SHOPPES AT HALE DRIVE 129 HALE DRIVE HOLMEN, WI 54636

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1 PROJET ONTTS RHITETURL: Design Focus, LL Ernie Tourville, rchitect Main Street La rosse, WI 0 (08) 80-8 designfocusllc@gmail.com 00 National Drive, Suite 0 Onalaska, Wisconsin, VIINITY MP TRUE NORTH SITE MP TRUE NORTH RHITETURL: DS Group Mike ampbell Design Director 00 National Drive, Suite 0 Onalaska, WI 0 (08) x09 (08) 80-8 mcampell@dbsg.com PROJET MNGER: DS Group en Johnson Project Manager 00 National Drive, Suite 0 Onalaska, WI 0 (08) x08 (08) bjohnson@dbsg.com IVIL/LNDSPE: Excel Engineering Grant Duchac 00 amelot Dr Fond Du Lac, WI 9 (90) -8 grant.d@excelengineer.com STRUTURL: Structural Integrity Inc. Kurt Straus 0 Terrace ve. Suite Middleton, WI (08) kjstraus@charter.net DRWING INDEX General G-00 TITLE SHEET G-00 REVITIONS G-00 LIFE SFETY - ODE REVIEW G-00 LIFE SFETY - ST FLOOR PLN ivil.0 IVIL OVER ND SPEIFITION SHEET. EXISTING SITE ND DEMOLITION PLN. SITE PLN. GRDING ND EROSION ONTROL PLN. UTILITY PLN. DETIL SHEET L- LNDSPING PLN PXP SITE PLN PHOTOMETRI PXP PHOTOMETRI UT-SHEETS Structural S-00 FOUNDTION PLN S-0 ROOF FRMING PLN S-00 FOUNDTION DETILS S-00 FRMING DETILS rchitectural -0 FLOOR PLN -0 REFLETED EILING PLN -0 ROOF PLN -00 EXTERIOR UILDING ELEVTIONS -00 UILDING SETIONS -0 WLL SETIONS - WLL SETIONS -0 DETILS -00 DOOR SHEDULES - DOOR & WINDOW TYPES -0 WLL TYPES Grand total: SHOPPES T HLE DRIVE ISSUED FOR ONSTRUTION PROJET NUMER: DTE: 0 0//0 //0 8::0 M 9 HLE DRIVE HOLMEN, WI G-00

2 00 National Drive, Suite 0 Onalaska, Wisconsin, SW V / ST T U D DDL DJ FF G GGR HU LUM LTN MP P PPROX RH SPH STM TTEN UTO UX VG WG MP PIPE S D LDG LK M OTT RG RK TU UR - P EM FH FM GV GS HD HG HW I IP J KT LG LO LR MP MU ND NDS O W OL ON OND ONN ONSTR ONT ONTD ONV OP ORR P PE PLG PT R SPE SK T TR U U FT U YD UR V NHOR OLT RHITETURL RRIERS T IR REK SWITH OVE IR ONDITIONING OUSTI OUSTIL EILING TILE IR ONDITIONING UNIT MERINS WITH DISILITIES T DDITIONL DJENT, DJUSTLE OVE FINISHED FLOOR OVE GRDE GGREGTE IR HNDLING UNIT LUMINUM LTERNTE MPERE ESS PNEL PPROXIMTELY RHITETURE SPHLT MERIN SOIETY FOR TESTING MTERILS TTENUTE UTOMTI UXILIRY VERGE MERIN WIRE GGE ITUMINOUS OTED ORRUGTED METL Y HNGING STTION ORD UILDING LOK EM, ENH MRK OTTOM ERING RIK RITISH THERML UNIT UILT - UP ROOF ONVERTOR, ONDUIT OOLING OIL ENTER TO ENTER PITY, PITOR EMENT ORD EMENT UI FEET PER HOUR UI FEET PER MINUTE ORNER GURD VINYL ORNER GURD STINLESS OT HOOK ON DOOR HRGE HILLED WTER ST IRON ST IRON PIPE, ST IN PLE ONTROL JOINT IRUIT EILING LOSET LER ORRUGTED METL PIPE ONRETE MSONRY UNIT ONDUIT ONDENSTE LENOUT OLD WTER OLUMN ONRETE ONDUTOR, ONDENSER ONNETION ONSTRUTION ONTINUOUS, ONTROL ONTINUED ONVERTER OPPER ORRUGTE, ORRIDOR IRULTING PUMP HLORINTED POLYETHYLENE OUPLING RPET HIRRIL HLOROSULFONTED POLYETHYLENE OUNTERSINK ERMI TILE ENTER UI, OPPER UI FEET UI YRD URRENT HEK VLVE D D DU D DEG DET DI DIM DIP DIS DISH DL DN DOD DP DR DS DWP DWG DWH E E EF EIFS EL ELE ELEV EMER EMT ENTR EP EPDM EPXY EQL EQPM ER ETR EW EW EXH EXST EXP EXP JT EXT F F F FD FDN FDR FE FEXT FFE FH FH FIG FL FL FLEX FLL FLM FLUOR FNSH FR FRP FRT FS FSS FT FTG FU G GL GLV GMU GIS GL GND GP GPH GPM GR GSU GV GW GYP DEEP DRIP SSEMLY DILUTION IR UNIT DRY UL DEGREES DETIL DIMETER DIMENSION DUTILE IRON PIPE DISONNET DISHRGE DED LOD DOWN DEPRTMENT OF DEFENSE DISTRIUTION PNEL DOOR DOWNSPOUT DRINKING WTER DISPENSER DRWING DOMESTI WTER HETER EST EH EH FE, EXHUST FN EXTERIOR INSULTION FINISH SYSTEM ELEVTION, EXHUST LOUVER ELETRI ELEVTE, ELEVTOR EMERGENY ELETRIL METLLI TUING ENTRNE EFFETIVE PROJETED RE, ENVIROMENTL PROTETION GENY ETHELENE PROPOLENE DINENE MONOMER EPOXY EQUL EQUIPMENT EXHUST REGISTER, EXISTING RELOTED EXISTING TO REMIN EH WY ELETRI WTER OOLER EXHUST EXISTING EXPOSED,EXPNSION EXPNSION JOINT EXTERIOR FHRENHEIT, FE FIELD OLTED FLEXILE ONNETION FLOOR DRIN FOUNDTION FEEDER FIRE EXTINGUISHER INET FIRE EXTINGUISHER FINISH FLOOR ELEVTION FIRE HOSE INET FIRE HYDRNT FIGURE FLOOR FULL - LOD MPERES FLEXILE FLOW LINE FLMMLE FLUORESENT FINISH FRME FIERGLSS REINFORED POLYESTER FIRE RETRDNT TRETMENT FULL SIZE, FLOOR SINK FOLDING SHOWER SET FORT, FOOT, FEET, FLSH TNK FOOTING FUSE GGE GLLON GLVNIZED GLZED ONRETE MSONRY UNIT GEOGRPHI INFORMTION SYSTEM GLSS GROUND GURD POST GLLONS PER HOUR GLLONS PER MINUTE GRDE GLZED STRUTURL UNIT GTE VLVE, GLOE VLVE GYPSUM WLL ORD GYPSUM H H HDW HDWL HGT HID HIT HM HORIZ HP HR HSV HTG HTR HW HVY ID IDEN IL IN IN INS. INTR INVT JT JST J JT KMIL KO KV KV KVR KW KWH L LV LM L LG LK LIQ LP LTG LV MH MINT MN M MFR MTL MX MH M M MDP MEH MH MIN MIS MK MLO MN MO MOD MP MR MSV MT MTD MTG MTL MK N N NE NEM NEUT NFP NI NO NOM NTS HOSE I HETING OIL HRDWRE HEDWLL HEIGHT HIGH INTENSITY DISHRGE HIGH INTENSITY TUNGSTEN HOLLOW METL HORIZONTL HORSEPOWER, HIGH PRESSURE HOUR HOMOGENEOUS SHEET VINYL HETING HETER HOT WTER HEVY INSIDE DIMETER IDENTIFITION INTKE LOUVER INH INNDESENT INSULTION, INSULTED INTERIOR INVERT JOINT JOIST JUNTION OX JUNTION 000 IRULR MILS KNOK OUT KILOVOLT KILOVOLT - MPERE KILOVOLT MPS RETIVE KILOWTT KILOWTT HOUR LIGHTNING RRESTOR LVTORY LMINTE POUND LENGTH, LONG LOKERS LIQUID LOW PRESSURE LIGHTING LOW VOLTGE MHINE MINTENNE MNUL MRKER ORD MNUFTURER MTERIL MXIMUM THOUSND TU PER HOUR MIN IRUIT REKER MOTOR ONTROL ENTER MIN DISTRIUTION PNEL MEHNIL MNHOLE, METL HLIDE MINIMUM, MINUTE MISELLNEOUS MRK MIN LUGS ONLY MIN MOTOR-OPERTED, MSONRY, MONTH MODEL (FOR GENERL USE ONLY), MODIFY, MOTOR OPERTED DMPER MEDIUM PRESSURE MRLE MNUFTURED STONE VENEER MOUNT MOUNTED MOUNTING METL MKE UP IR UNIT NORTH NORMLLY LOSED NTIONL ELETRI ODE NTIONL ELETRIL MNUFTURERS SSOITION NEUTRL NTIONL FIRE PROTETION SSOITION NOT IN ONTRT NORMLLY OPEN, NUMER NOMINL NOT TO SLE O O OD OPN OPNG OPH OVHD P PT PD PH PI PI PIV PJS PL PLS PLYWD PNL PO POL PR PRELIM PRESS PRI PROJ PRV PS PSF PSI PT PT'D PUF PV QFT QT QTS QTT QTY QUL R R RD RP PUMP RPT RD RD RDN REINF REQD RET REV RG RGS RLT RM RM RO RND RPM RST RU S SN SND SNV S SR SHED SD SDT SDFM SET SGL SH SIM SLP SMH SOL SP SPE SPR SPRT OUTSIDE IR ON ENTER OUTSIDE DIMETER OPERTION OPPOSITE HND OVERHED PULL OX, PUSH UTTON PORELIN ERMI TILE PUMP DISHRGE PHSE POINT OF INTERSETION POLYISOUTYLENE POST INDITOR VLVE PROJETOR SREEN PLTE PLSTER PLYWOOD PNEL POINT OF ONNETION POLISH PIR PRELIMINRY PRESSURE PRIMRY PROJETOR PRESSURE REDUING VLVE PULL SWITH POUND FORE PER SQURE FOOT POUND FORE PER SQURE INH PINT, PRESERVTIVE TRETMENT, POINT PINTED POLYURETHNE FOM POLYVINYL HLORIDE QURTZ FLOOR TILE QURT QURRY TILE SMOOTH QURRY TILE TEXTURED QUNTITY QULITY RISER, RDIUS RETURN IR RDIUS REINFORED ONRETE PIPE, REIRULTING REEPTLE ROD, ROOF DRIN REDUE REDUTION REINFORING REQUIRED RETIN REVISION RETURN GRILLE RIGID GLVNIZED STEEL RUER LNDING TILE ROOM RIGID METL ONDUIT ROUGH ROUND REVOLUTIONS PER MINUTE RUER STIR TREDS RUER SE SOUTH SNITRY SNITRY NPKIN - DISPOSL SNITRY NPKIN - VENDOR SELED ONRETE SHOWER URTIN ND ROD SHEDULE SOP DISPENSER STTI DISSIPTIVE VINYL OMPOSITE TILE SUPPLY DIFFUSER (HV) SETION SINGLE SHEET, SHOWER SIMILR SLOPE SNITRY MNHOLE SOLENOID SINGLE POLE, SPING, SPRE SPEIFITION SINGLE PLY ROOF SUPPORT SQ SQURE SQ FT SQURE FOOT SR SUPPLY REGISTER SS SERVIE SINK, STINLESS STEEL, SOLID SURFE ST STEM, STREET ST STTION STD STNDRD STL STEEL ST PR STTI PRESSURE STR STRIGHT, STRENGTH,STREM, STRINER STRUT STRUTURL SUSP SUSPEND SVE SERVIE SVT SOLID VINYL TILE SW SWITH, SOLID WOOD SYS SYSTEM TN TNGENT T & TOP ND OTTOM T TK ORD TM TEMPORRY ENH MRK T TOP OF UR TDH TOTL DYNMI HED TEL TELEPHONE TEMP TEMPERTURE, TEMPORRY TERM TERMINL TG TRNSFER GRILLE THK THIK THR THRESHOLD THRU THROUGH TOM TOP OF MSONRY TOS TOP OF STEEL TOW TOP OF WLL TP TOILET PRTITION TPH TOILET PPER HOLDER TR TRSH REEPTLE TSL TOP OF SL TST THIN SET ERMI TILE TYP TYPIL U UNION U/ UNDER UGND UNDERGROUND UH UNIT HETER UL UNDERWRITERS LORTORY UNO UNLESS NOTED OTHERWISE UP URINL PRTITION UPS UNINTERUPTLE POWER SUPPLY URN URINL US UNITED STTES USE UNITED STTES RMY ORPS OF ENGINEERS UTIL UTILITY V VOLT, VLVE V VUUM V VINYL SE V VITRIFIED LY VP VITRIFIED LY PIPE VT VINYL OMPOSITION TILE VEL VELOITY VENT VENTILTION VERT VERTIL VEST VESTIULE VOL VOLUME VR VPOR RETRDER VS VENT STK VTR VENT THROUGH ROOF W WEST, WTT,WIDTH, WSTE W/ WITH W/O WITHOUT W WINDOW LINDS W WTER LOSET WD WOOD, WINDOW DIMENSION WDS WOOD STIN WH WTER HMMER RRESTOR WI WROUGHT IRON WL WTER LEVEL WM WLK-OFF MT WRGW WTER RESISTNT GYPSUM WLLORD WS WSTE STK, WTER SURFE WT WEIGHT WTHPRF WETHERPROOF WTR WTER WWM WELDED WIRE MESH XR ROSS RING XFMR TRNSFORMER XSTR EXTR STRONG YD YRD YR YER SHOPPES T HLE DRIVE 9 HLE DRIVE REVITIONS # DTE DESRIPTION DRWN Y: PROJET # LK 0 //0 8:: M G-00 ISSUED FOR ONSTRUTION PROJET ISSUE DTE: 0//0

