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nnnun onnIt <br /> MUM tpuu 7 <br /> 1vFB--sfE�T-- _ <br /> GABLE TRIM <br /> CORNER TRIM <br /> MD STEEL PANEL <br /> MIN. WOOD TO EARTH SEPARATION V9 <br /> 45' <br /> jUNIVERSAL RIDGECAP 1 ,/I 2- e'-1D 1/2" g 9• y' 8'-10 1/2- 1 1/2. <br /> GABCE TRfFif— I ----------------------- -------------------------- <br /> i6 n 16) <br /> i — = 115 <br /> 5'-4 1/2" i 20' PURLIN U // 20' PURLI <br /> 10' PURLIN 1 Z :0-K <br /> 8--101/2- <br /> 1 <br /> E , ,6 ----------j-) 1qvAL- <br /> -I <br /> { I <br /> CORNER TRIM <br /> SUBMIT I Kv SS DESIGN TCS , ' <br /> v I I I INSPECTOR AT FkAMING INSPEI� <br /> I <br /> ; <br /> (� I I 27'L TRUSSES <br /> ox- <br /> 16'x8' <br /> Ce °•I� <br /> I I <br /> MD STEEL PANE _0• 16' I OVERHEAD i <br /> � DOOR i ------------------------------------------------ 9. <br /> I I <br /> 4•x6" TREATED POST <br /> 16'X8' i i ` FLOOR PLAN <br /> I I SCALE: 3/16'=1'-0" <br /> OVERHEAD I I I 18 t <br /> DOOR I I <br /> I I I I I 4"04" PRE-CAST I <br /> I I I i CONCRETE FOOTING i <br /> ' <br /> (TYPICAL ) <br /> TYP FOOTING) <br /> ELEVATIONSp <br /> �� � A� 10' PURLIN ' I � 8'-10 1/2' <br /> SCALE: 1/a"=1'-D" 5'_4 1�/2* q y 20' PURLIN 20' PURUN <br /> Q �y CORNER BRACES <br /> GAm " ' (��-1Sp Pepmrf 16 1 �t„y 16 �o X �a 5!S 0.r L'J!A� <br /> GENERAL NOTES: O ,} O / D 16 16 16 <br /> 1) ALL POLES TREATED .60 RETENTION AOv'L-D AS 'AITTi-D ----- ---------------- <br /> .r� ------------------ ------- <br /> 2)ALL POLES EMBEDDED MIN. 4' AlaP O' E`�? 'aJYTH -, {R1!i.4rr1*N3 AS NOT <br /> BELOW GRADE IP 42” MIN Frost Footi os I _ <br /> NOT APPIR LD r� s�sa�O i & RESU �� <br /> 3)COMPACTED FILL SHALL BE 8 10 1/2 ---1 9 9' 9' 8'-10 1/2" �-- 1 1/2 <br /> GRANULAR MATERIAL FREE triuse commant! arc- for your intormalt tt+n. Ali Wor:< shall fe Slwu -1 <br /> OF DEBRIS k STONES OVER Iles; comphA cf e ;rksrmg 410aw. .v A L4� $jL71�lt5 <br /> 4" AND REASONABLY GRADED ,,r :n K _ , T3z s a spatt*7ctt?iy nt1°E�, • I °�*� �:4"• <br /> 4)COMPACT FILL 95% PROCTOR <br /> DENSITY y F:} T11!� t LN;': �! + 1` `i:'' 4{ +L1 <br /> v <br /> 5)THIS BUILDING WAS NOT DESIGNED <br /> WITH A CONCRETE FLOOR. YOU MAY <br /> HAVE TO MAKE SOME ADJUSTMENTS ADAPTATION + UTILIZATION OF TH15 PLAN <br /> TO THE DOOR OR FRAMED OPENING DIMENSdONS <br /> BEFORE PUTTING IN A CONCRETE �� WRITTEN IIEMICNIS 5r•W-.L >',4CE PRt=GEOENGE OVER SGr1LED DIAEN510NDNG <br /> 5. DO NOT SCALE RAWIS. T}f5E PLAN5 KAVE DEEN FROFE55IONALLY rREFAR£D TO CZWORU TO YO57 GEI.EKALLY <br /> FLOOR ERROR5 AND OM15510'6 AGGElTED CONBTUGTION RE(,7VIRDENTS 1FiR000HOVT NORTH AAE1tIGA HOWEVFJ� DUE 70 <br /> 6)SLOPE ALL GRADES AWAY MENARD INC. 15 LNADLE TO ACCEPT LIABILITY FOR ANY ERROR5 OR 0►1155ION5 N EXCE55 OF THE �'u- CODE5. REC-LATION5 AND 6UILDNCv PRACTIGE5 ANO/OR DEGAUSS OF 5rECIFIG <br /> M I IV I P R I fV 517E GONDITIOM5. TI,-E56 DKAWINGS MAT NOT DE 5UITADLE OR LEGAL FOR USE IN THE <br /> FROM BUILDING OKIGINAL MRGriA5E PRIGS FOR THE5E PLANS. CON515akN LY. DVILDER MUST CAREFULLY CHECK. ALL CON5TRUC-TION OF TH15 t5UILDNG IN ALL LOGALITIE5. GON5EOLENTLY. 7-£56 DKAWING5 <br /> 27 029197 GARMENT AVAAILADILND LIITYTOF OF rRODvcTT55 W5PEGIFIED. ANY ERROR5 IORIOW1551ON51AL Found 1T1155 AND ARE NOT TO M SMOLt_D DE GONFJR1.ED THEIR 5U1TA5LILITY OR UNTIL THE DRAWINGS HAVESTIHEDEEJ MOOWH7 INTO <br /> RETORTED IUW-DIATELY TO WX KD INC. 4777 MENARD DRIVE EAU CLAIRE. WI 5470] GONFORAl17Y WITH AL1_ LOCAL REOUIREJ4ENT5. <br />