My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1709 HEWITT AVE 2018-01-02 MF Import
>
Address Records
>
HEWITT AVE
>
1709
>
1709 HEWITT AVE 2018-01-02 MF Import
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
4/24/2023 8:16:42 AM
Creation date
2/20/2017 8:26:48 AM
Metadata
Fields
Template:
Address Document
Street Name
HEWITT AVE
Street Number
1709
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.
/
165
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
, .. . <br /> ^ • R .e. / '�GS A S7^� A 3G+� <br /> �2/�;�- de <br /> — /~ � s43� ��C <br /> � �� tgiErr� � , ° <br /> �; <br /> � <br /> _ • �'i <br /> . � <br /> � � —� , �� . <br /> � i ' � �� 0 <br /> i ' i. . . ' �°f o <br /> , � . � . <br /> � � � y <br /> ; � c . C 4 � a ' <br /> i <br /> � � . �� . : . i� • <br /> � I e ; � � O ` ` •y° ,� c . <br /> , o , <br /> '�.� : > ' �+ c � ' �� <br /> � e ,; � 4d � � � � � e � '�e���.� �� o� - <br /> , <br /> . ,.; � � . ., a.� <br /> , , . o . .. <br /> �. ; , � o �\ , • D ` � ir� e o <br /> � ��---�==� ' F�=25'�P5/ . � ' . . . <br /> � � . :. . `� ti/i�/ � � � ' � � � � � � . \ ��s 3�AoPsi <br /> ° � 2 �e MIN. � M� <br /> ,�.—$�---s� � � /�o'�/�/. .: SPfciA G. <br /> _ �1 1 - !�/.i�YrLT70�✓ - <br /> N � �cP�l/.¢Ep. <br /> Design loads for Anchor Type B ��Q ��? � <br /> Bend without crackin � '��� are calculated using a full shear �•,.Z��� <br /> cone. Multi le reductions must ` � <br /> the outside of the begd ��+ P <br /> � portion. Place #4 rebar be taken for corner and edge <br /> 3" to 5" from the top , distance conditions. <br /> center of the foundation. . : <br /> — �v�L ss�� <br /> � � _ � ,r � coN�v.�Flq��d, AZ �j53A5 � Co�/F Gtiv�to�� <br /> (/29a�) "IY�"� � � <br /> ADDITIONAL ANCHOR DESIGNS �SE T HIS SHEE'T'' H R F�R ANY SPECIFIED HD14A HD20A OR HD1 <br /> See 53TB,page t i.Ancnor types suown are maae�y otners anr,usetl witn S�mpson ' REV.M/DATE: <br /> Stronp•Te•holtlowns.The doslpn enpineer may speclty an allemale anchorape syslem, � � <br /> provlded the en�hor dlameter Is the same. � . _. <br /> �, See Ihe Prcstressed Concrete Institule Design Hantlbook(EGition 3�,Section 6.52. - 5���-T� <br /> 1.Al;awa0lelenslonlo7Oislaieah�- Dlmenilonf MlnlmumAllowiEle /^� ENGINEERINGINC., P.S. /1811-�9'HDR.S� <br /> ���ake Iwtlinp;rMuce to 885:lor Anc�oN M�� Conent� Tanlon / <br /> wind lo�ainp, TYP� DI� M;° d, End Stnn01A lo�d / db�DOVEiAII,SI'RUCT[7RES EVERE7T, WA. 98108-96?1 <br /> 2.Ancnor emCeEmeni knOtA Is OaseE � I �' l �Oltl (O=�) 1») ` C1I7L 3 STRUC7'URAL ENGINEF121NG STRIfC7'U24L: (�15) 7�1-0861 <br /> � onasinpirpourconcreielountl�oon. — CML: (�IS 337-5073 <br /> � panMr nn n le�neat�nn svsvmc, A 1 I 36 2 5 2500 I g79 MICNAFl P.MCGNN .S.C.' , � <br /> � maeanrv w01k NE INSOIIrv IODIi�aS A � t�• I 36 1_2y, �_5 1 2500 � 12900 � � B�✓A�V J �G j�lj�.�J.]; Fe4� (IIS)711-0861 <br /> �m evanuhe M tM Eeclonm. � B 11.tY. e I B I B_ 3Q➢SL 1�105_ � <br /> � � 3.Anchar Eoll B musl be ASTM A307; � <br /> � yrJpr pplt�myY 01 yi W�I w 5.'A'6aA mlmmum end dislanoc Is lor rnmer w11h IS <br /> Mlter. mlum onry(slmllai to SSTP7B,see Typkal HeAir �o� �,k,� • DATF� ' FAGE; e2� <br /> � �.Sluclnp 6olwoen anclmn IS 71a mla o�xt^•N;, Care•l^sia��prv,l �!"t�r!sr �^r.A,�^u- . . . PROJEC'1'c <br /> ior incnors m tensron n tne same ume. m0 Cist�nce Is le lor tAe lull�Gk IwE. , � � <br /> .. SUBJECT: � BY: JOB NO: O <br />
The URL can be used to link to this page
Your browser does not support the video tag.