3 00 National Drive, Suite 0 Onalaska, Wisconsin, ODE SUMMRY-009 (I) (WI MENDMENTS) ODE INFORMTION PROJET NME : SHOPPES T HLE DRIVE 9 HLE DRIVE HOLMEN, WI PPLILE ODES UILDING ODE I W/ WISONSIN MENDMENTS HPTER : USE ND OUPNY LSSIFITION MERNTILE OUPNY SETION 09 GROUP M: MERNTILE SETION 0 GROUP : USINESS SETION 0 GROUP : RESTURNTS UNDER 0 OUPNTS HPTER : GENERL UILDING HEIGHTS ND RES TLE 0: LLOWLE UILDING HEIGHTS ND RES a = {t + [t x If ]+ [t x Is ]} If=[F/P-0.)W/0 Is = 0 GROUP : STORIES, 0 FT : 9,000 SQ FT GROUP M: STORIES, 0 FT : 9,000 SQ FT - MOST RESTRITIVE SETION 0: UILDING RE MODIFITIONS 0. General. The areas limited by Table 0 shall be permitted to be increased due to frontage (If) and automatic sprinkler system protection (Is) in accordance with the following: - ENTIRE UILDING PERIMETER HS 0'-0" LER TO RIGHT OF WY. - NO SPRINKLER HPTER 0: MENS OF EGRESS SETION 00: OUPNT LOD TLE 00..: MXIMUM FLOOR RE LLOWNES PER OUPNT GROUP : USINESS 00 SF GROSS GROUP M: MERNTILE (SLES) 0 SF GROSS SETION 00: EGRESS WIDTH SETION 00.: MINIMUM REQUIRED EGRESS WIDTH. INHES PER OUPNT FOR STIRWYS. INHES PER OUPNT FOR OTHER EGRESS OMPONENTS OUPNT LOD (SED ON TOTL UILDING RE OF 0,80) OUPNY OUPNTS MERNTILE - (SSUMING ENTIRE UILDING IS MERNTILE TENNTS) USINESS 09 - (SSUMING ENTIRE UILDING IS USINESS TENNTS) USINESS 9 - (SSUMING ENTIRE UILDING IS USINESS / FOOD, 9 MX E. TENNT) SETION 00: MENS OF EGRESS ILLUMINTION PROVIDE EGRESS ILLUMINTION PER SETION 00 SETION 0: EXIT SIGNS 0, EXEPTION # - "MIN EXTERIOR EXIT DOORS OR GTES THT RE OVIOUSLY OR LERLY EXIT IDENTIFILE S EXITS NEED NOT HVE EXIT SIGNS WHERE PPROVED Y THE UILDING OFFIIL". TENNT STOREFRONTS RE TRNSPRENT GLSS, ND RE THEREFORE OVIOUS EXITS. INDIVIDUL TENNT UILDOUTS MY REQUIRE DDITIONL EXIT SIGNS, UNDER SEPRTE REVIEW ND PPROVL. SETION 0: EXIT ESS TRVEL DISTNE TLE 0.: EXIT ESS TRVEL DISTNE GROUP M: a = {9,000 + [9,000 x.]+ [9,000 x 0]} Maximum llowable area =,0sf ctual area = 0,80 sf OUPNY M HPTER - ESSIILITY WITHOUT SPRINKLER SYSTEM 00 FT 00 FT HPTER : TYPES OF ONSTRUTION TLE 0: FIRE RESISTNE RTING REQUIREMENTS FOR UILDING ELEMENTS (HOURS) TYPE V ONSTRUTION UILDING & SITE TO OMPLY WITH PPLILE SETIONS OF HPTER HPTER 9 - PLUMING SYSTEMS SUMITTED SEPRTELY Y FUTURE TENNT ELEMENT RTING STRUTURL FRME 0 ERING WLLS 0 NON-ERING WLLS 0 FLOOR ONSTRUTION 0 NON-ERING WLLS & PRTITIONS INTERIOR 0 HPTER 9: FIRE PROTETION SYSTEMS SETION 90: UTOMTI SPRINKLER SYSTEMS NOT REQUIRED SETION 90: FIRE LRM ND DETETION SYSTEMS NOT REQUIRED SETION 90 PORTLE FIRE EXTINGUISHERS 90. GENERL PORTLE FIRE EXTINGUISHERS SHLL E PROVIDED IN OUPNIES ND LOTIONS S REQUIRED Y THE INTERNTIONL FIRE ODE. SHOPPES T HLE DRIVE 9 HLE DRIVE LIFE SFETY - ODE REVIEW # DTE DESRIPTION DRWN Y: PROJET # LK 0 //0 8:: M G-00 ISSUED FOR ONSTRUTION PROJET ISSUE DTE: 0//0

4 GENERL NOTES - LIFE SFETY DIRETION OF EGRESS XX" TOTL EXIT WIDTH T DOOR 000 TOTL OUPNTS EXITING T DOOR OMMON PTH OF TRVEL 00'-0" MXIMUM 00 National Drive, Suite 0 Onalaska, Wisconsin, EH TENNT SHLL SUMIT PLNS FOR PPROVL TO THE STTE OF WISONSIN FIRE NUMER SHLL E PLED ON EH TENNT SPE. OORDINTE WITH LOL FIRE DEPRTMENT REFER TO IVIL PLNS FOR SITE ESSIILITY " " " " " " RESTROOMS Y FUTURE TENNTS. UNDER SEPERTE REVIEW. TYP. F.E. F.E. F.E. F.E. F.E. F.E. MEH 0 0' - 0" 9' - 8 /" 9' - 8 /" TENNT 0 TENNT 0 TENNT S.F. 00 S.F. 0 S.F. 0 S.F. 00 S.F. 8 S.F. '' OR 'M' OUPNY WLL TO DEK REQUIRED SMOKE RRIER Y TENNTS '' OR 'M' OUPNY WLL TO DEK REQUIRED SMOKE RRIER Y TENNTS '' OR 'M' OUPNY WLL TO DEK REQUIRED SMOKE RRIER Y TENNTS TENNT 0 '' OR 'M' OUPNY WLL TO DEK REQUIRED SMOKE RRIER Y TENNTS TENNT 0 '' OR 'M' OUPNY WLL TO DEK REQUIRED SMOKE RRIER Y TENNTS TENNT 0 '' OR 'M' OUPNY SHOPPES T HLE DRIVE 9 HLE DRIVE LIFE SFETY - ST FLOOR PLN # DTE DESRIPTION " " " " " " ' - 0 /" 0' - 0" ' - 8" ' - 8" 0' - 0" ' - 0 /" 9' - " DRWN Y: PROJET # LK 0 //0 8:: M LIFE SFETY FLOOR PLN /8" = '-0" G-00 NORTH G-00 ISSUED FOR ONSTRUTION PROJET ISSUE DTE: 0//0

