My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
10179426_1514 E. PORTOLA - Plan
PBA
>
Building
>
Plans
>
P
>
Portola Ave
>
1514 E Portola Ave
>
10179426_1514 E. PORTOLA - Plan
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/3/2021 8:32:17 AM
Creation date
10/25/2020 5:16:04 PM
Metadata
Fields
Template:
Plan
Permit Number
10179426
Full Address
1514 E Portola Ave
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
13
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).
Show annotations
View images
View plain text
9 ./#1*.12/„,fil-001&258=%49& 2 4/44..9„ <br />24. When a single span attached unit is abched to a wooden deck. the maximum dead lead + liVe/snow 10*i fr¢m the ,.,6 -'.4.8,4..1,J e #_r-@*R ,6•9/Urh./Gamit ,09792 e.4/217 e a.*patie cover is 760 las.and the post-spacing shall nof exceed thal specified for attaching tea concrete siah The. 4maximum connectien uplift load is 1162 lbs for 90 mph,Aind speed Exposure G. Connections are for mlxmium Pale £61AL 0 /Mil ¢...se. <br />roof heights el 12 *ave grede. Theexisting deck studfore mustbeadequate to sustain:hese addRional loads. The Ne. 28531-fi.#3 / jO. % 60*80 <br />structunk! allequacy r,jihe deck to- safelysuslain thee- addlional toadswiti require apreval by the. loacal building ."*a#A 4 \ tr-t#-2> % c.»RbeaUDY¢* er *ditional eligineeting. Sae Defail IWi. Consbuction outside ofthese pammeters rme, req,ile·additieriat §42§*d --3&777 <br />4*184609.25. Tlts *Awle anglneming 0%49*Will not l)4 ¤*ire# for mcal bu#ding permits. Subirds®an 1br a buiding permit must <br />11*9 <br />BT¢!Udel <br />4 <br />F <br />434 49 <br />S »9 90'1: i f h?ROFESSIONAL 14 <br />41 1 <br />R. GENERAL NOTES<MUSAGNol.DWS) <br />4 LIRUCTURAL CONFIGURATIONS#AT01 pr MUS*013 -44 RAFIER. SPAN TABLES (FOR LATTiCE STRUBTURES}. PANEL SPAN TABLE»· (FOR SQUE COVERS) 130¢ <br />BOTH (1°41% COMBINATlf]N STRUCTURES>d. HEAI,ER POST SPACING. FOOTING SIZEAND- FQB.1- TABLE FORLIVESNOW AND WIND LOADS; <br />e, ALLAPPROPRDATE DETAILS-· i ,;*i-ramMEFesIVbEQA lead *,at will.bereasted hylliej#&19 *wo:tuk. . _ 1,/ LI I i-16<tLOCAL BU#.DING AUTHORITY:4 \9,0 top <br />f 61% <br />--«24*Z'AL -4„4:Sff:Hi,*4- .96 , <br />fr /91 yr.- .- N. -%cm, N · , s. 1-* *.f i.7 060144£),d *•,ctew.*1 822.f-\ CARL ED i * <br />1.2 1 L i 'E.."."..'IN- .. .I. .9.- ......MagNEER:/ 1012 i i .. . - -. <br />1 2 -74 4 ZE *Pric; -1, 5 Or -1 j#E ir - o x ...isyh K t. V* t.p..'. 1*314 !8104 - yel, *in -2.0-y <br />5*lu --I,X.i 13 '67 3 „ ir., 4.4 /648 <br />r.*-*wr .- -·-U .,tr f,#f - 941*42 i <br />- 11 .i =€01\ ria ir 97'·dm52dx.%.ix*-qi*Nik:-.--39 *>L-d46mQ'M:,d'4 ,*Nek 1 y/ <br />O. <br />Uk 38 <br />fv <br />Ff¢* <br />U <br />4»*040, <br />9 <br />R - 11/2 911 I <br />..0 3%%* <\ 1 <br />90*AMV 1 4 --4/fikili,e<7 <br />A ·t f <br />. ·• ·U,/ 79 -% I - <br />> 41 % ..64 <br />I m <br />51 <br />71 A <br />f jr <br />'194, <br />¥„go- <br />99 t. LYNCHEN <br />VA <br />I r= <br />o <br />F# Mi i Fj#* 4-' AW E.Q2- f¥*PiM.•--- 42 'L.9- f \ 9 - ...,i , <br />tilgaa#' <br />IND:,6.6,• <br />V <br />DEC 9 5 -2011 »'„•"BUD#%%4 <br />T.VE \JA:40- i <br />4-jv <br />r..Or#;*riN-#i."ir-. ,##,lttk%#,Page 2 of 101 \ / -6 <br />' ICC ESR 1953 (2009 IBCL12m_/2Q11 . .* -/*-I....'-.I./....#.....+''I./.*.1...'.'I-I.-..*.I'...-... I...'$+.I' .*-I-/.B-*I.-*-...-...lilli'-....+I'. I'..I)/I'..:I.-.*'I.I-I'l.:I.I.....' 4+ <br />%. .6.1, .--·26,4 1 -· · ··%,·\j <br />FC <br />J N 2 <br />\J <br />Sm=
The URL can be used to link to this page
Your browser does not support the video tag.