My WebLink
|
Help
|
About
|
Sign Out
Home
Search
01/14/2004 P&Z Packet
LinoLakes
>
Advisory Boards & Commissions
>
Planning & Zoning Board
>
Packets
>
2004
>
01/14/2004 P&Z Packet
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/17/2014 2:10:01 PM
Creation date
6/13/2014 10:40:22 AM
Metadata
Fields
Template:
P&Z
P&Z Document Type
P&Z Packet
Meeting Date
01/14/2004
P&Z Meeting Type
Regular
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
98
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
DE.C1$2003 <br />or( OF uto LAKES <br />M1 B'CMOro MATH <br />BUILDING SI no <br />Ix <br />PA <br />8' ROCK FACE CMU TO; L , 1 J L ' 1 J' <br />MATCH BUILDING <br />r <br />F. POURED CONCRETE re <br />SLAB OVER <br />MA COMPA <br />GRANULAR OLL ri <br />re B' CMU FOUNDATION WALL <br />PA <br />r0 FM <br />ird POURED CONCRETE FOOTING ris <br />O1 SECTI ❑N @ TRASH ENCLOSURE <br />1/2' =1'O' <br />4 <br />8' ROCK FACE CMU TO' <br />MATCH BUILDING <br />8' CMU TO MATCH <br />BUILDING <br />8' ROCK FACE GALA TO <br />MATCH BUILDING <br />CMU TO MATCH <br />BUILDING <br />C ROCK FACE CMU TO <br />MATCH BONDING <br />I, <br />POURED CONCRETE <br />SLAB OVER <br />GRANURAU. <br />ViI <br />r <br />HINGE ATTACHE010 GATE <br />AND TO CMU WALL <br />21 CEDAR GATEW/ LATCH /LOCK <br />CONCRETE APRON <br />511112 RIM <br />OS2' EC1' TI -0' ❑N @ TRASH ENCLOSURE <br />1 1/= <br />1/2' EXPANSION MATERIAL <br />8' CMU FOUNDATION WALL <br />POURED CONCRETEFOOTNG <br />12• -0' <br />21 CEDAR GATE W/ <br />IATCH <br />4 <br />• <br />• <br />■ <br />• <br />• <br />CMU CAP STONE <br />8' ROCK FACE CMU TO <br />MATCH BUILDING <br />Er CMU TC MATCH <br />BUILDING <br />e' ROCK FACE CMU TO <br />MATCH BUILDING <br />8• EMU TO MATCH <br />BUILDING <br />8' ROCK FACE CMU TO <br />4 <br />8' ROCK FACE CMU TO <br />ATCH BUILDING <br />MMOMMMM <br />14 <br />nigMMMEN <br />»1411 <br />CMU CAP STONE <br />8 CMU TO MATCH <br />BUILDING <br />ire <br />4 <br />EEEggallIMEIMMEIMM <br />2 <br />glignregFAMBENNESININSE <br />IF ROCK FACE CMU TO <br />MATCH BUILDING <br />r <br />EZEIMIKSESSEMESSINEZEUS <br />CMU CAP STONE <br />8' CMU TO MATCH <br />BUILDING <br />II <br />I <br />I I <br />II <br />X11, <br />11 �I <br />II <br />II <br />II <br />01-RASH ENCLOSURE FRONT ELEV. OTRASH ENCLOSURE SIDE ELEV, xr TRASH ENCLOSURE REAR ELEV, <br />1 1/4' 1 1/4' 1' -0' f- 1/4' <br />10d-0' <br />TOP OF 0148 <br />100'-0' <br />TOP OF SLAB <br />4 <br />PRE - FINISHED META <br />FLASHING <br />0.\1,,,o‘gf° <br />cogs 9't* <br />STONE CAP BEYOND <br />CMU WALL BEYOND) <br />— STANDING SEAM METAL ROOF OVER <br />2 /A' PLYWD DECKING OVER <br />PRE- ENGIONEERFD METAL ROOF <br />TRUSS <br />,r' <br />1 AMMAN , i, <br />Ti <br />FULLYVENTED <br />PRE-FINISHED <br />METAL SOFFIT <br />15 <br />50 <br />10 <br />98'-0' <br />TOP OF FOOTA <br />BATT INSUL <br />NSULU*fEI <br />CONT. BOND BEAM <br />�PUM WINDOW SILL <br />1/2' MANSION MATERIAL <br />POURED CONC FLOOR SLAB <br />MIRO <br />OWALL1 <br />SECTION @ CANOPY <br />1/2' = 1' -0'. <br />COMPACTED GRANULAR FILL <br />r RIGID INSUL <br />12' (MU FOUNDATON WALL <br />POURED CONC. FOOTING SEE <br />STRUCT FOR SIZE AND RONFORONG <br />114.0' <br />TOP OF CMU <br />100'd <br />TOP OF SLAB <br />FILE COPY <br />STANDING SEAM METAL ROOF OVER <br />3/A' PLVIIO DECKING OVER <br />PRE- ENGIONEERED METAL ROOF <br />TRUSS <br />PRE - FINISHED METAL <br />FLASHING <br />di 8641' <br />TOP OF man <br />FULLY VENTED PRE - FINISHED <br />METAL SOFFIT <br />WELD PLATE SEE STRUCT. <br />5TLANGLE <br />12' STL CHANNEL <br />./--11! sod, 11 III* • • <br />BATTINSOL <br />INSUL BAFFEI <br />CONT. BOND BEAM <br />ROOF MEMBRANE OVER <br />TAPERED WIND INSUL OVER <br />1 1 /2' METAL DECKING OVER <br />STLPIATE SEE STR <br />CONCRETE SLOOP <br />CONCRETE URB <br />AND D GUTTER <br />ER <br />II/ <br />1r CM00VER <br />(2) LAYERS 2' RIGID INSOL ON T <br />FUIRIN6 STRIPS ONE LAYER HORIZ <br />ONE LAYERVERT. OVER S /8' GYP80. <br />STL UNTIL SEE STRUCT. <br />11/2' METAL FURRING STRIP WI <br />Sir GYPBD. <br />ALUMINUM DOOR AND FRAME <br />RETURN GYPBD. TO FRAMED?. <br />THRESHOLD <br />11 /r RIGID INSUL <br />POURED CONCRETE <br />FLOOR SLAB <br />enriching <br />communities <br />through <br />architecture <br />duluth • oirginia • grand rapids • train cities <br />mu,mdegm eom <br />CIRCLE-LEX <br />VFW <br />POST #6583 <br />7868 LAKE DRIVE <br />LINO LAKES, MN <br />profits k 03098 <br />data <br />file name <br />drama by <br />checked by <br />name MICHAEL J. THOMAS <br />.eg.# 23592 <br />sign date X/00(X XX, 2003 <br />July 07, 2003 <br />NLR <br />MJT <br />signature <br />T hereby certify that this plan, <br />specification, or report was in <br />prepared by me or and- y <br />direc t. rotebn and t e1 <br />ant a ly Lir Ed fed <br />under to . fthf. eof <br />Minn to. <br />At i a ii <br />RECEIVE' <br />DEC 8 2003 <br />CITY OF LINO LAKES <br />°WALL SECTI ❑N @ CANOPY <br />1 1/2' = 1'-0' <br />mark recision/1mm - date <br />5101 & But10195 PLAN Reny/ 10/09/03 <br />SITE & BUILDING PLAN BMW /12/18/03 <br />sheet <br />title <br />sheet <br />number <br />WALL <br />SECTION <br />A6.3 <br />fio <br />B <br />8' ROCK FACE CMU TO r <br />r <br />BUILDING MATCH , <br />TCHIFACENGUro F <br />FM <br />O1 SECTI ❑N @ TRASH ENCLOSURE <br />1/2' =1'O' <br />4 <br />8' ROCK FACE CMU TO' <br />MATCH BUILDING <br />8' CMU TO MATCH <br />BUILDING <br />8' ROCK FACE GALA TO <br />MATCH BUILDING <br />CMU TO MATCH <br />BUILDING <br />C ROCK FACE CMU TO <br />MATCH BONDING <br />I, <br />POURED CONCRETE <br />SLAB OVER <br />GRANURAU. <br />ViI <br />r <br />HINGE ATTACHE010 GATE <br />AND TO CMU WALL <br />21 CEDAR GATEW/ LATCH /LOCK <br />CONCRETE APRON <br />511112 RIM <br />OS2' EC1' TI -0' ❑N @ TRASH ENCLOSURE <br />1 1/= <br />1/2' EXPANSION MATERIAL <br />8' CMU FOUNDATION WALL <br />POURED CONCRETEFOOTNG <br />12• -0' <br />21 CEDAR GATE W/ <br />IATCH <br />4 <br />• <br />• <br />■ <br />• <br />• <br />CMU CAP STONE <br />8' ROCK FACE CMU TO <br />MATCH BUILDING <br />Er CMU TC MATCH <br />BUILDING <br />e' ROCK FACE CMU TO <br />MATCH BUILDING <br />8• EMU TO MATCH <br />BUILDING <br />8' ROCK FACE CMU TO <br />4 <br />8' ROCK FACE CMU TO <br />ATCH BUILDING <br />MMOMMMM <br />14 <br />nigMMMEN <br />»1411 <br />CMU CAP STONE <br />8 CMU TO MATCH <br />BUILDING <br />ire <br />4 <br />EEEggallIMEIMMEIMM <br />2 <br />glignregFAMBENNESININSE <br />IF ROCK FACE CMU TO <br />MATCH BUILDING <br />r <br />EZEIMIKSESSEMESSINEZEUS <br />CMU CAP STONE <br />8' CMU TO MATCH <br />BUILDING <br />II <br />I <br />I I <br />II <br />X11, <br />11 �I <br />II <br />II <br />II <br />01-RASH ENCLOSURE FRONT ELEV. OTRASH ENCLOSURE SIDE ELEV, xr TRASH ENCLOSURE REAR ELEV, <br />1 1/4' 1 1/4' 1' -0' f- 1/4' <br />10d-0' <br />TOP OF 0148 <br />100'-0' <br />TOP OF SLAB <br />4 <br />PRE - FINISHED META <br />FLASHING <br />0.