5 VERIFY STTION FOR INLET STKEOUT INFORMTION: FOR STKEOUT LOTION ND OFFSETS. LOTION. REFER TO STKEOUT POLIY STKEOUT INFORMTION: VERIFY STTION FOR INLET LOTION. REFER TO STKEOUT POLIY FOR STKEOUT LOTION ND OFFSETS. DIVISION ERTH WORK 0 00 SITE LERING (DEMOLITION).ONTRTOR SHLL LL DIGGER'S HOT LINE ND ONDUT PRIVTE UTILITY LOTE S REQUIRED TO ENSURE THT LL UTILITIES HVE EEN LOTED EFORE STRTING SITE DEMOLITION. DESIGN ENGINEER SHLL E NOTIFIED OF NY DISREPNIES ETWEEN PLN ND FIELD ONDITIONS PRIOR TO ONSTRUTION.. DEMOLITION PLN IS N OVERVIEW OF DEMOLITION TO TKE PLE ON SITE. ONTRTOR TO FIELD VERIFY EXISTING SITE ONDITIONS PRIOR TO IDDING. ONTRTOR SHLL REMOVE, REPLE, OR DEMOLISH LL ITEMS S NEEDED DURING ONSTRUTION..ONTRTOR TO PROTET EXISTING IMPROVEMENTS THT RE SHEDULED TO REMIN. NY DMGE TO EXISTING FILITIES SHLL E REPLED T ONTRTORS EXPENSE. D. LL ONRETE NOTED TO E REMOVED SHLL E REMOVED TO THE NEREST ONTROL JOINT ERTH MOVING.ONTRTOR SHLL LL DIGGER'S HOT LINE ND ONDUT PRIVTE UTILITY LOTE S REQUIRED TO ENSURE THT LL UTILITIES HVE EEN LOTED EFORE STRTING EXVTION. DESIGN ENGINEER SHLL E NOTIFIED OF NY DISREPNIES ETWEEN PLN ND FIELD ONDITIONS PRIOR TO ONSTRUTION.. PROVIDE LL LOR, MTERILS ND EQUIPMENT FOR LL EXVTION, GRDING, FILL ND KFILL WORK S REQUIRED TO OMPLETE THE GENERL ONSTRUTION WORK. LL EXVTION ND KFILL FOR ELETRILS ND MEHNILS RE THE RESPONSIILITY OF THE RESPETIVE ONTRTOR.. LL ORGNI TOPSOIL INSIDE THE UILDING RE, UNDER PVED RES, ND T SITE FILL RES SHLL E REMOVED. PROOF ROLL SUGRDES EFORE PLING FILL WITH HEVY PNEUMTI-TIRED EQUIPMENT, SUH S FULLY-LODED TNDEM XLE DUMP TRUK, TO IDENTIFY SOFT POKETS ND RES OF EXESS YIELDING. ONTRTOR SHLL VERIFY TOPSOIL DEPTHS PRIOR TO ONSTRUTION. THE ONTRTOR SHLL REVIEW ND FOLLOW THE REOMMENDTIONS OF THE GEOTEHNIL REPORT ND OUNT FOR EXISTING ONDITIONS PRIOR TO SUMITTING ID FOR THE PROJET. EXESS MTERILS SHLL E REMOVED FROM THE SITE UNLESS OTHERWISE DIRETED IN THE PLNS OR Y LOL ZONING REQUIREMENTS. D.PLE ND OMPT FILL MTERIL IN LYERS TO REQUIRED ELEVTIONS. UNIFORMLY MOISTEN OR ERTE SUGRDE ND EH SUSEQUENT FILL OR KFILL LYER EFORE OMPTION S REOMMENDED TO HIEVE SPEIFIED DRY DENSITY. REMOVE ND REPLE, OR SRIFY ND IR DRY, OTHERWISE STISFTORY SOIL MTERIL THT IS TOO WET TO OMPT TO SPEIFIED DRY DENSITY. E. PLE KFILL ND FILL MTERILS IN LYERS NOT MORE THN 8" IN LOOSE DEPTH FOR MTERIL OMPTED Y HEVY OMPTION EQUIPMENT, ND NOT MORE THN " IN LOOSE DEPTH FOR MTERIL OMPTED Y HND-OPERTED TMPERS. F. OMPT THE SOIL TO NOT LESS THN THE FOLLOWING PERENTGES OF MXIMUM DRY DENSITY ORDING TO STM D 98, STNDRD PROTOR TEST. FILL MY NOT E PLED ON FROZEN GROUND ND NO FROZEN MTERILS MY E USED FOR K FILL. PPLY THE MORE STRINGENT REQUIREMENTS WHEN OMPRING ETWEEN THE FOLLOWING ND THE GEOTEHNIL REPORT.. UNDER FOUNDTIONS - SUGRDE, ND EH LYER OF KFILL OR FILL MTERIL, TO NOT LESS THN 98 PERENT.. UNDER INTERIOR SL-ON-GRDE WHERE GROUNDWTER IS MORE THN FEET ELOW THE SL - PLE DRINGE OURSE LYER OF /" RUSHED STONE, WITH % TO % FINES, PER THIKNESS INDITED ON FOUNDTION PLNS ON PREPRED SUGRDE. OMPT THE SUGRDE ND DRINGE OURSE TO NOT LESS THN 9 PERENT.. UNDER INTERIOR SL-ON-GRDE WHERE GROUNDWTER IS WITHIN FEET OF THE SL SURFE- PLE DRINGE OURSE LYER OF LEN /" RUSHED STONE, WITH NO MORE THN % FINES, PER THIKNESS INDITED ON FOUNDTION PLNS ON PREPRED SUGRDE. OMPT THE SUGRDE ND DRINGE OURSE TO NOT LESS THN 9 PERENT.. UNDER EXTERIOR ONRETE ND SPHLT PVEMENTS - OMPT THE SUGRDE ND EH LYER OF KFILL OR FILL MTERIL TO NOT LESS THN 9 PERENT.. UNDER WLKWYS - OMPT SUGRDE ND EH LYER OF KFILL OR FILL MTERIL TO NOT LESS THN 9 PERENT.. UNDER LWN OR UNPVED RES - OMPT SUGRDE ND EH LYER OF KFILL OR FILL MTERIL, TO NOT LESS THN 8 PERENT. G.ONTRTOR SHLL ENGGE QULIFIED INDEPENDENT TESTING ND INSPETING GENY TO PERFORM FIELD TESTS ND INSPETIONS. IT IS SUGGESTED THT THE GEOTEHNIL FIRM USED TO PERFORM THE SUSURFE SOIL INVESTIGTION E ENGGED FOR THE FIELD QULITY ONTROL TESTS. THE GEOTEHNIL REPORT WS PERFORMED Y PROFESSIONL SERVIES INDUSTRIES, IN. H. LLOW THE TESTING GENY TO TEST ND INSPET SUGRDES ND EH FILL OR KFILL LYER. PROEED WITH SUSEQUENT ERTHWORK ONLY FTER TEST RESULTS FOR PREVIOUSLY OMPLETED WORK OMPLY WITH REQUIREMENTS. PROVIDE ONE TEST FOR EVERY 000 SQURE FEET OF PVED RE OR UILDING SL, ONE TEST FOR EH SPRED FOOTING, ND ONE TEST FOR EVERY 0 LINER FEET OF WLL STRIP FOOTING. I. WHEN THE TESTING GENY REPORTS THT SUGRDES, FILLS, OR KFILLS HVE NOT HIEVED DEGREE OF OMPTION SPEIFIED, SRIFY ND MOISTEN OR ERTE, OR REMOVE ND REPLE SOIL TO DEPTH REQUIRED; REOMPT ND RETEST UNTIL SPEIFIED OMPTION IS OTINED. J. THE UILDING SITE SHLL E GRDED TO PROVIDE DRINGE WY FROM THE UILDING S INDITED ON THE PLNS. SITE ERTHWORK SHLL E GRDED TO WITHIN 0.0' OF REQUIRED ERTHWORK ELEVTIONS SSUMING POSITIVE DRINGE IS MINTINED IN ORDNE WITH THE GRDING PLN EROSION ONTROL. THE GRDING PLN REFLETS,00 S.F. (0.9 RES) OF DISTURED RE. THE SITE IS THEREFORE EXEMPT FROM WISONSIN DEPRTMENT OF NTURL RESOURES NR NOTIE OF INTENT REQUIREMENTS. THE DESIGN ENGINEER SHLL PREPRE N EROSION ONTROL PLN TO MEET NR.0 ONSTRUTION SITE PERFORMNE STNDRDS FOR NON-PERMITTED SITES.. EROSION ND SEDIMENT ONTROL IMPLEMENTED DURING ONSTRUTION SHLL STRITLY OMPLY WITH THE GUIDELINES ND REQUIREMENTS SET FORTH IN WISONSIN DMINISTRTIVE ODE (W...) NR, THE STTE OF WISONSIN DEPRTMENT OF NTURL RESOURES RUNOFF MNGEMENT PERFORMNE STNDRDS. TEHNIL STNDRDS PULISHED Y THE WISONSIN DNR SHLL LSO E UTILIZED TO IMPLEMENT THE REQUIRED PERFORMNE STNDRDS. THE METHODS ND TYPES OF EROSION ONTROL WILL E DEPENDENT ON THE LOTION ND TYPE OF WORK INVOLVED. LL SEDIMENT ONTROL MESURES SHLL E DJUSTED TO MEET FIELD ONDITIONS T THE TIME OF ONSTRUTION, ND INSTLLED PRIOR TO NY GRDING OR DISTURNE OF EXISTING SURFE MTERIL. ELOW IS LIST OF EROSION ND SEDIMENT ONTROL EST MNGEMENT PRTIES TO HIEVE THE PERFORMNE STNDRDS REQUIRED.. SILT FENE SHLL E PLED ON SITE T LOTIONS SHOWN ON THE EROSION ONTROL PLN. SILT FENE SHLL LSO E PROVIDED ROUND THE PERIMETER OF LL SOIL STOKPILES. FOLLOW PROEDURES FOUND IN WISONSIN DNR TEHNIL STNDRD 0.. STONE TRKING PDS SHLL E PLED T LL ONSTRUTION SITE ENTRNES ND SHLL E INSTLLED PRIOR TO NY TRFFI LEVING THE ONSTRUTION SITE. SEE THE EROSION ONTROL PLN FOR LOTIONS. THE GGREGTE USED SHLL E TO INH LER OR WSHED STONE, ND SHLL E PLED IN LYER T LEST INHES THIK. THE STONE SHLL E UNDERLIN WITH WISDOT TYPE R GEOTEXTILE FRI. THE TRKING PD SHLL E THE FULL WIDTH OF THE EGRESS POINT, ND SHLL E MINIMUM OF 0 FEET LONG. SURFE WTER MUST E PREVENTED FROM PSSING THROUGH THE TRKING PD. FOLLOW PROEDURES FOUND IN WISONSIN DNR TEHNIL STNDRD 0.. STORM DRIN INLET PROTETION SHLL E PROVIDED FOR LL NEW ND DOWNSTREM STORM TH SINS ND UR INLETS. TYPE OR PROTETION SHOULD E PROVIDED ND SHLL E IN ONFORMNE WITH WISONSIN DNR TEHNIL STNDRD 00.. DUST ONTROL MESURES SHLL E PROVIDED TO REDUE OR PREVENT THE SURFE ND IR TRNSPORT OF DUST DURING ONSTRUTION. ONTROL MESURES INLUDE PPLYING MULH ND ESTLISHING VEGETTION, WTER SPRYING, SURFE ROUGHENING, PPLYING POLYMERS, SPRY-ON TKIFIERS, HLORIDES, ND RRIERS. SOME SITES MY REQUIRE N PPROH THT UTILIZES OMINTION OF MESURES FOR DUST ONTROL. FOLLOW PROEDURES FOUND IN WISONSIN DNR TEHNIL STNDRD 08.. THE USE, STORGE, ND DISPOSL OF HEMILS, EMENT, ND OTHER OMPOUNDS ND MTERILS USED ON SITE SHLL E MNGED DURING THE ONSTRUTION PERIOD TO PREVENT THEIR TRNSPORT Y RUNOFF INTO WTERS OF THE STTE.. ONTRTOR SHLL PROVIDE N OPEN GGREGTE ONRETE TRUK WSHOUT RE ON SITE. ONTRTOR TO ENSURE THT ONRETE WSHOUT SHLL E ONTINED TO THIS DESIGNTED RE ND NOT E LLOWED TO RUN INTO STORM INLETS OR INTO THE OVERLND STORMWTER DRINGE SYSTEM. WSHOUT RE SHLL E REMOVED UPON OMPLETION OF ONSTRUTION.. TEMPORRY SITE RESTORTION SHLL TKE PLE IN DISTURED RES THT WILL NOT E ROUGHT TO FINL GRDE OR ON WHIH LND DISTURING TIVITIES WILL NOT E PERFORMED FOR PERIOD GRETER THN DYS ND REQUIRES VEGETTIVE OVER FOR LESS THN ONE YER. THIS TEMPORRY SITE RESTORTION REQUIREMENT LSO PPLIES TO SOIL STOKPILES THT EXIST FOR MORE THN DYS. PERMNENT RESTORTION PPLIES TO RES WHERE PERENNIL VEGETTIVE OVER IS NEEDED TO PERMNENTLY STILIZE RES OF EXPOSED SOIL. PERMNENT STILIZTION SHLL OUR WITHIN WORKING DYS OF FINL GRDING. TOPSOIL, SEED, ND MULH SHLL E IN GENERL ONFORMNE WITH TEHNIL STNDRDS 08 ND 09 ND SHLL MEET THE SPEIFITIONS FOUND IN THE LNDSPING ND SITE STILIZTION SETION OF THIS ONSTRUTION DOUMENT. NY SOIL EROSION THT OURS FTER FINL GRDING ND/OR FINL STILIZTION MUST E REPIRED ND THE STILIZTION WORK REDONE. 8. IF SITE DEWTERING IS REQUIRED TO REMOVE SEDIMENT FROM ONSTRUTION SITE STORMWTER PRIOR TO DISHRGING OFF-SITE OR TO WTERS OF THE STTE, FOLLOW PROEDURES FOUND IN TEHNIL STNDRD LL OFF-SITE SEDIMENT DEPOSITS OURRING S RESULT OF ONSTRUTION WORK OR STORM EVENT SHLL E LENED UP Y THE END OF EH WORKING DY. FLUSHING SHLL NOT E LLOWED.. LL EROSION ONTROL DEVIES SHLL T MINIMUM E INSPETED WEEKLY ND WITHIN HOURS FTER EVERY PREIPITTION EVENT THT PRODUES 0. INHES OF RIN OR MORE DURING HOUR PERIOD. MINTENNE SHLL E PERFORMED PER WISONSIN DMINISTRTIVE ODE (W...) NR STORMWTER MNGEMENT TEHNIL STNDRD REQUIREMENTS. D.EROSION ONTROL MESURES SHLL NOT E REMOVED UNTIL THE RE(S) SERVED HVE ESTLISHED VEGETTIVE OVER. E. THE ONTRTOR IS RESPONSILE FOR OTINING LL LOL EROSION ONTROL PERMITS. DIVISION EXTERIOR IMPROVEMENTS 0 00 GGREGTE SE & SPHLT PVEMENT.ONTRTOR TO PROVIDE OMPTED GGREGTE SE ND HOT MIX SPHLT PVEMENT WHERE INDITED ON THE PLNS. LL GGREGTE PROVIDED MUST OMPLY WITH SETION 0 OF THE WISONSIN STNDRD SPEIFITIONS FOR HIGHWY ND STRUTURE ONSTRUTION. PROVIDE HOT MIX SPHLT MIXTURE TYPES PER SETION 0 OF THE WISONSIN STNDRD SPEIFITIONS FOR HIGHWY ND STRUTURE ONSTRUTION. ONTRTOR TO PROVIDE GGREGTE SE ND HOT MIX SPHLT PVEMENT TYPES ND DEPTHS S INDITED ELOW: STNDRD SPHLT PVING -/ SURFE OURSE ( LT 8-8S) -/ INDER OURSE ( LT 8-8S) OF -/ RUSHED GGREGTE OF RUSHED GGREGTE. ONTRTOR TO OMPT THE GGREGTE SE, SPHLT INDER OURSE, ND SPHLT SURFE OURSE TO N VERGE DENSITY PER WISONSIN STNDRD SPEIFITIONS FOR HIGHWY ND STRUTURE ONSTRUTION. LL SPHLT PVEMENT RES SHLL E PVED TO WITHIN 0.0' OF DESIGN SURFE GRDES WITH POSITIVE DRINGE EING MINTINED IN ORDNE WITH DESIGN PLNS. MINIMUM OF % SLOPE SHLL E MINTINED IN LL SPHLT PVEMENT RE..HOT MIX SPHLT ONSTRUTION TO E PROVIDED PER MORE STRINGENT REQUIREMENTS OF GEOTEHNIL REPORT OR ONSTRUTION DOUMENTS. D. ONTRTOR TO PROVIDE WIDE YELLOW PINTED STRIPING FOR PRKING STLLS, TRFFI LNES, ND NO PRKING RES. YELLOW PINT MRKINGS SHLL LSO E PROVIDED FOR H.. ESSILE SYMOLS, TRFFI RROWS, ND TRFFI MESSGES ONRETE ND GGREGTE SE.ONTRTOR TO PROVIDE RUSHED GGREGTE SE ND ONRETE WHERE INDITED ON THE PLNS.. LL GGREGTE PROVIDED MUST OMPLY WITH SETION 0 OF THE WISONSIN STNDRD SPEIFITIONS FOR HIGHWY ND STRUTURE ONSTRUTION. LL GGREGTE PLED MUST E OMPTED TO N VERGE DENSITY PER WISONSIN STNDRD SPEIFITIONS FOR HIGHWY ND STRUTURE ONSTRUTION..DESIGN ND ONSTRUTION OF LL ST-IN-PLE EXTERIOR ONRETE FLT WORK SHLL ONFORM TO I 0R-08. D.EXTERIOR ONRETE FLT WORK ONSTRUTION TO E PROVIDED PER MORE STRINGENT REQUIREMENTS OF THE GEOTEHNIL REPORT OR THIS SPEIFITION. ONRETE FLT WORK ONSTRUTION IS S FOLLOWS:. SIDEWLK ONRETE - OF ONRETE OVER PREPRED SUGRDE. ONTRTION JOINTS SHLL ONSIST OF /8 WIDE Y DEEP TOOLED JOINT WHERE INDITED ON THE PLNS.. HEVY DUTY DUMPSTER PRON/DRIVE-THRU ONRETE(LTERNTE) - OF ONRETE OVER OF / RUSHED GGREGTE. ONRETE SHLL E REINFORED WITH X W.9XW.9 W.W.F. ONTRTION JOINTS SHLL E SWUT. IN DEPTH ND E SPED MXIMUM OF ' ON ENTER. E. DESIGN MIXES SHLL E IN ORDNE WITH STM 9. STRENGTH TO E MINIMUM OF,000 PSI T 8 DYS FOR EXTERIOR ONRETE.. SLUMP SHLL NOT EXEED FOR EXTERIOR ONRETE FLT WORK. SLUMP SHLL E. OR LESS FOR SLIP-FORMED UR ND GUTTER. SLUMP SHLL E ETWEEN. TO FOR NON SLIP-FORMED UR ND GUTTER.. LL EXTERIOR ONRETE SHLL E IR ENTRINED WITH % TO % IR ONTENT. NO OTHER DMIXTURES SHLL E USED WITHOUT PPROVL OF EXEL ENGINEERING, IN. LIUM HLORIDE SHLL NOT E USED.. MXIMUM GGREGTE SIZE FOR LL EXTERIOR ONRETE SHLL E 0. INHES. F. VERIFY EQUIPMENT ONRETE PD SIZES WITH RESPETIVE ONTRTORS. PDS SHLL HVE FIERMESH 00 FIERS T RTE OF. LS/U. YD. OR X -W. X W. WELDED WIRE MESH WITH MINIMUM INH OVER. EQUIPMENT PDS SHLL E. INHES THIK WITH INH HMFER UNLESS SPEIFIED OTHERWISE. OORDINTE DDITIONL PD REQUIREMENTS WITH RESPETIVE ONTRTOR. G.LL ONRETE FLT WORK SURFES ND ONRETE UR FLOWLINES SHLL E ONSTRUTED TO WITHIN 0.0' OF DESIGN SURFE ND FLOWLINE GRDES SSUMING POSITIVE DRINGE IS MINTINED IN ORDNE WITH THE DESIGN PLNS. H. ONRETE FLT WORK SHLL HVE ONSTRUTION JOINTS OR SW UT JOINTS PLED S INDITED ON THE PLNS OR PER THIS SPEIFITION. SWUTS SHLL E DONE S SOON S POSSILE, UT NO LTER THN HOURS FTER ONRETE IS PLED. ONRETE UR ND GUTTER JOINTING SHLL E PLED EVERY 0' OR LOSER (' MIN.). LL EXTERIOR ONRETE SHLL HVE LIGHT ROOM FINISH UNLESS NOTED OTHERWISE. UNIFORM OT OF HIGH SOLIDS URING OMPOUND MEETING STM 09 SHOULD E PPLIED TO LL EXPOSED ONRETE SURFES. LL ONRETE IS TO E URED FOR DYS. EXTERIOR ONRETE SHLL E SEPRTED FROM UILDINGS WITH ONTINUOUS 0. INH FIER EXPNSION JOINT ND/OR 0. INH FIER EXPNSION JOINT T DEORTIVE MSONRY UNITS. I. LL REINFORING RS SHLL E STM GRDE 0. THIKNESS OF ONRETE OVER OVER REINFOREMENT SHLL E NOT LESS THN WHERE ONRETE IS DEPOSITED GINST THE GROUND WITHOUT THE USE OF FORMS ND NOT LESS THN. IN LL OTHER LOTIONS. LL REINFORING SHLL E LPPED DIMETERS FOR UP TO # RS, 0 DIMETERS FOR # TO #0 RS OR S NOTED ON THE DRWINGS ND EXTENDED ROUND ORNERS WITH ORNER RS. PLING ND DETILING OF STEEL REINFORING ND REINFORING SUPPORTS SHLL E IN ORDNE WITH RSI ND I MNUL ND STNDRD PRTIES. THE REINFOREMENT SHLL NOT E PINTED ND MUST E FREE OF GRESE/OIL, DIRT OR DEEP RUST WHEN PLED IN THE WORK. LL WELDED WIRE FRI SHLL MEET THE REQUIREMENTS OF STM 8. WELDED WIRE FRI SHLL E PLED FROM TOP OF SL, UNLESS INDITED OTHERWISE. J. ONTRTOR SHLL ENGGE QULIFIED INDEPENDENT TESTING ND INSPETING GENY TO SMPLE MTERILS, PERFORM TESTS, ND SUMIT TEST REPORTS DURING ONRETE PLEMENT. TESTS WILL E PERFORMED ORDING TO I 0. ST ND LORTORY URE ONE SET OF FOUR STNDRD YLINDERS FOR EH OMPOSITE SMPLE FOR EH DY'S POUR OF EH ONRETE MIX EXEEDING U. YD., UT LESS THN U. YD., PLUS ONE SET FOR EH DDITIONL 0 U. YD. OR FRTION THEREOF. PERFORM OMPRESSIVE-STRENGTH TESTS ORDING TO STM 9. TEST TWO SPEIMENS T DYS ND TWO SPEIMENS T 8 DYS. PERFORM SLUMP TESTING ORDING TO STM. PROVIDE ONE TEST T POINT OF PLEMENT FOR EH OMPOSITE SMPLE, UT NOT LESS THN ONE TEST FOR EH DY'S POUR OF EH ONRETE MIX. PERFORM DDITIONL TESTS WHEN ONRETE ONSISTENY PPERS TO HNGE. K. PROTET FRESHLY PLED ONRETE FROM PREMTURE DRYING ND EXESSIVE OLD OR HOT TEMPERTURES. IN HOT, DRY, ND WINDY WETHER, PPLY N EVPORTION-ONTROL OMPOUND ORDING TO MNUFTURER'S INSTRUTIONS FTER SREEDING ND ULL FLOTING, UT EFORE POWER FLOTING ND TROWELLING. L. LIMIT MXIMUM WTER-EMENTIOUS RTIO OF ONRETE EXPOSED TO FREEZING, THWING ND DEIING SLTS TO 0.. M.TEST RESULTS WILL E REPORTED IN WRITING TO THE DESIGN ENGINEER, REDY-MIX PRODUER, ND ONTRTOR WITHIN HOURS FTER TESTS. REPORTS OF OMPRESSIVE STRENGTH TESTS SHLL ONTIN THE PROJET IDENTIFITION NME ND NUMER, DTE OF ONRETE PLEMENT, NME OF ONRETE TESTING SERVIE, ONRETE TYPE ND LSS, LOTION OF ONRETE TH IN STRUTURE, DESIGN OMPRESSIVE STRENGTH T 8 DYS, ONRETE MIX PROPORTIONS ND MTERILS, OMPRESSIVE REKING STRENGTH, ND TYPE OF REK FOR OTH -DY TESTS ND 8-DY TESTS. N.ONTRTOR TO PROVIDE WIDE YELLOW PINTED STRIPING FOR PRKING STLLS, TRFFI LNES, ND NO PRKING RES. YELLOW PINT MRKINGS SHLL LSO E PROVIDED FOR H.. ESSILE SYMOLS, TRFFI RROWS, ND TRFFI MESSGES LNDSPING ND SITE STILIZTION.TOPSOIL: ONTRTOR TO PROVIDE MINIMUM OF OF TOPSOIL FOR LL DISTURED OPEN RES. REUSE SURFE SOIL STOKPILED ON SITE ND SUPPLEMENT WITH IMPORTED OR MNUFTURED TOPSOIL FROM OFF SITE SOURES WHEN QUNTITIES RE INSUFFIIENT. PROVIDE SOIL NLYSIS Y QULIFIED SOIL TESTING LORTORY S REQUIRED TO VERIFY THE SUITILITY OF SOIL TO E USED S TOPSOIL ND TO DETERMINE THE NEESSRY SOIL MENDMENTS. TEST SOIL FOR PRESENE OF TRZINE ND INFORM EXEL ENGINEERING, IN. IF PRESENT PRIOR TO IDDING PROJET. TOPSOIL SHLL HVE PH RNGE OF. TO 8, ONTIN MINIMUM OF PERENT ORGNI MTERIL ONTENT, ND SHLL E FREE OF STONES INH OR LRGER IN DIMETER. LL MTERILS HRMFUL TO PLNT GROWTH SHLL LSO E REMOVED. TOPSOIL INSTLLTION: LOOSEN SUGRDE TO MINIMUM DEPTH OF INHES ND REMOVE STONES LRGER THN IN DIMETER. LSO REMOVE NY STIKS, ROOTS, RUISH, ND OTHER EXTRNEOUS MTTER ND DISPOSE OF THEM OFF THE PROPERTY. SPRED TOPSOIL TO DEPTH OF UT NOT LESS THN WHT IS REQUIRED TO MEET FINISHED GRDES FTER LIGHT ROLLING ND NTURL SETTLEMENT. DO NOT SPRED TOPSOIL IF SUGRDE IS FROZEN, MUDDY, OR EXESSIVELY WET. GRDE PLNTING RES TO SMOOTH, UNIFORM SURFE PLNE WITH LOOSE, UNIFORMLY FINE TEXTURE. GRDE TO WITHIN 0.0 FEET OF FINISHED GRDE ELEVTION.. SEEDED LWNS: SEE LNDSPE PLN FOR SPEIFITIONS.EROSION MTTING:. ONTRTOR TO PROVIDE EROSION ONTROL MTTING (NORTH MERIN GREEN S0) OR EQUIVLENT ON LL SLOPES THT RE : ND GRETER OUTSIDE OF STORMWTER ONVEYNE SWLES ND STORMWTER MNGEMENT SINS.. ONTRTOR TO PROVIDE EROSION MTTING (NORTH MERIN GREEN ) OR EQUIVLENT IN LL SWLE OTTOMS ND SIDE SLOPES S WELL S STORMWTER MNGEMENT SIN OTTOMS ND SIDE SLOPES S REQUIRED. D. TREES ND SHRUS: SEE LNDSPE PLN FOR SPEIFITIONS E. TREE ND SHRU INSTLLTION: SEE LNDSPE PLN FOR SPEIFITIONS. F. TREE ND SHRU MINTENNE/WRRNTY: SEE LNDSPE PLN FOR SPEIFITIONS. G.EDGING: SEE LNDSPE PLN FOR SPEIFITIONS. DIVISION UTILITIES 0 00 SITE UTILITIES.ONTRTOR TO FIELD VERIFY LL EXISTING UNDERGROUND UTILITIES ON SITE. ONTRTOR TO VERIFY PIPE LOTIONS, SIZES, ND DEPTHS T POINT OF PROPOSED ONNETIONS ND VERIFY PROPOSED UTILITY ROUTES RE LER (PER ODE) OF LL EXISTING UTILITIES ND OTHER OSTRUTIONS PRIOR TO ONSTRUTION. OSTS INURRED FOR FILURE TO DO SO SHLL E THE ONTRTORS RESPONSIILITY.. LL PROPOSED SNITRY PIPE SHLL E SDR- PV.LENOUTS SHLL E PROVIDED FOR THE SNITRY SERVIE T LOTIONS INDITED ON THE UTILITY PLN. THE LENOUT SHLL ONSIST OF OMINTION WYE FITTING IN LINE WITH THE SNITRY SERVIE WITH THE LENOUT LEG OF THE OMINTION WYE FING STRIGHT UP. THE LENOUT SHLL ONSIST OF VERTIL PV PIPE WITH WTER TIGHT REMOVLE LENOUT PLUG. N 8 PV FROST SLEEVE SHLL E PROVIDED. THE OTTOM OF THE FROST SLEEVE SHLL TERMINTE OVE THE TOP OF THE SNITRY LTERL OR T LEST ELOW THE PREDITED FROST DEPTH, WHIHEVER IS SHLLOWER. THE LENOUT SHLL EXTEND JUST OVE THE SURFE GRDE IN LWN OR LNDSPE RES WITH THE FROST SLEEVE TERMINTING T THE GRDE SURFE. THE LENOUT SHLL EXTEND TO INHES ELOW SURFE GRDE IN PVED SURFES WITH ZURN (Z--N) HEVY DUTY LENOUT HOUSING PLED OVER THE TOP OF THE LENOUT FLUSH WITH THE SURFE GRDE. IN PVED SURFES, THE FROST SLEEVE SHLL TERMINTE IN ONRETE PD T LEST THIK ND EXTENDING T LEST 9 FROM THE SLEEVE ON LL SIDES, SLOPING WY FROM THE SLEEVE. THE LENOUT HOUSING SHLL E ONSTRUTED PER MNUFTURERS REQUIREMENTS. D. LL PROPOSED WTER PIPE SHLL E 90 PE FOR PIPE DIMETERS OF OR LESS, 900 PV FOR PIPE DIMETERS OF THROUGH, ND -90 PV FOR PIPE DIMETERS OF THROUGH. ' MINIMUM OVER SHLL E PROVIDED OVER LL WTER PIPING UNLESS OTHERWISE SPEIFIED. E. LL PROPOSED HDPE STORM PIPE SHLL E IN ORDNE WITH STM F8. LL ONRETE STORM PIPING SHLL E IN ORDNE WITH STM ND STM. SEE UTILITY PLNS FOR LL STORM PIPE MTERIL TYPES TO E USED. PIPE SHLL E PLED MIN. 8' HORIZONTLLY FROM FOUNDTION WLLS. F. SNITRY, STORM, ND WTER UTILITY PIPE INVERTS SHLL E ONSTRUTED WITHIN 0.0' OF DESIGN INVERT ELEVTIONS SSUMING PIPE SLOPE ND SEPRTION IS MINTINED PER THE UTILITY DESIGN PLNS ND STTE REQUIREMENTS. G.SITE UTILITY ONTRTOR SHLL RUN SNITRY SERVIE TO POINT WHIH IS MINIMUM OF ' FROM THE EXTERIOR WLL OF THE FOUNDTION. SITE UTILITY ONTRTOR SHLL RUN WTER SERVIE TO POINT WITHIN THE FOUNDTION SPEIFIED Y THE PLUMING PLNS. ONTRTOR TO UT ND P WTER SERVIE OVE FINISHED FLOOR ELEVTION. H. LL UTILITIES SHLL E INSTLLED WITH PLSTI OTED TRER WIRE (0 TO GUGE SOLID OPPER, OR OPPER OTED STEEL WIRE). PLSTI WIRE MY E TPED TO PLSTI WTER OR SEWER PIPE. IF TTHED, THE TRER WIRE SHLL E SEURED EVERY TO 0 FEET ND T LL ENDS. TRER WIRE SHLL HVE ESS POINTS T LEST EVERY 00 FEET. I. LL UTILITIES SHLL E INSTLLED PER STTE, LOL, ND INDUSTRY STNDRDS. WTER, SNITRY, ND STORM SEWER SHLL E INSTLLED PER "STNDRD SPEIFITION FOR SEWER ND WTER ONSTRUTION IN WISONSIN". THE DESIGN ENGINEER SHLL E RESPONSILE FOR OTINING STTE PLUMING REVIEW PPROVL. THE ONTRTOR IS RESPONSILE FOR OTINING LL OTHER PERMITS REQUIRED TO INSTLL WTER, SNITRY ND STORM SEWER. J. SEE PLNS FOR LL OTHER UTILITY SPEIFITIONS ND DETILS. PROJET INFORMTION PROJET NUMER ISSUED FOR ONSTRUTION PROFESSIONL SEL SHOPPES T HLE DRIVE 000 HLE DRIVE HOLMEN, WI SHEET DTES ISSUE DTE 0//0 REVISIONS SHEET INFORMTION IVIL OVER ND SPEIFITION SHEET SHEET NUMER.0 0 EXEL ENGINEERING, IN.

