|
Help
|
About
|
Sign Out
Home
Browse
Search
DCPZP-2011-00245
DaneCounty-Planning
>
Zoning
>
1 Permits
>
2010s
>
2011
>
DCPZP-2011-00245
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/15/2011 2:05:24 PM
Creation date
11/15/2011 9:06:25 AM
Metadata
Fields
Template:
Zoning Permits
AccelaLink
DCPZP-2011-00245
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
16
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
<br />/D~'\ <br />\ / <br />,- <br /> <br />/D~'\ <br />\ / <br />,- <br /> <br />/D~'\ <br />\ / <br />'- <br /> <br />.ID~'\ <br />\ / <br />'- <br /> <br />81'-3" <br /> <br />/--" <br /> <br />r <br />'I <br />i <br />I <br />i <br />i <br />i <br />i <br />"__m~~ t. <br />\1 <br />,c., <br />, <br />~- <br /> <br />G'-9" <br /> <br />-,i- <br />I <br /> <br />>--<- <br /> <br />'>~' <br />i <br /> <br />G'-5~" <br /> <br />14' <br /> <br />, <br />'i <br />, <br />I. <br />~...! <br /> <br />"--/:"/~-" <br />/ <br /> <br />) <br />(~".", <br /> <br /> <br />() If <br /> <br /> <br />DH3032 <br /> <br />BATH <br />TILE <br /> <br />76" <br /> <br />g <br /> <br />Q <br /> <br />/D~'\ <br />\ / <br />'- <br /> <br />14' <br /> <br />p - <br /> <br />TILE <br /> <br /> <br />/D~'\ <br />\ / <br />'- <br /> <br />410'-10" <br /> <br />\ <br />, <br />l./'<~ <br />'r '", <br /> <br />,] <br />~ /; <br />i_ <br /> <br /> <br />LEDGE <br /> <br />~ <br />'< <br /> <br />", <br />.............................. <br /> <br />FLOORING LINE <br /> <br />I 0 <br />I <br />I <br />I <br />I . 4 <br />~______9__________ <br /> <br />~CD <br />;' '" <br />0; <br />'" <br />'0 <br />I <br />I~ <br />IV~ <br /> <br /> <br /> <br /><1 <br /> <br />FRN <br /> <br />2-8 <br /> <br />STORAGE <br /> <br /> <br />. <br />, <br /> <br />15 R <br /> <br />UP <br /> <br />0'0 ^--.<1 <br />~~~ <br />00-0 <br />0~ <br /> <br />\ <br /> <br />4"BRJCK <br />LEDGE <br /> <br />4"BRlCK <br />LEDGE <br /> <br />((Ii <br /> <br />8'-G" <br /> <br />Q) <br /> <br />STAINED CONCRETE <br />w <P'x,"' SAW JOINTS <br />, <br /> <br />31'-0' <br /> <br />" <br /> <br />4V,-) <br />~) <br /> <br />.fLez; <br />( <br /> <br /> <br />9G~ <br /> <br />~ <br />D <br />Z <br />~ <br />'" <br />'" <br /> <br />\ <br />1 <br /> <br /> <br />CUSTOM <br />StlElV1NG <br /> <br />/A\, ./ <br /> <br />; .' <br />-'",;.J <br />_/"\,~- <br /> <br />. ,,~"_//' <br /> <br />,/ -\\-/ <br /> <br />-...'. <br />'-'\ <br /> <br />1 <br /> <br />18'-G" <br /> <br />'1 <br />m <br /> <br /> <br />,r <br />I <br />i <br />!--.- <br /> <br />9'-3" <br /> <br />DH243 I 0-3 <br /> <br />2-9" FND WAll <br /> <br />'" <br />"' <br /> <br />q-7b <br /> <br />~ <br />~ <br />D <br />Z <br />~ <br />0; <br />m <br /> <br />"' <br /> <br />BEAM POCKET <br /> <br />WOOD WRAP <br />POST <br /> <br /> <br />U <br />9 <br />"' <br /> <br />@ <br />~ <br />'" <br />~ <br />N <br /> <br />'r <br />"- <br />'" <br /> <br />'" <br />00- <br />0;/ <br />ooU <br />~~ <br />0" <br />Uz <br />;nb= <br />xO <br />_ 0 <br />"'~ <br /> <br />~ <br />m <br /> <br />"I <br />'< <br /> <br />i <br />I <br />, <br /> <br />8" x 8'9" FND WAll <br /> <br />WET BAR <br /> <br />CUSTOM <br />SHELVING <br /> <br />..:'j~ <br />J <br />;:: <br /> <br />~-:-~---.-~ ----- <br /> <br />---:'--:---_:-.-.-:--:--------~. --<;[.-.---.,...------.-;:-q <br /> <br />STORM CELLAR <br /> <br /> <br /> <br />BUILDING <br />RAM!NG UNE <br /> <br />4" lEDGE TO SUPPORT <br />PORCH SLAB <br /> <br />~ <br />m <br /> <br />29'-4" <br /> <br />4 <br /> <br />4 <br /> <br />.41 <br /> <br />29'-1~. <br /> <br />)3~ t5 <br /> <br />FOUNDATION NOTES I <br />f. MiNIMUM CONCRETE STRENGTH OF 3,000 FSt. <br />2. 1/2" BOLTS INSTAllED IN All FOUNDATION WAllS 48" OC. <br />3. ALL FOUNDATION WA1.L5 SUPPORTED ON MIN 16";<8" CONTINUOUS FOOTINGS. <br />4. TOP OF FOOTINGS TO BE A MINIMUM OF 42" BELOW FINISH GRADE. <br />5. BEAM. COLUMN SPACING MAY VARY FER JOIST LAYOUT. <br />b. BEAM, COLUMN, t JOIST DESIGN BY SUFPUER. <br />7. ALL FOUNDATION WALLS TO BE 8"X8'9" UNLESS NOTED. <br />8. FOOTINGS TO BE INSTALLED ON UNDISTURBED INORGANIC SUBSOIl. <br />9. !NSULATE ALL OUTSIDE BASEMENT WAliS \filTH I" fOAM SHEATHING. <br /> <br />1/4" = I' <br /> <br />FOUNDATION PLAN <br /> <br />I <br />1 <br />
The URL can be used to link to this page
Your browser does not support the video tag.