\1,,,o‘gf° <br />cogs 9't* <br />STONE CAP BEYOND <br />CMU WALL BEYOND) <br />— STANDING SEAM METAL ROOF OVER <br />2 /A' PLYWD DECKING OVER <br />PRE- ENGIONEERFD METAL ROOF <br />TRUSS <br />,r' <br />1 AMMAN , i, <br />Ti <br />FULLYVENTED <br />PRE-FINISHED <br />METAL SOFFIT <br />15 <br />50 <br />10 <br />98'-0' <br />TOP OF FOOTA <br />BATT INSUL <br />NSULU*fEI <br />CONT. BOND BEAM <br />�PUM WINDOW SILL <br />1/2' MANSION MATERIAL <br />POURED CONC FLOOR SLAB <br />MIRO <br />OWALL1 <br />SECTION @ CANOPY <br />1/2' = 1' -0'. <br />COMPACTED GRANULAR FILL <br />r RIGID INSUL <br />12' (MU FOUNDATON WALL <br />POURED CONC. FOOTING SEE <br />STRUCT FOR SIZE AND RONFORONG <br />114.0' <br />TOP OF CMU <br />100'd <br />TOP OF SLAB <br />FILE COPY <br />STANDING SEAM METAL ROOF OVER <br />3/A' PLVIIO DECKING OVER <br />PRE- ENGIONEERED METAL ROOF <br />TRUSS <br />PRE - FINISHED METAL <br />FLASHING <br />di 8641' <br />TOP OF man <br />FULLY VENTED PRE - FINISHED <br />METAL SOFFIT <br />WELD PLATE SEE STRUCT. <br />5TLANGLE <br />12' STL CHANNEL <br />./--11! sod, 11 III* • • <br />BATTINSOL <br />INSUL BAFFEI <br />CONT. BOND BEAM <br />ROOF MEMBRANE OVER <br />TAPERED WIND INSUL OVER <br />1 1 /2' METAL DECKING OVER <br />STLPIATE SEE STR <br />CONCRETE SLOOP <br />CONCRETE URB <br />AND D GUTTER <br />ER <br />II/ <br />1r CM00VER <br />(2) LAYERS 2' RIGID INSOL ON T <br />FUIRIN6 STRIPS ONE LAYER HORIZ <br />ONE LAYERVERT. OVER S /8' GYP80. <br />STL UNTIL SEE STRUCT. <br />11/2' METAL FURRING STRIP WI <br />Sir GYPBD. <br />ALUMINUM DOOR AND FRAME <br />RETURN GYPBD. TO FRAMED?. <br />THRESHOLD <br />11 /r RIGID INSUL <br />POURED CONCRETE <br />FLOOR SLAB <br />enriching <br />communities <br />through <br />architecture <br />duluth • oirginia • grand rapids • train cities <br />mu,mdegm eom <br />CIRCLE-LEX <br />VFW <br />POST #6583 <br />7868 LAKE DRIVE <br />LINO LAKES, MN <br />profits k 03098 <br />data <br />file name <br />drama by <br />checked by <br />name MICHAEL J. THOMAS <br />.eg.# 23592 <br />sign date X/00(X XX, 2003 <br />July 07, 2003 <br />NLR <br />MJT <br />signature <br />T hereby certify that this plan, <br />specification, or report was in <br />prepared by me or and- y <br />direc t. rotebn and t e1 <br />ant a ly Lir Ed fed <br />under to . fthf. eof <br />Minn to. <br />At i a ii <br />RECEIVE' <br />DEC 8 2003 <br />CITY OF LINO LAKES <br />°WALL SECTI ❑N @ CANOPY <br />1 1/2' = 1'-0' <br />mark recision/1mm - date <br />5101 & But10195 PLAN Reny/ 10/09/03 <br />SITE & BUILDING PLAN BMW /12/18/03 <br />sheet <br />title <br />sheet <br />number <br />WALL <br />SECTION <br />A6.3 <br />
The URL can be used to link to this page
Your browser does not support the video tag.