6 RHITETS ENGINEERS SURVEYORS 00 MELOT DRIVE FOND DU L, WI 9 PHONE: (90) PROJET INFORMTION PROJET NUMER 000 LOTION. REFER TO STKEOUT POLIY FOR STKEOUT LOTION ND OFFSETS. STKEOUT INFORMTION: VERIFY STTION FOR INLET LOTION. REFER TO STKEOUT POLIY FOR STKEOUT LOTION ND OFFSETS. STKEOUT INFORMTION: VERIFY STTION FOR INLET ISSUED FOR ONSTRUTION SHOPPES T HLE DRIVE HLE DRIVE HOLMEN, WI PROFESSIONL SEL LOTION. REFER TO STKEOUT POLIY FOR STKEOUT LOTION ND OFFSETS. STKEOUT INFORMTION: VERIFY STTION FOR INLET SHEET DTES ISSUE DTE 0//0 REVISIONS SHEET INFORMTION EXISTING SITE ND DEMOLITION PLN SHEET NUMER. 0 EXEL ENGINEERING, IN.

7 subgrade. Lot of ertified Survey Map Number filed in Volume of ertified Survey Maps on Page as Document Number 908; RHITETS ENGINEERS SURVEYORS 00 MELOT DRIVE FOND DU L, WI 9 PHONE: (90) PROJET INFORMTION PROJET NUMER 000 DRIVE-THRU ISSUED FOR ONSTRUTION SHOPPES T HLE DRIVE HLE DRIVE HOLMEN, WI PROFESSIONL SEL DRIVE-THRU SHEET DTES ISSUE DTE 0//0 REVISIONS SHEET INFORMTION SITE PLN SHEET NUMER. 0 EXEL ENGINEERING, IN.

8 RHITETS ENGINEERS SURVEYORS 00 MELOT DRIVE FOND DU L, WI 9 PHONE: (90) PROJET INFORMTION PROJET NUMER 000 LOTION. REFER TO STKEOUT POLIY FOR STKEOUT LOTION ND OFFSETS. STKEOUT INFORMTION: VERIFY STTION FOR INLET LOTION. REFER TO STKEOUT POLIY FOR STKEOUT LOTION ND OFFSETS. STKEOUT INFORMTION: VERIFY STTION FOR INLET LOTION. REFER TO STKEOUT POLIY FOR STKEOUT LOTION ND OFFSETS. VERIFY STTION FOR INLET STKEOUT INFORMTION: ISSUED FOR ONSTRUTION SHOPPES T HLE DRIVE HLE DRIVE HOLMEN, WI LOTION. REFER TO STKEOUT POLIY FOR STKEOUT LOTION ND OFFSETS. STKEOUT INFORMTION: VERIFY STTION FOR INLET LOTION. REFER TO STKEOUT POLIY FOR STKEOUT LOTION ND OFFSETS. VERIFY STTION FOR INLET STKEOUT INFORMTION: PROFESSIONL SEL SHEET DTES ISSUE DTE 0//0 REVISIONS SHEET INFORMTION GRDING ND EROSION ONTROL PLN SHEET NUMER. 0 EXEL ENGINEERING, IN.

9 RHITETS ENGINEERS SURVEYORS 00 MELOT DRIVE FOND DU L, WI 9 PHONE: (90) PROJET INFORMTION PROJET NUMER 000 LOTION. REFER TO STKEOUT POLIY FOR STKEOUT LOTION ND OFFSETS. STKEOUT INFORMTION: VERIFY STTION FOR INLET LOTION. REFER TO STKEOUT POLIY FOR STKEOUT LOTION ND OFFSETS. STKEOUT INFORMTION: VERIFY STTION FOR INLET LOTION. REFER TO STKEOUT POLIY FOR STKEOUT LOTION ND OFFSETS. VERIFY STTION FOR INLET STKEOUT INFORMTION: ISSUED FOR ONSTRUTION SHOPPES T HLE DRIVE HLE DRIVE HOLMEN, WI PROFESSIONL SEL LOTION. REFER TO STKEOUT POLIY FOR STKEOUT LOTION ND OFFSETS. STKEOUT INFORMTION: VERIFY STTION FOR INLET LOTION. REFER TO STKEOUT POLIY FOR STKEOUT LOTION ND OFFSETS. STKEOUT INFORMTION: VERIFY STTION FOR INLET SHEET DTES ISSUE DTE 0//0 REVISIONS SHEET INFORMTION UTILITY PLN SHEET NUMER. 0 EXEL ENGINEERING, IN.

10 RHITETS ENGINEERS SURVEYORS 00 MELOT DRIVE FOND DU L, WI 9 PHONE: (90) PROJET INFORMTION PROJET NUMER 000 ISSUED FOR ONSTRUTION SHOPPES T HLE DRIVE HLE DRIVE HOLMEN, WI PROFESSIONL SEL SHEET DTES ISSUE DTE 0//0 REVISIONS SHEET INFORMTION DETIL SHEET SHEET NUMER. 0 EXEL ENGINEERING, IN.

11 ' ' ' RHITETS ENGINEERS SURVEYORS 00 MELOT DRIVE FOND DU L, WI 9 PHONE: (90) W.0@ 9. 0' 0' ' DRIVE-THRU PROJET INFORMTION PROJET NUMER ' ' ' W.@ 8. 0' ' ' ' 0' 0' DRIVE-THRU SITE PLN - ELETRIL SLE: " = 0' ISSUED FOR ONSTRUTION SHOPPES T HLE DRIVE HLE DRIVE HOLMEN, WI 0 0' 0' 0' PROFESSIONL SEL Schedule Symbol Label QTY Manufacturer atalog Number Description Lamp W ETON - McGRW- EDISON (FORMER OOPER LIGHTING) GW-F-0-LED-E-TFT- 00 GLLEON WLL LUMINIRE () 0 RI, 000K, 00m LIGHTSQURES WITH LEDS EH ND TYPE IV FORWRD THROW OPTIS Industrial, Landscape, Library, Office, Parking, Parks, Pathway, Pedestrian, Prison, Recreation, Residential Retail, Roadway, Sidewalk, Site, Street, Substation, Security, orrosion Resistant, Vandal Resistant, Wet Location SOLUTE PHOTOMETRY IS SED ON LIRTION FTORS RETED USING L LUMEN STNDRDS IN GONIOPHOTOMETER WITH TEST DISTNE OF 8. FEET Number Lamps Lumens per Lamp LLF Wattage 8 9 W R LIGHTING IN. SLIM8N ST ROWN PINTED FINNED METL ONE WHITE MULTI-HIP LIGHT EMITTING DIODE (LED), IMED.9. HOUSING, IRUIT ORD WITH LED, 0-DEGREES FROM VERTIL SE-UP POSITION. SLIM8Y. MOLDED PLSTI REFLETOR WITH TUL PERFORMNE MY VRY. rea, anopy, Dock, SPEULR FINISH, LER FLT GLSS Educational, Facade, Government, Healthcare, Hospitality, Hotel, LENS IN ST ROWN PINTED METL Industrial, Institutional, Library, Manufacturing, Marine, Medical, Office, LENS FRME. Parking, Parks, Pathway Pedestrian, Pool, Recreation, Residential, Retail, Site, Tunnel, Underpass, Utility, Walkway Warehouse, Water Treatment, Direct, Emergency, Security SHEET DTES ISSUE DTE REVISIONS 0//0 ETON - McGRW- EDISON (FORMER OOPER LIGHTING) RL-XX-00-MP 00W MP ROUND RHITETURL OLLRD WITH STKED 00 WTT PULSE-STRT OTED ED- VD URN LOUVERS Statistics KEYNOTES Description Symbol vg Max Min Max/Min vg/min LL KEYNOTES MY NOT PPER ON THIS SHEET. alc Zone #.8 fc.0 fc 0.0 fc N/ N/ Parking Lot.8 fc.0 fc 0. fc.:.0: E. TO PROVIDE ONRETE SE FOR OLLRD LIGHT. SHEET INFORMTION SITE PLN PHOTOMETRI SHEET NUMER PXP 0 EXEL ENGINEERING, IN.

