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<br />0> <br />~ <br />~ <br />> <br />U <br />J <br />U <br />b <br />~ <br />0 <br />? <br />? <br />, :2 <br />~ tl. <br />, <0 <br />, '" <br />> .0 <br />> <br />? 0 <br />~ ;; <br />, ~ <br />; <br />[ ~ <br />'" <br />5 -i:i <br /> 2 <br />~ c <br />5 it, <br />, '" <br />5 ro <br />( 0 <br />, <br />1 <br /> l? <br /> '" <br /> .0 <br /> C <br /> '" <br /> "0 <br /> ro <br /> '" <br /> E <br /> 0 <br /> I- <br /> >. <br /> CD <br /> "0 <br /> '" <br /> E <br /> ;t <br /> <br />GENERAL NOTES AND SPECIFICATIONS <br /> <br />J. All lumber, unless otherwise noted, sholl be S4S #2 SPF or better. <br /> <br />2. Lumber embedded in, Of in contact with, the ground sholl be treated pef <br />AWPA standards: <br />Embedded in Ground; 0.6 Ibs/fe retention <br />Ground Contact: 0.4 Ibs/fe retention <br /> <br />3. Steel panels and flashings sholt be 29 gouge, 80,000 PSI, pointed <br />galvanized, <br /> <br />4. All nails ore to be threaded. hardened steel unless otherwise noted. <br />Fasteners used in treated lumber sholl be hot dipped galvanized stainless <br />steel. or roted by the manufacturer for the application. <br /> <br />/(1) CLEARY WEATHERVANE <br />/ OWNER LOCATE <br /> <br />5. Soil sholl be graded to provide drainage OWfYj from the building. Maintain <br />the grade levels shown on pions around the building. <br /> <br /> <br />6. Fill used for concrete floor slob sub grode, if present, sholl be reasonably <br />graded granular material. fill used in columns holes sholl be the excavated <br />soil unless noted otherwise. All fill sholl be free from debris, stones over <br />4~\S and frozen material. <br /> <br />7. Heating. ventilating, air conditioning, plumbing, and electrical work is not 0 <br />port of this set of drowings and shall be installed os per applicable codes. <br /> <br />BUILDING LOCATION <br /> <br />1381 HOMMEN ROAD <br />DEERRELD. WI 53531 <br />COUNjy, DANE <br /> <br />WESI ELEVATION <br /> <br /> <br />12 <br />3~ <br />II <br /> <br /> <br />"r <br />I <br /> <br />0J <br />I <br />0> <br /> <br />0"" <br />L3 <br />1-1 <br />",0 <br /> <br />SOUTH ELEVATION <br /> <br />NORTH ELEVATION <br /> <br />42 LF. CONTINUOUS <br />PEAK VENTILATION <br /> <br /> <br />L <br /> <br />EAST ELEVATIOl\L <br /> <br /> <br />12 <br />~3 <br /> <br />0 "" 0J <br /><t: I <br />I w <br />-1 0> <br />'" 0 <br /> <br />TABLE OF CONTENTS <br /> <br />,. ELEVATIONS <br />2. FLOOR PLAN <br />3. 1YPICAL SECTION <br />4. TRUSS DIAGRAMS <br /> <br />DATE: <br />3/10/2010 <br />DRAWN BY: <br />T. KALDENBERG <br />SCALE: <br />NONE <br />SALES SPECIALIST: <br />ZEAL <br />VERONA <br /> REVISIONS: <br />NO. DATE BY <br />1 --- -- <br />2 --- -- <br />3 --- -- <br /> :r: <br /> 0 <br /> Q: <br /> 0 <br /> CL <br /> co <br /> 05 <br /> '',i <br />GJ Q: <br />W <br />- 5Q <br /><: :0;; <br />~ >- <br />0 <br />Q: <br />W <br /> Z <br /> W <br />>-~ ..,. <br />lu I U) <br />- Z <br /><: ~ <br />~ 0 <br />~ x ~ <br />0 <br />..,. ~ <br />x <br />::r:: 0 <br /><0 W <br />~ <br />CI1ARY <br />BUILDING CORP. <br />www.clearybuj!ding.com <br />190 PAOU STREET <br />P.O. BOX 930220 <br />VERONA. WI 53593 <br />(800) 373~5550 <br />JOB NO. <br />2010103546 <br />SHEET <br /> 10F5 <br />