12 FIXTURE TYPE-L FIXTURE TYPE-L FIXTURE TYPE-W RHITETS ENGINEERS SURVEYORS 00 MELOT DRIVE FOND DU L, WI 9 PHONE: (90) PROJET INFORMTION FIXTURE TYPE- FIXTURE TYPE- SHOPPES T HLE DRIVE FIXTURE TYPE-W ISSUED FOR ONSTRUTION FIXTURE TYPE-W HLE DRIVE HOLMEN, WI 000 PROJET NUMER PROFESSIONL SEL SHEET DTES 0//0 ISSUE DTE REVISIONS SHEET INFORMTION PHOTOMETRI UT-SHEETS SHEET NUMER PXP 0 EXEL ENGINEERING, IN.

13 ISSUED FOR ONSTRUTION 0//0 L-

14 S-00 " E.W. TOP. 8'-8" S-00 S-00 '-" DUMPSTER ENLOSER FOUNDTION PLN 9'-" /" '-0 /" '-0 /" 0'-0" '-8" '-8" 0'-0" L NORTH WLL OF UILDING OUTSIDE OF SHERWLL ONTINS N IN THE WOOD FRME WLL, LOTION Y RHITET. '-" - " O.. DOWELS FROM WLL INTO DOORWYS, TYP. L L 80'-0" L '-" 8'-0" '-" '-" '-" 9'-" '-0" 8'-0" '-" 9'-8" '-8" F0* PLE DOWELS FOR S TO STOOPS ENTERED ON S, TYP. VERIFY FINL PLEMENT IN FIELD. '-0" WOOD SHERWLL OVE, HTH F0* F0* F0* F0* x W.xW.. 0'-" TYPIL SHERWLL FOOTING 8 S-00 S-00 SHERWLL FTG'S 0'-" L ELOW MEHNIL ROOM; " ONRETE SL ON SUGRDE REINF. WITH WWF STEEL EM MER SHEDULE L '-" '-0" L FOOTING 0'-8" '-0 /" '-" L /" S-00 ISSUED FOR ONSTRUTION: SHOPPES T HLE DRIVE HLE DRIVE, HOLMEN WISONSIN Project Proj. No.: 00 S-00 0 S-00 DEMISING ND. L FOUNDTION PLN F0 L L L L L F0 F0 F F0 F0 L F0 Sheet Title " P P P 9 S-00 SE TOP OF WLLS. P '-" '-0" 0'-0" 0'-0" '-0" '-0" '-0" '-0" 0'-0" 0'-0" '-8" '-" '-" S-00 '-0"* '-0"* 8'-0"* '-0"* 8 *=TYP. P P P Scale: Drawn y: Date: ddendum : ulletin : Rev. Date: S NOTED ESS onstruction Set: SE PLTE SHEDULE P P P P /S-00 /S-00 /S-00 /S-00 (SEE /S0 FOR NHOR OLT EMEDMENT). FOOTING SHEDULE F0 F0 F '-0" x '-0" x '-0" '-0" x '-0" x '-0" '-" x '-" x '-0" *=DD # TOP RS T 8" O.. - # E.W., OT. 8 - # E.W., OT. - # E.W., OT. FOUNDTION PLN SLS ND VPOR RETRDER INSIDE RETIL UNITS RE TO E Y TENNT. PLE " OF OMPTED GRNULR FILL. TOP OF SUGRDE= 99'-8". TOP OF FOOTING T LL EXTERIOR FOOTINGS= 9'-". TOP OF FOOTING T LL INTERIOR FOOTINGS= 99'-". OORDINTE PLEMENT WITH UTILITIES SO THT FOOTINGS RE DROPPED T LOTIONS WHERE UTILITIES ENTER THE UILDING ELOW ELEV.= 9'-". TOP OF FOUNDTION WLL= TOP OF FUTURE SLS= 00'-0". NORTH Rev. Date: Sheet No: S-00

15 ROOF TRUSS DESIGN NOTES ROOF TRUSS RING NOTES ROOF TRUSS SUMITTL NOTES. ROOF TRUSS DESIGNER TO VERIFY MINIMUM DESIGN LODS.. DESIGN UPLIFT ON ROOF TRUSSES S INDITED IN THE DESIGN DT. PROVIDE TIE DOWN LIP T EH TRUSS, T EVERY POINT OF ERING.. UNLNED SNOW LOD SHLL E TKEN ON EITHER SIDE OF RIDGE ND SHLL E ONSIDERED VLLEY LOTIONS. PPLY DESIGN DRIFT LOTIONS. PPLY DESIGN DRIFT LODS TO ROOF TRUSSES WHERE REQUIRED Y THE PPLILE UILDING ODE, URRENT EDITION. SEE SNOW LOD PLN S00 DEFLETION LIMITS: LODS: LIVE LOD: L/0 TOTL LOD: L/0 ROOF DED LOD: TOP HORD: OTTOM HORD: ROOF TOP MEHNIL UNITS (RTU'S) psf 0 psf OORD W/ MEH SUPPLIER. LL RING SHOWN OR DESRIED SHLL E MINIMUM x WITH - d IN EVERY TRUSS IT ROSSES.. LL TRUSS TOP HORDS SHLL E ONTINUOUSLY RED Y THE ROOF DEKING.. LL TRUSS WE MEMERS SHLL E '-0" O.. UNLESS LULTIONS SHOW OTHERWISE.. LL ROOF TRUSS HORIZONTL RING SHLL E 0'-0" O.. WITH EITHER: a. DIGONL RING EXTENDED TO SHER WLL PRLLEL TO THE ORIGINL RING. SEE RING DETILS ON S9 FIG. (a) - (d). b. /" P RTED SHETHING EXTENDED TO ROOF DEK OR SHER WLL.. LL TRUSS OTTOM HORDS SHLL E '-0" O.. UNLESS LULTIONS SHOW OTHERWISE. ONTINUOUS SHEETING PPLIED TO OTTOM HORD WILL STISFY THIS RING REQUIREMENT. NOTE: TRUSS MNUFTURER MY NOT DEVITE FROM THE FRMING PLNS UNLESS PRIOR PPROVL FROM THE STRUTURL ENGINEER HS EEN GIVEN. IT IS THE TRUSS MNUFTURER'S RESPONSIILITY TO SEEK SUH PPROVL PRIOR TO MNUFTURE ND INSTLLTION OF FRMING MEMERS WOOD TRUSS SHOP DRWINGS SHLL SHOW THE FOLLOWING INFO.. INFORMTION WHIH THE RESPONSILE UILDING DESIGN PROFESSIONL WILL HEK FOR OMPLINE WITH ONTRT DOUMENTS. a. ERETION PLN: SHOWING DIMENSIONED LOTIONS ND TRUSS IDENTIFITION. b. ERING DETILS: SHOWING ERING LENGTH, WIDTH, ND DEPTH INDITING ONFORMNE TO DESIGN LULTIONS. c. DESIGN LODS: LL DED ND LIVE LODS SHLL E SHOWN ON THE FRMING PLN OR TRUSS ELEVTION INDITING ONFORMNE TO TRUSS LULTIONS. d. LL PERMNENT RING: SHOW TOP HORD, OTTOM HORD, & WE MEMER RING ON FRMING PLN ND TRUSS ELEVTION, SUPPLIER ND INSTLLER OF THIS RING SHLL LSO E INDITED. e. TRUSS DIMENSIONS: SHOW DEPTH, SPN ERING, HEIGHT, ND SLOPES T LL RITIL POINTS. f. TRUSS DEFLETIONS: SHOW LIVE LOD ND TOTL LOD DEFELTION SED UPON DESIGN LODS.. INFORMTION THT SHLL E THE RESPONSIILITY OF THE FRITOR ND TRUSS DESIGNER, ND SHLL E PROVIDED WITH THE SHOP DRWING SUMITTL. a. MEMER DESIGN: INLUDING WE ONFIGURTION, MEMER SIZE, GRDE OF LUMER, FRITED SPLIES, ND MEMER RING REQUIRED Y TRUSS DESIGNER. b. MEMER ONNETIONS: DESIGN ND INDITE LL NEESSRY HRDWRE FOR PROPER INSTLLTION OF TRUSSES INLUDING, UT NOT LIMITED TO, GIRDER PLY ONNETIONS, TRUSS-TO-GIRDER ONNETIONS, TIE DOWNS, ND FIELD SPLIES. c. INTERIOR ONNETIONS: DESIGN ND SHOW DETIL OF WE ND HORD ONNETIONS, INLUDING ONNETOR PLTE SIZES, PITIES, ND OLT SIZES. d. ERETION PLN: SHOW SPING ND LYOUT OF NY TEMPORRY RING REQUIRED FOR ERETION. e. STRUTURL DESIGN OF TRUSSES: SUMIT OMPLETE TRUSS LULTIONS STMPED ND SIGNED Y PROFESSIONL ENGINEER IN THE STTE OF WISONSIN ND OTIN LL PPROVLS NEESSRY FOR ONFORMNE TO UILDING ODE. VERIFY SUMITTL ND PPROVL Y SENDING OPY TO THE UILDING DESIGN PROFESSIONL. f. PROVIDE ONTRTOR/INSTLLER WITH LL DT NEESSRY FOR PROPER INSTLLTION. ROOF WIND LOD (LSO SEE DESIGN DT FOR DDITIONL WIND LODS) DESIGN/LNED SNOW LOD (Ps) psf, SEE DRIFTING REQUIREMENTS WINDOW UP TO ' WIDE TO E LOTED IN THIS WLL PER RHITETURL DRWINGS. USE H FOR HEDER SIZE. 0'-0" L UILDING TRUSS ONTRTOR TO OUNT FOR SNOW DRIFT (SEE /S-00) WITH MULTIPLE PLY PRPETS S NEESSRY. LIVE LOD DEFLETION FOR TRUSSES WITHIN ' OF LINE & SHLL E LIMITED TO ". SHERWLL, SEE 8/S-00 S-00 '-0" H SHERWLL, SEE 8/S-00 0'-0" '-0" DOULE x RG STUDS. H SHERWLL, SEE 8/S-00 '-0" H SHERWLL, SEE 8/S-00 '-0" H SHERWLL, SEE 8/S-00 '-0" H '-0" '-0" x DEMISING S-00 TOP OF TOP = '- ". H DESIGN ROOF PORTION FOR N DDITIONL 0 PSF MEHNIL WEIGHT. SHERWLL, SEE 8/S-00 '-0" H SHERWLL, SEE 8/S-00 SHERWLL, SEE 8/S-00 '-0" '-0" H STEP TRUSSES LOWER ROOF. UILD PRPET ROSS ROOF ON LINE. H 0'-0" DOULE x RG STUDS. '-0" SHERWLL, SEE 8/S-00 S-00 L UILDING TRUSS ONTRTOR TO OUNT FOR SNOW DRIFT (SEE /S-00) WITH MULTIPLE PLY PRPETS S NEESSRY. LIVE LOD DEFLETION FOR TRUSSES WITHIN ' OF LINE & SHLL E LIMITED TO ". ISSUED FOR ONSTRUTION: SHOPPES T HLE DRIVE HLE DRIVE, HOLMEN WISONSIN H HSS XX 8 HSS XX 8 HSS XX 8 HSS XX 8 HSS XX 8 HSS XX 8 H HSS XX 8 Project Proj. No.: 00 S-00 WX9 '-0" TO SPLIE WX S-00 SPLIES '-0" TO SPLIE S-00 S-00 0 S-00 WX8 '-0" TO SPLIE FRME x FRONT WLL TO THE UNDER SIDE OF THE STEEL EMS. TYP. TOP OF TOP = '-0 ". WX8 ND. '-0" TO SPLIE WX '-0" TO SPLIE WX9 ROOF PLN Sheet Title Scale: Drawn y: S NOTED ESS Date: 0--0 ddendum : ROOF FRMING PLN ROOF FRMING SHLL E METL PLTE ONNETED WOOD TRUSSES WITH INTEGRL PRPET FRMING " O.. ROOF DEKING SHLL E 8" P RTED SHETHING FSTEN WITH " PNEL EDGES ND INTERIOR SUPPORTS. ROOF DIGONL ROOF NTS SHLL E " THIK P RTED PNELS WITH " EDGES ND INTERIOR SUPPORTS. TRUSS ERING ELEVTION = '- ". TOP OF LINE = '- ". ROOF TRUSSES SHLL E FITTED WITH SIMPSON H. HOLDDOWNS TO WLL PLTES ND NILERS. SEE S-00 FOR SNOW DRIFTING ND WIND DESIGN REQUIREMENTS. WOOD FRMED UILDING WLLS: " O.. WLL SHETHING SHLL E " P RTED PNELS. FSTEN WITH " EDGES UNLESS NOTED SPEIFILLY SHERWLLS. FSTEN INTERIOR PNEL SUPPORTS TO STUDS WITH " O.. SHETHING SHLL E ONTINUOUS FROM WLLS UP PRPETS. MINIMUM NHOR OLTS TO FOUNDTION SHLL E " 8" O..; SEE FOUNDTION PLN. H HEDER = PLY " x 8" LVL WITH DOULE RG STUDS ND ONTINUOUS DDITIONL STUDS. H HEDER = PLY " X " LVL WITH DOULE RG STUDS ND ONTINUOUS DDITIONL STUDS. onstruction Set: 0--0 Rev. Date: Rev. Date: Rev. Date: Sheet No: S-0

16 '-0" LP MIN. FOOTING ORNER REINFORING S-00 NOT USED NHOR OLT EMEDMENT 8 S-00 STD HK '-" FTG. WIDTH " DDED ORNER REINFORING (MTH FTG. REINFORING SIZE). FTG. WIDTH OPTIONL KEY JOINT. REINFORING RS. '-" '-0" LP MIN. FTG. WIDTH /" '-0" LP MIN. PLTE /" X '-" X '-". () HOLES FOR () /" DI. NHOR OLTS W/ 9" EMED. '-0" LP MIN. WLL ORNER REINFORING S-00 STD HK WLL WIDTH S-00 '-0" DDED ORNER REINFORING (MTH SIZE & SPING OF LRGEST HORZ. REINF.). WLL WIDTH PLE VERTIL WLL REINFORING T INSIDE ORNER OF HOOKS (OTHER VERT. REINF. NOT SHOWN FOR LRITY). OPTIONL KEY JOINT. REINFORING RS SEE WLL SETION.. ONTRTOR MY EXTEND HORZ. WLL REINF. WITH '-0" 90 DEGREE HOOK IN. LIEU OF DD ORNER REINF.. NO VERT. WLL ONST. JOINT WITHIN '-0" OF WLL ORNER. SIM. FOR SINGLE HORZ. R. PROJETION - SEE STEEL DWGS. NHOR OLT LENGTH DOULE NUT TOP & OTTOM DD WSHER TO OTTOM. /" " '-0" LP MIN. EMEDMENT * 8 " " 8" " " " " 0" " LL OLTS F, GRDE /" WLL WIDTH * UNLESS NOTED OTHERWISE. '-0" LP MIN. PLTE /" X " X '0". () HOLES FOR () /" DI. NHOR OLTS W/ " EMED. FINISH FLOOR 00'-0" -# RS DDED REINFORING T ROUND S OF " DI. OR LRGER, DDED REINFORING TO E DIGONL TO MIN WLL REINFORING. FUTURE ONRETE FLOOR SL, Y TENNT. RIGID INSULTION. ONRETE FOUNDTION WLL. ONRETE FOUNDTION FOOTING WITH -# ONT. DDED REINFORING T ROUND S IN WLL S-00 lb JOINT. DISONTINUE TOP OF WLL T OLUMN SE PLTES " /" PLTE /" X '" X ". () HOLES FOR () /" DI. NHOR OLTS W/ 8" EMED. '-0" TYP. " 8" S-00 " 8" '-0" '-0" 8" '-0" # POWERS x " O.., SEE PLN. STOOP OR SIDEWLK. T/FTG SEE PLN STOOP SETION SLOPE /" PER FOOT PE GRVEL KFILL. SEE PLN FOR EXTENTS. -# RS ROUND (TYP. FOR S LRGER THN " SQURE). S-00 '-0" TYP. '-0" TYP. DDED REINFORING T SQURE S IN WLL STRUTURL STEEL OLUMN SEE,,, /S-00. " OF NON SHRINK GROUT. FUTURE SL Y TENNT. ONRETE FOUNDTION WLL. '-" 9 S-00 " " TYP. '-0" TYP. /" PLTE /" X " X '0". () HOLES FOR () /" DI. NHOR OLTS W/ " EMED. EXTERIOR WLL S-00 FUTURE ONRETE FLOOR SL, Y TENNT. RIGID INSULTION. ONRETE FOUNDTION WLL. ONRETE FOUNDTION FOOTING WITH - # ONT. SETION 0 TROWEL TOP OF WLL SMOOTH. DISONTINUE TOP OF WLL T OLUMN SE PLTES. STKED TRETED PLTES TO TOP OF FUTURE SL. " NHOR 8" O..; " SHERWLL. SIMPSON HDU 8-SDS. HOLD DOULE STUD. FUTURE SL Y TENNT. S-00 '-0" " 8" '-0" " 8" 8" '-0" SETION '-0" SHERWLL 8" " O.. STUDS WITH " T RTED SHETHING. TRETED SILL PLTE T/WLL 00'-0" () # R ONTINUOUS TOP & OTTOM. " DI. NHOR OLTS x 9" 8" O.. T/FTG SEE PLN # R x 8" '-0" O.. O.. DEMISING WLL. FUTURE SL Y TENNT. T/FLOOR 00'-0" T/FTG 99'-" WOOD SHERWLL, SEE S-0. " DI. SIMPSON TITEN " O.. DEMISING WLL STRIP FOOTING ND REINF.; SEE 0/S-00. ISSUED FOR ONSTRUTION: SHOPPES T HLE DRIVE HLE DRIVE, HOLMEN WISONSIN 9" " MIN Project P S-00 " P S-00 " P S-00 '" " " " P S-00 /" DRILL ND SET IN SIMPSON RYLI DHESIVE (T). SETION S-00 SHERWLL NHOR FOOTING, SEE PLN. FOUNDTION WLLS. Proj. No.: FOUNDTION DETILS 00 Sheet Title Scale: S NOTED Drawn y: ESS SL FOUNDTION REINF. REINF ) IN GROUTED MU WITH 8" IND M. WITH -# ONT. (P). " O.. '-0" Date: ddendum : onstruction Set: 0--0 " /" 8" '-0" " OMPTED GRVEL FILL. DOWELS TO WLL ORES. Rev. Date: Rev. Date: Rev. Date: Sheet No: SETION S-00 S-00

17 ROOF DEKING. SEE RHITETRURL DWG's FOR PRPET. 8" STIFFENER. - " STEEL SIDES OF M. WE. - " WELDED STUDS. 8" " '-" STIFFENERS STEEL EM. METL PLTE ONNETED ROOF TRUSSES WITH PRPET. PLTE "x"x". - " DI. STM OLTS. HSSx. 8" STIFFENERS. - " DI. STM OLTS. HSSx. " W M. 0 " O.. W M. " DI. OLTS. SIMPSON. HOLDDOWN. TRIPLE x TOP PLTE. TRUSS RG = '- " WLL SHETHING. x STUDWLL. T/STEEL ='- /" SETION S-00 '-0" x PRPET. " OS NTED ROOF. LTERNTIVELY ROOF NT SHPE Y TRUSS SUPPLIER. ROOF DEKING. x EVELED LET LOKING TO REEIVE NTED DEKING. ROOF TRUSS & PRPET. SIMPSON. DOULE TOP PLTE. SETION S-00 " OS SPNNING STRONG DIRETION ETWEEN DEK ND WLL. SETION S-00 SETION S-00 EDGE OF FOUNDTION x EVELED LET WLL ELOW LOKING TO REEIVE NTED DEKING -d. x STUDWLL WITH SHETHING ROOF DEKING. x DEK ELEVTION. - SIMPSON SDS TRUSS HORDS TO STUD. x VERTIL WES MXIMUM ' O... -d E END. OTTOM OF TRUSS S NEESSRY. / / T/STEEL ='- /" PROVIDE 8"x8"x8" WELDED STEEL OTTOM FLNGE TO HSS x WHERE NRROW OTTOM FLNGE WIDTH OF W PREVENTS HSS x FROM INTEREPTING THE FLNGE FOR TTHMENT. HSS " x " x '-0" O.. OTTOM OF PL =08'- /" /" " " '-0" /" " 0 SETION S-00 STEEL EM, SEE PLN x WOOD SILL PLTE /" x " x " PLTE TO REEIVE OLTS FROM WOOD WLL SILL PLTE NOT USED S-00 DOULE x TO DJENT TRUSS OTTOM HORDS WITH UPSIDE DOWN ND RIGHT SIDE UP JOIST HNGERS HSS " x " x /" '-0" O.. TO DOULE x LOKING ETWEEN TRUSSES / / " " HSS " x " x /" x 9" ON M. FLNGE / TRUSS RG. HEELS OTTOM OF TRUSS ELEV.='- /" x0 LOKING ETWEEN TRUSSES OVER SHERWLL - /" DI. X /" LONG OLTS FROM PLTE TO DOULE x /" P RTED PNELS " EDGES " INTERIOR DOULE STUD LOK PNEL LINE SETION S-00 S-00 8 LINE,,,, ND & ROOF TRUSS SPE x WLL STKED ON SHER WLL, SHETHED TRUSS RG. ELEV.'- /" DOULE STUD SIMPSON HD-SDS. HOLD DOWN; SEE /S00 ONE END ISSUED FOR ONSTRUTION: SHOPPES T HLE DRIVE HLE DRIVE, HOLMEN WISONSIN SETION " OLTS TO TOP " O.. STEEL EM. INFILL x STUDWLL ELOW TO TOP OF HSS. SIMPSON /" DI. TITEN " O.. '-" MX. SPING 9 SHERWLL ELEVTION S-00 ONRETE FOUNDTIONS; SEE PLN Project Proj. No.: FRMING DETILS 00 S-00 Sheet Title INFILL WLL; SME LOKING & FSTENER PTTERN S SHERWLL TRUSS RG. ELEV. '- /" SHERWLL; SEE SHERWLL ELEVTION 8 SETION S-00 SHERWLL TO FOUNDTION TRUSS DEPTH: INFILL WITH STUD WLL TO DEK; WLL SHETHING TO E ONTINUOUS x '-0" O.. TO DEMISING WLL/SHERWLL N S-00 ROOF WIND PRESSURES INTERIOR ZONES ROOF: ZONE WLLS: ZONE END ZONES ROOF: ZONE WLLS: ZONE ROOF PRESSURE TLE TRIUTRY RE 0 0 > 00 INTERIOR ZONE (PSF) EDGE ZONE (PSF) ORNER ZONE (PSF) POSITIVE NEGTIVE POSITIVE NEGTIVE POSITIVE NEGTIVE 0 0 OVERHNGS, NOPIES, WNINGS PRESURE TLE (PSF) TRIUTRY RE 0 0 > 00 POSITIVE 0 ZONE & (PSF) WLL PRESSURES TLE PSF TRIUTRY RE 0 0 > 00 NEGTIVE 9 INTERIOR ZONE (PSF) POSITIVE NEGTIVE POSITIVE ZONE (PSF) 9 NEGTIVE EDGE ZONE (PSF) POSITIVE NEGTIVE 8 9 SEE S PSF PSF FT. SNOW PRPETS S-00 Scale: Drawn y: Date: onstruction Set: Rev. Date: Rev. Date: Rev. Date: Sheet No: S NOTED ESS 0--0 ddendum : S-00 ORNER ZONES ROOF: ZONE

18 MN GTE W/ LTH " ONRETE FILLED STEEL OLLRD (TYP.) 8' - 8" 0' - 0" ' - " ' - " ' - " ' - " ' - 0" ' - 0" ' - 0" ' - 0 /" ' - 0" ' - 0" REY. REY. REY. REY. 8 YD. DUMPSTER SLOPE FLOOR 8 YD. DUMPSTER ' - " ' - " 8" MU SPLIT-FE LOK - SEE STRUTURL. PINTED TO MTH UILDING " ONRETE FILLED STEEL OLLRD (TYP.) -0 " ONRETE FILLED STEEL OLLRD (TYP.) 8" HIN LINK FENE GTES WITH SLTS DRK RONZE METL P ND FLSHING OVER TRETED LOKING - LL SIDES ' - 0" ' - 0" " ONRETE FILLED STEEL OLLRD (TYP.) GENERL NOTES - PLN - LL DIMENSIONS TO FE OF WOOD OR METL STUD. -LL EXTEIOR WLLS RE DIMENSIONED TO FE OF SHETHING. - INTERIOR DOORS TO E MIN. OF " FROM DJENT WLLS S SHOWN ON PLNS. - GYPSUM WLLORD ONTROL JOINTS TO E 0'-0" MX O.. ND T DOOR JMS FROM HED TO TERMINTION OF GYPSUM WLLORD. KEYNOTES-FLOOR PLN STEEL OLUMN - SEE STRUTURL PROVIDE R-9 TT INSULTION IN PERIMETER UILDING WLLS FIRE EXTINGUISHER THROOM Y TENNT - LOTION TD ELETRIL PNEL ND METER ELETRIL PNEL - VERIFY LOTION WITH PROJET MNGER IN FIELD PRIOR TO INSTLLTION. WINDOW Y TENNT 8 HOSE I 9 " ONRETE SL IN MEHNIL ROOM 00 National Drive, Suite 0 Onalaska, Wisconsin, ' - 8" ' - 0" ' - 0" LER LER DUMPSTER ENLOSURE /8" = '-0" -0 DUMPSTER ENLOSURE - SIDE ELEVTION /8" = '-0" -0 DUMPSTER ENLOSURE- FRONT ELEVTION /8" = '-0" /" 80' - 0" ' - 0 /" 0' - 0" ' - 8" ' - 8" 0' - 0" ' - 0 /" /" 0' - /" ' - " 9' - " 9' - " ' - " ' - " ' - 0" ' - " 9' - " ' - " ' - " 0' - 0" ' - " ' - " 9' - " ' - " ' - 0" ' - 8 /" ' - " 0' - 8" ' - /" - W N HW 0 0 F.E /" 0' - 8" F.E. F.E. F.E. F.E. F.E. W N 9 HW 0 0 MEH 0 0' - 8" S.F. W N G ' - 0" 0 F.E ' - 0" W N HW 0 W N 0 00 W N 0 00 W N 0 00 W N G W N 0 00 W N 0 00 W N HW 0 0' - 0" -00 ' - " TENNT 0 TENNT 0 TENNT S.F. 00 S.F. 0 S.F. 0 S.F. 00 S.F. 8 S.F. TENNT 0 TENNT 0 TENNT ' - 8 /" /" ' - 0" ' - /" /" SF W N HW 0 SF- SF- SF- SF- SF- SF ' - /" ' - 8" ' - 0" ' - 0" ' - 0" ' - 8" ' - 0" ' - 8" ' - 0" ' - 0" ' - 0" 9' - 8" ' - /" ' - 0 /" 0' - 0" ' - 8" ' - 8" 0' - 0" ' - 0 /" W N HW SF- ' - 0" ' - /" -00 SHOPPES T HLE DRIVE 9 HLE DRIVE HOLMEN, WI, FLOOR PLN # DTE DESRIPTION 0/0/0 ddendum 0/0/0 ulletin 88' - 8 /" 90' - 8 /" 9' - " -00 DRWN Y: PROJET # LK 0 /9/0 8:8:0 M DIMENSIONED ST FLOOR PLN /8" = '-0" -0 NORTH -0 ISSUED FOR ONSTRUTION PROJET ISSUE DTE: 0//0

19 GENERL NOTES - EILING PLN -LL TENNT DEMISING WLLS RE TO E SELED TO DEK FOR SMOKE RRIER. -STRUTURE TO E UNFINISHED ND FLOOR IS OPEN TO STRUTURE. LEGEND - EILING PLN 00 National Drive, Suite 0 Onalaska, Wisconsin, '-0" x '-0" FLUORESENT EXIT SIGN EMERGENY EXTERIOR LIGHT WL = EXTERIOR WLL 9'-0".F.F. EM = EMERGENY KUP WS = DEORTIVE WLL SONE EM WL EM EM EM WL -00 EM EM MEH 0 WL TEMPORRY LIGHTING TYP. TEMPORRY LIGHTING TYP. OPEN TO STRUTURE OPEN TO STRUTURE OPEN TO STRUTURE OPEN TO STRUTURE OPEN TO STRUTURE OPEN TO STRUTURE -00 9' - 8 /" ' - 0" WS WNING # TENNT 0 TEMPORRY LIGHTING TYP. TENNT 0 TENNT 0 WS WNING # WS WNING # WS WNING # WS WNING # WS WNING # WS WNING # WS 8' - 8" ' - 0" ' - 8" TENNT 0 ' - 8" TEMPORRY LIGHTING TYP. TENNT 0 ' - 0" TENNT 0 0' - 8" WL WNING # ' - 0" -00 SHOPPES T HLE DRIVE 9 HLE DRIVE REFLETED EILING PLN # DTE DESRIPTION ' - 0 /" 0' - 0" ' - 8" ' - 8" 0' - 0" ' - 0 /" 9' - " DRWN Y: PROJET # LK 0 //0 8::8 M REFLETED EILING PLN /8" = '-0" -0 NORTH -0 ISSUED FOR ONSTRUTION PROJET ISSUE DTE: 0//0

20 GENERL NOTES - ROOF PLN SEE STRUTURL FOR LL TOP OF DEK ELEVTIONS, TRUSS SIZES, ET. ' - /" ' - 8 /" ' - 0" ' - 0" ' - 0" ' - 8 /" ' - /" 9' - 0" /" / '-0" ' - 0" OORDINTE LL ROOF TOP UNIT LOTIONS WITH STRUTURL. ROOF UR LYOUTS FOR HV UNITS SHLL E VERIFIED WITH STRUTURL ENGINEER. ROOFING SUONTRTOR SHLL PROVIDE PRPET FLSHING S REQUIRED ND S PPROVED PER SHOP DRWING Y THE RHITET. PROVIDE TPERED INSULTION RIKETS T LL ROOF SLOPE OSTRUTIONS. ROOF INSULTION SHLL E PPLIED OVER THE ROOF DEK IN ORDNE WITH THE SPEIFIED PRODUT MNUFTURER'S WRITTEN REOMMENDTIONS. PINT LL EXPOSED GS PIPING "OSH YELLOW" 00 National Drive, Suite 0 Onalaska, Wisconsin, ' - 0" PINT LL EXPOSED ROOF-TOP STEEL. ' - 0" 0' - 8" TYP. TYP. 9' - 0" RTU-0 RTU-0 RTU-0 RTU-0 RTU-0 RTU-0 9' - 0" 8' - 8" KEYNOTES - ROOF PLN 0-MIL FULLY DHERED EPDM MEMRNE ROOF SYSTEM OVER R-0 INSULTION, INLUDING -YER MNUFTURER'S WRRNTY. PREFINISHED METL P FLSHING PREFINISHED METL OVERFLOW SUPPER ND DOWNSPOUT LUMINUM-FRMED FRI WNING ROOF RIKET - SEE DETIL /-0 '-0" ROOF NT - SEE STRUTURL VERIFY EH RTU (QUNTITY ND SIZE) WITH TENNT LOI ' - 0" /" / '-0" /" / '-0" -00 0' - /" ' - 0" -0 ' - /" ' - 0 /" ' - 0" ' - " ' - 0" 8' - 0 /" ' - /" ' - /" ROOF PLN /8" = '-0" -0 NORTH SETION ROOF SLOPE SEE PLN RIKET SLOPE X ROOF SLOPE NOTE: SEE ROOF PLN FOR RIKET LOTIONS. SUPPER (TYP) NOTES:. SET SUPPER FLNGE IN WTER UT OFF MSTI.. SEL ROUND & ETWEEN LL METL FLSHING. LP SELNT G. PREFINISHED MTL. SUPPER NHORED TO WOOD FRMING OLOR TO MTH OPING. EXTEND MEMRNE UNDER SUPPER TO OUTSIDE FE OF WLL PERIMETER SELNT, TYP. ROOF PLN NOTE : ROOFING ONTRTOR TO PROVIDE DETIL PER MNUF. SPEIFITIONS TO INSURE WRRNTY OMPLINE. '-0" MIN. " MIN. VERIFY W/ MEH SHEETS HV EQUIPMENT PREFRITED OR WOOD ROOF UR ROOFING SYSTEM SHOPPES T HLE DRIVE 9 HLE DRIVE ROOF PLN PLN HOPPER # DTE DESRIPTION DOWNSPOUT WOOD LOKING PLYWOOD DEK - REFER TO STRUTURL FOR DDITIONL SUPPORT RIKET DETIL /8" = '-0" -0 SUPPER DETIL /" = '-0" -0 ROOF-UR DETIL /" = '-0" -0 DRWN Y: PROJET # LK 0 //0 8::0 M -0 ISSUED FOR ONSTRUTION PROJET ISSUE DTE: 0//0

21 NOTE: LL TENNT SIGNGE IS TO E SUMITTED SEPRTELY TO THE VILLGE OF HOLMEN FOR REVIEW ND PPROVL 00 National Drive, Suite 0 Onalaska, Wisconsin, SIGN D SIGN D SIGN SIGN D T.O. PRPET ' - 0" D D SIGN D 8 SIGN T.O. PRPET ' - 0" T.O. PRPET 9' - 0" HOLD TENNT 0 WNING PRODUTION UNTIL TENNT STOREFRONT DESIGN IS VERIFIED. E 9 WNING E 9 WNING E 9 WNING E 9 WNING E 9 WNING E 9 WNING E 9 E SF- J SF- J SF- J SF- J SF- J SF- J.O. WNING 08' - 0" FINISH FLOOR 00' - 0" WEST ELEVTION /8" = '-0" D D D T.O. PRPET ' - 0" D D 0 0 D T.O. PRPET ' - 0" T.O. PRPET 9' - 0" SIGN 8 8 SIGN 8 SIGN 8 SIGN 8 SIGN 8 SIGN 0 E H 0 0 H 0 0 H 0 G G H G G G G E F F F F F F F /9/0 8:8: M HOLD TENNT 0 WNING PRODUTION UNTIL TENNT STOREFRONT DESIGN IS VERIFIED. T.O. PRPET ' - 0" T.O. PRPET ' - 0" E EST ELEVTION /8" = '-0" D SF- SOUTH ELEVTION /8" = '-0" -00 J D G 0 G D 0 G T.O. PRPET ' - 0" T.O. PRPET 9' - 0" FINISH FLOOR 00' - 0" 0 0 NORTH ELEVTION /8" = '-0" -00 D G D G WNING D SF- E J E T.O. PRPET ' - 0" T.O. PRPET ' - 0" T.O. PRPET 9' - 0" FINISH FLOOR 00' - 0" FINISH FLOOR 00' - 0" ODE D E F G GENERL NOTES - ELEVTIONS SF- - FINISH KEY, SEE LEGEND - KEY NOTES - STOREFRONT TYPES LEGEND - EXTERIOR FINISHES MTERIL ULTURED STONE RIK VENEER EIFS P FLSHING WNING HM DOOR METL FLSHING H SUPPER / HOPPER / DOWNSPOUT MNUFTURER ND OLOR MTH VERSETT STONE - PLUM REEK NIHIH - VINTGE - WHITE WSH LIGHT ROWN DRK RONZE LK PINT TO MTH EIFS DRK RONZE DRK RONZE J STOREFRONT DRK RONZE KEYNOTES - EXTERIOR ELEVTIONS PREFINISHED METL P FLSHING PREFINISHED METL OVERFLOW SUPPER ND DOWNSPOUT WTER MNGED EIFS ULTURED STONE VENEER RIK VENEER LUM. THERMLLY ROKEN STOREFRONT SYSTEM INSULTED HOLLOW METL DOOR 8 SIGNGE - PROVIDE KING EHIND EIFS 9 EXTERIOR SONE LIGHTING 0 UILDING PERIMETER LIGHTING LUMINUM-FRMED FRI WNING EXTERIOR LDDER WITH LOKLE GURD TO '-0".F.F. DRIVE THRU WINDOW Y FUTURE TENNT RETURN STONE " T LL PRPET ORNERS TYP. SHOPPES T HLE DRIVE 9 HLE DRIVE HOLMEN, WI, DRWN Y: PROJET # LK 0 EXTERIOR UILDING ELEVTIONS # DTE DESRIPTION 0/0/0 ulletin -00 ISSUED FOR ONSTRUTION PROJET ISSUE DTE: 0//0

22 00 National Drive, Suite 0 Onalaska, Wisconsin, T.O. PRPET EL. '-0".O. TRUSS EL. '- /" TENNT TENNT TENNT TENNT TENNT TENNT 9 SF SF 0 SF 9 SF SF 098 SF T.O. FND. / FINISH FLOOR EL. 00'-0" ULDING SETION - /8" = '-0" /" / '-0" T.O. PRPET EL. 9'-0" UILDING SETION /8" = '-0" -00 TENNT SF.O. TRUSS EL. '- /" T.O. FND. / FINISH FLOOR EL. 00'-0" SHOPPES T HLE DRIVE 9 HLE DRIVE UILDING SETIONS # DTE DESRIPTION DRWN Y: PROJET # LK 0 //0 8:: M -00 ISSUED FOR ONSTRUTION PROJET ISSUE DTE: 0//0

23 KEYNOTES - WLL SETIONS.0.09 T.O. PRPET ' - 0" ' - 0" ' - " T.O. PRPET ' - 0" T.O. PRPET ' - 0".0 POURED ONRETE FOUNDTION WLL - SEE STRUTURL.0 POURED ONRETE STOOP - SEE STRUTURL.0 POURED ONRETE FOOTING - SEE STRUTURL.0 NIHIH PNEL - SEE FINISH SHEDULE.0 STONE VENEER - SEE FINISH SHEDULE.0 STEEL EM - SEE STRUTURL.0 STEEL OLUMN- SEE STRUTURL.0 /" EXTERIOR GRDE SHETHING - SEE STRUTURL.0 WOOD LOKING.0 X WOOD STUD - SEE STRUTURL.0 OMPTED GRNULR FILL.0 " RIGID PERIMETER INSULTION.0 RIGID INSULTION- SLOPE TO ROOF DRIN. " MIN T DRIN. SEE ROOF PLN.0 TT INSULTION - R9.0 ROOFING MEMRNE - SEE ROOF PLN.0 ROOF MEMRNE- EXTEND OVER PRPET ND SEURE EHIND ONTINUOUS LIP.09 PRE-FINISHED METL P FLSHING.0 PRE-FINISHED SHEET METL DOWNSPOUT TO STORM WTER ONNETION.. PRE-FINISHED METL FLSHING. /" WTER MNGED EIFS. VPOR RETRDER. WETHER RRIER. ONTINUOUS SELNT. KER ROD ND SELNT 8.0 THERMLLY ROKEN LUMINUM WINDOW UNIT - SEE LUMINUM DOOR - SEE INSULTED HM DOOR ND FRME - SEE FRI WNING ON LUMINUM FRME 00 National Drive, Suite 0 Onalaska, Wisconsin, " " T.O. PRPET 9' - 0" WINDOW HED 08' - " WINDOW HED 08' - " WINDOW HED 08' - " ON. SL Y TENNT FINISH FLOOR 00' - 0" ON. SL Y TENNT FINISH FLOOR 00' - 0" ON. SL Y TENNT FINISH FLOOR 00' - 0" ON. SL Y TENNT FINISH FLOOR 00' - 0" SHOPPES T HLE DRIVE 9 HLE DRIVE WLL SETIONS # DTE DESRIPTION DRWN Y: PROJET # LK 0 //0 8:: M SETION T PRPET- /" = '-0" -0 SETION T PRPET- /" = '-0" -0 SETION T PRPET- /" = '-0" -0 SETION T STONE OLUMN /" = '-0" -0-0 ISSUED FOR ONSTRUTION PROJET ISSUE DTE: 0//0

24 KEYNOTES - WLL SETIONS T.O. PRPET ' - 0" POURED ONRETE FOUNDTION WLL - SEE STRUTURL.0 POURED ONRETE STOOP - SEE STRUTURL.0 POURED ONRETE FOOTING - SEE STRUTURL.0 NIHIH PNEL - SEE FINISH SHEDULE.0 STONE VENEER - SEE FINISH SHEDULE.0 STEEL EM - SEE STRUTURL.0 STEEL OLUMN- SEE STRUTURL.0 /" EXTERIOR GRDE SHETHING - SEE STRUTURL.0 WOOD LOKING.0 X WOOD STUD - SEE STRUTURL.0 OMPTED GRNULR FILL.0 " RIGID PERIMETER INSULTION.0 RIGID INSULTION- SLOPE TO ROOF DRIN. " MIN T DRIN. SEE ROOF PLN.0 TT INSULTION - R9.0 ROOFING MEMRNE - SEE ROOF PLN.0 ROOF MEMRNE- EXTEND OVER PRPET ND SEURE EHIND ONTINUOUS LIP.09 PRE-FINISHED METL P FLSHING.0 PRE-FINISHED SHEET METL DOWNSPOUT TO STORM WTER ONNETION.. PRE-FINISHED METL FLSHING. /" WTER MNGED EIFS. VPOR RETRDER. WETHER RRIER. ONTINUOUS SELNT. KER ROD ND SELNT 8.0 THERMLLY ROKEN LUMINUM WINDOW UNIT - SEE LUMINUM DOOR - SEE INSULTED HM DOOR ND FRME - SEE FRI WNING ON LUMINUM FRME 00 National Drive, Suite 0 Onalaska, Wisconsin, T.O. PRPET 9' - 0" FINISH FLOOR 00' - 0" ON. SL Y TENNT FINISH FLOOR 00' - 0" ON. SL Y TENNT ON. SL Y TENNT -0 ON. SL Y TENNT FINISH FLOOR 00' - 0" SHOPPES T HLE DRIVE 9 HLE DRIVE WLL SETIONS # DTE DESRIPTION SETION T PRPET- /" = '-0" - SETION T PRPET- /" = '-0" - SETION T TENNT WLL /" = '-0" - DRWN Y: PROJET # LK 0 //0 8:: M - ISSUED FOR ONSTRUTION PROJET ISSUE DTE: 0//0

25 /" SHETHING /" WTER MNGED EIFS REINFORING MESH ND EXTERIOR FINISH WETHER RRIER LPPED OVER METL FLSHING PREFINISHED METL FLSHING KER ROD ND SELNT W/ WEEP TUES " O.. KER ROD ND SELNT HED ND JMS SHIM S NEEDED DOOR/WINDOW SSEMLY PREFINISHED METL FLSHING T LL JMS x WOOD STUD R-9 INSULTION /8" GYP ORD Y FUTURE TENNT VPOR RRIER WOOD HEDER - SEE STRUTURL ONT. SELNT PREFINISHED METL FLSHING & JMS FOR WETHER TIGHT INSTLLTION LUMINUM STOREFRONT SSEMLY PREFINISHED METL FLSHING W/ K ND END DMS SELNT SELF DHERING FLEXILE FLSHING ROUND WINDOW () LYERS WETHER STONE WRPPED INTO EXPNDED METL LTH MORTR ED STONE VENEER /" OS SHETHING ONT. SELNT SHIM S NEEDED VPOR RRIER /8 GYP ORD Y FUTURE TENNT R-9 INSULTION x WOOD STUD " WOOD STUD R-9 INSULTION /8" GYP. ORD Y FUTURE TENNT VPOR RRIER x8 TRETED OTTOM PLTE NHOR OLT - SEE STRUT. PERIMETER INSULTION MORTR ED SHETING-SEE STRUT. FOR SHER WLL LOTIONS WETHER RRIER () LYERS EXPNDED METL LTH STONE VENEER - REFER TO MFG. INSTLLTION INSTRUTIONS FOR MORE INFO 0" PREFINISHED LUM. FLSHING TO EXTEND " OVE & ELOW WLL SE EXPNSION JOINT WHERE SITE PVING EXIST STOOP - SEE STRUTURL THRESHOLD SET IN SELNT ND NHORED TO SL WITH REESSED FSTENERS NON - SHRINK GROUT SL EDGE INSULTION ONRETE SL - SEE STRUTURL RIGID INSULTION OMPTED GRNULR FILL FOUNDTION WLL - SEE STRUTURL x WOOD STUD R-9 INSULTION /8" GYP ORD Y FUTURE TENNT VPOR RRIER /" SHETHING /" WTER MNGED EIFS REINFORING MESH ND EXTERIOR FINISH WETHER RRIER LPPED OVER METL FLSHING PREFINISHED METL FLSHING KER ROD ND SELNT W/ WEEP TUES " O.. WETHER RRIER EXPNDED METL LTH MORTR ED STONE VENEER 00 National Drive, Suite 0 Onalaska, Wisconsin, TYPIL DOOR/WINDOW EIFS /" = '-0" -0 W- TYPIL WINDOW STONE /" = '-0" -0 W- TYPIL WLL SE STONE /" = '-0" -0 W- TYPIL THRESHOLD DETIL /" = '-0" -0 W- EIFS/STONE TRNSITION /" = '-0" -0 x WOOD STUD R-9 INSULTION /8" GYP ORD Y FUTURE TENNT /" SHETHING WETHER RRIER LPPED OVER METL FLSHING PREFINISHED METL FLSHING SREW FSTENER NIHIH STRTER TRK x WOOD STUD WLL STEEL OLUMN - SEE STRUTURL NHOR OLT - SEE STRUTURL x GROUND ONTT ON. SL Y TENNT " WOOD STUD W/ INSULTION TTS VPOR RRIER /8" GYP. ORD x8 TRETED OTTOM PLTE NHOR OLT - SEE STRUT. HOLD DOWN INSULTION /" & RUN ONT. PERIMETER OF SL POURED ONRETE SL- SEE STRUT. OMPTED GRNULR FILL /" OS SHETHING - SEE STRUT. FOR SHER WLL LOTIONS WETHER RRIER LP SMRTSIDE PNEL (STUO TEXTURE 0" PREFINISHED LUM. FLSHING TO EXTEND " OVE ND ELOW WLL SE EXPNSION JOINT WHERE SITE PVING EXIST VPOR RRIER WETHER RRIER ON. FOOTING - SEE STRUTURL " PERIMETER INSULTION EXPNDED METL LTH MORTR ED STONE VENEER NIHIH RIK/STONE TRNSITION /" = '-0" -0 DETIL T TENNT WLL /" = '-0" -0 9 W- TYPIL WLL SE SIDING /" = '-0" -0 ONTINUOUS LOKING IN WLL /" SHETHING ONTINUOUS LOKING IN WLL LK FRI OVERING " LUMINUM WNING FRME " ' - " SHOPPES T HLE DRIVE 9 HLE DRIVE DETILS # DTE DESRIPTION ' - 0" NOPY SETION /" = '-0" -0 DRWN Y: PROJET # LK 0 //0 8:: M -0 ISSUED FOR ONSTRUTION PROJET ISSUE DTE: 0//0

26 DOOR ND FRME SHEDULE-ST FLOOR DOOR FRME From Room: SIZE FIRE RTING HRDWRE NUMER Name WIDTH HEIGHT THK PNEL FINISH TYPE TYPE FINISH LEL GROUP NUMER 0 TENNT ' - " ' - 0" /" Paint F HM-00 Paint 0 0 TENNT ' - 0" 8' - 0" /" DRK RONZE FG LUM-00 DRK RONZE 0 0 TENNT ' - 0" 8' - 0" /" DRK RONZE FG LUM-00 DRK RONZE 0 0 TENNT ' - 0" ' - 0" /" Paint F HM-00 Paint 0 0 TENNT ' - 0" 8' - 0" /" DRK RONZE FG LUM-00 DRK RONZE 0 0 TENNT ' - 0" 8' - 0" /" DRK RONZE FG LUM-00 DRK RONZE 0 0 TENNT ' - 0" ' - 0" /" Paint F HM-00 Paint 0 0 TENNT ' - 0" 8' - 0" /" DRK RONZE FG LUM-00 DRK RONZE 0 0 TENNT ' - 0" 8' - 0" /" DRK RONZE FG LUM-00 DRK RONZE 0 0 TENNT ' - 0" ' - 0" /" Paint F HM-00 Paint 0 0 TENNT ' - 0" 8' - 0" /" DRK RONZE FG LUM-00 DRK RONZE 0 0 TENNT ' - 0" 8' - 0" /" DRK RONZE FG LUM-00 DRK RONZE 0 0 TENNT ' - 0" ' - 0" /" Paint F HM-00 Paint 0 0 TENNT ' - 0" 8' - 0" /" DRK RONZE FG LUM-00 DRK RONZE 0 0 TENNT ' - 0" 8' - 0" /" DRK RONZE FG LUM-00 DRK RONZE 0 0 TENNT ' - 0" ' - 0" /" Paint F HM-00 Paint 0 0 TENNT ' - 0" 8' - 0" /" DRK RONZE FG LUM-00 DRK RONZE 0 0 TENNT ' - 0" 8' - 0" /" DRK RONZE FG LUM-00 DRK RONZE 0 0 MEH ' - 0" ' - 0" /" Paint F HM-00 Paint 0 - FIELD VERIFY LL WINDOW DIMENSIONS. - SEE EXTERIOR ELEVTION SHEETS FOR OPERLE WINDOW LOTIONS. LEGEND - GLZING TYPES - REFER TO ENVELOPE OMPLINE REPORT, SHEET G-00. GLT- " INSULTED, TEMPERED, LOW-E GLT- " INSULTED, LOW-E HM - HOLLOW METL INS HM - INSULTED METL LUM - LUMINUM DOOR HRDWRE LEGEND HRDWRE SET # E LOSER E UTO FLUSH OLTS E DOULE KEYED YLINDER - RELESE HNDLE E DISPLY WHEN DOOR LOKED E HINGES - FULL MORTISE, LL ERING, NRP E THRESHOLD (D ESSILE) E PUSH/PULL HRDWRE HRDWRE SET # E LOKSET - REMOVLE ORE E HINGES - FULL MORTISE, LL ERING, FIVE KNUKLE, NRP E THRESHOLD (D ESSILE) E DRIP P HRDWRE SET # E LOSER E DOULE KEYED YLINDER - RELESE HNDLE E DISPLY WHEN DOOR LOKED E HINGES - FULL MORTISE, LL ERING, NRP E THRESHOLD (D ESSILE) E PUSH/PULL HRDWRE 00 National Drive, Suite 0 Onalaska, Wisconsin, DOOR GENERL NOTES LL HRDWRE IS TO E HEVY DUTY. LL LOKS MUST E REPLELE. SEE SHEDULE SEE SHEDULE SEE SHEDULE ' - 0" " ' - 9" " ' - 9" " " ' - 8" " ' - " " ' - " " ' - 0" " ' - " " ' - " " ' - 0" " ' - 8" " ' - 0" " ' - 8" " SEE SHEDULE SEE SHEDULE TYPE F FLUSH SEE SEE SHEDULE DOOR- PNEL TYPES /" = '-0" -00 SHEDULE TYPE - HM-00 - WRP ROUND TYPE - HM-00 - STNDRD SINGLE DOOR DOOR- FRME TYPES /" = '-0" -00 TYPE FG FULL GLSS 0" SEE SHEDULE TYPE L LOUVER OTTOM 8" ' - " " ' - 0" " GLT- GLT- SF- /" = '-0" -00 8" ' - " " ' - 0" " GLT- GLT- 8' - " 8" ' - " " ' - 0" GLT- GLT- GLT- GLT- GLT- GLT- GLT- GLT- GLT- GLT- ' - 8" " ' - " " ' - " " ' - 0" " ' - " " ' - " " GLT- GLT- GLT- GLT- SF- /" = '-0" -00 SF- /" = '-0" -00 GLT- GLT- 8' - " 8' - " 8" ' - " " ' - 0" " GLT- GLT- GLT- GLT- GLT- GLT- GLT- GLT- " ' - 0" " ' - " 8" GLT- GLT- GLT- GLT- GLT- GLT- 9' - 8" " ' - 0" " ' - /" " ' - /" " ' - /" " ' - /" " ' - 0" " GLT- GLT- GLT- GLT- SF- /" = '-0" -00 SF- /" = '-0" -00 GLT- GLT- 8' - " 8' - " SHOPPES T HLE DRIVE 9 HLE DRIVE DOOR SHEDULES - DOOR & WINDOW TYPES # DTE DESRIPTION 0/0/0 ulletin DRWN Y: PROJET # LK 0 /9/0 8:8: M -00 ISSUED FOR ONSTRUTION PROJET ISSUE DTE: 0//0

27 GENERL NOTES - WLL TYPES - SEE EILING DETILS FOR FURTHER INFO. - METL STUD ONTRTOR TO PROVIDE LTERL STRP RING IN WLLS S REQUIRED. MTERIL WIDTH (NOMINL) WLL ORE MTERIL WLL MODIFIER ODE S N G WLL HEIGHT ODE RTED SSEMLY ODE SHETHING ODE 00 National Drive, Suite 0 Onalaska, Wisconsin, STRUTURE STRUTURE FIRE SELNT T RTED WLLS. OUSTIL SELNT T SOUND RTED WLLS. DOULE TOP PLTE LINE OF EILING EILING INSULTION WHERE INDITED: SEE WLL TYPE SHETHING: SEE WLL TYPE PLN WOOD STUDS: SEE WLL TYPE FOR SIZE SHETHING: SEE WLL TYPE SE OTTOM PLTE FINISH FLOOR 00'-0" WLL SHEDULE - W#_-_ Wall ore Material Wall ore Width (Nominal) Wall Height ode Wall Rated ssembly Wall Modifier ode Wall Sheathing ode Description Width W N 0 00 /" Wood Stud Framing /" W N G /" Wood Stud Framing- Layer Standard /" GW Each Side-Sound Insulated W N HW 0 /" Wood Stud Framing- Layer Standard " /" Plywood Exterior Side-Thermally Insulated UL Rating ST Rating ODE S SS H W M MTERIL WLL ORE MTERIL METL STUDS STRUTURL METL STUDS SHFT WLL H STUDS WOOD STUDS MSONRY MU MSONRY RIK MTERIL WIDTH ODE WIDTH 0 /8" FURRING HNNEL /8" METL STUD /" METL STUD /8" METL STUD " METL STUD " METL STUD 8 8" METL STUD /" -H METL STUD " -H METL STUD " -H METL STUD X WOOD FURRING X WOOD STUD X WOOD STUD 8 X8 WOOD STUD /8" MU /8" MU /8" MU 8 /8" MU 0 9 /8" MU /8" MU /8" RIK 8 /8" RIK ODE WLL HEIGHT ODE DESRIPTION TO UNDERSIDE OF STRUTURL DEK TO " OVE EILING TO UNDERSIDE OF EILING D SHETHING ON ONE SIDE T " OVE EILING. ORE ND OTHER SIDE TO UNDERSIDE OF STRUTURL DEK E F P G-Z SHETHING ON OTH SIDES TO " OVE EILING. ORE TO UNDERSIDE OF STRUTURL DEK SINGLE LYER OF SHETHING TO " OVE EILING. ORE TO UNDERSIDE OF STRUTURL DEK TO PRPET PROJET DEFINED (I, O, X NOT TO E USED) ODE F N S WLL RTED SSEMLY DESRIPTION FIRE RTED NON - RTED SMOKE RTED UNIQUE WLLS RE FOR WLLS THT HVE SPLIT MTERILS WITHIN ONE THIKNESS OF WLL (PLYWOOD TO '-0" GYP THE REST OF THE WY UP) OR IF MODIFIER DOES NOT HNGE THE THIKNESS OF THE WLL (SEURITY MESH, RF SHIEILDING) ODE 0 G H L M P Q R T WLL MODIFIER ODE DESRIPTION NO MODIFIER USE RESISTNT GYPSUM ORD SOUND TTENUTION TTS ORE FILL INSULTION STNDRD GYPSUM ORD THERML INSULTION LED-LINED GYPSUM ORD MOISTURE RESISTNT GYPSUM ORD PPERLESS GYPSUM WLL ORD IMPT RESISTNT GYPSUM ORD /" RESILIENT HNNELS TILE KER U# UNIQUE - OMPLEX WLL SHETHING ODE ODE 00 DESRIPTION NO SHETHING 0 0 LYER / LYER 0 0 LYER / LYERS 0 0 LYER / LYERS 0 0 LYER / LYERS LYER / LYER LYER / LYERS LYER / LYERS LYER / LYERS LYERS / LYERS LYERS / LYERS LYERS / LYERS LYERS / LYERS LYERS / LYERS H SHFT WLLS S SHFT LINER / LYER S SHFT LINER / LYERS SHOPPES T HLE DRIVE 9 HLE DRIVE DRWN Y: PROJET # LK 0 WLL TYPES # DTE DESRIPTION //0 8::9 M T P ONRETE TILT UP PREST /8" RIK # WLL THIKNESS IN INHES /" PNEL /" PNEL " INSULTED PNEL # PROJET SPEIFI WIDTH W Z D-Y WOOD SHETHING METL Z-FURRING (NOT USED) PROJET DEFINED (I, O, X NOT TO E USED) S S SHFT LINER / LYERS SHFT LINER / LYERS -0 ISSUED FOR ONSTRUTION PROJET ISSUE DTE: 0//0

28 ELETRIL KEY 00 TENNT METER 00 T METER INET TEMINTION INET 00 TENNT METER & DIS. () 00 TENNT METERS & DIS. () 00 TENNT METERS & DIS. EXIT / EMERGENY LIGHT - OLLRD LIGHT, SEE LSO IVIL PLNS W- WLLPK LIGHT 0'-0".F.F. WITH EMERGENY TTERY KUP W- WLLPK LIGHT 8'-9".F.F. W- WLL SONE FIXTRURE 0'-0".F.F. 00 National Drive, Suite 0 Onalaska, Wisconsin, UNDERGROUND HOMERUN * MOUNTING HEIGHTS ND LOTIONS RE TENTIVE T. 00 MIN DISONNET *LL PNELS RE TO E SURFE MOUNTED 00 DIS. ELETRIL SERVIE ELEVTION /" = '-0" E-00 () /" PHONE / DT -" ONDUITS TO XEL TRNSFORMER FINL LOTION TD PHONE ENTRNE: () -" ONDUITS TO EH TENNT SPE, STU UP NER ELE. PNEL IN TENNT SPES. OORDINTE PLEMENT WITH ENTURYLINK. E-00 METER STKS J-OX W/ ONDUIT & PULL STRING TO TENNT PNEL. ENTER ON RER SIGN RE., TYP. J 00 MP ELETRI PNEL 00 MP ELETRI PNEL 00 MP MIN DIS. 00 MP T. 00 MP DIS. J J W W W W W W J 00 MP ELETRI PNEL J W J W 00 MP ELETRIL SERVIE 00 MP ELETRI PNEL 00 MP ELETRI PNEL MEH 0 00 MP ELETRI PNEL W HOUSE TIME LOK & ONTTORS TEMPORRY LIGHTING TYP. NOTE: INSTLL ONLY WITHIN VNT TENNT SPES PRIOR TO OWNER TURNOVER 9' - 8 /" WS OPEN TO STRUTURE OPEN TO STRUTURE OPEN TO STRUTURE OPEN TO STRUTURE OPEN TO STRUTURE OPEN TO STRUTURE ' - /" ONDUIT W/ PULL STRING FOR TENNT # DRIVE-THRU MENU ORD. OORDINTE LOTION IN FIELD W/ DS PROJET MNGER. TENNT 0 TENNT 0 TENNT 0 TENNT 0 TENNT 0 TENNT 0 DISONNET & WTERPROOF GFI OUTLET T RTU. OORDINTE W/ MEHNIL ONTRTOR, TYP. W J UNDERGROUND HOMERUN TO TENNT PNEL, TYP. W J W J W J W J W J W W NOTE: THIS LIGHT PENDING TENNT STOREFRONT DESIGN. OORDINTE WITH DS PROJET MNGER. SHOPPES T HLE DRIVE 9 HLE DRIVE ELETRIL ' - 0 /" 0' - 0" ' - 8" ' - 8" 0' - 0" ' - 0 /" -00 J-OX W/ /" ONDUIT & PULL STRING TO TENNT PNEL. ENTER ON STOREFRONT SIGN RE., TYP. # DTE DESRIPTION 9' - " DRWN Y: PROJET # KJO 0 //0 ::0 M ELETRIL PLN /8" = '-0" E-00 NORTH E-00 ISSUED FOR ONSTRUTION PROJET ISSUE DTE: 0//0

29 00 National Drive, Suite 0 Onalaska, Wisconsin, SHOPPES T HLE DRIVE 9 HLE DRIVE SWITHGER # DTE DESRIPTION DRWN Y: PROJET # KJO 0 //0 :: M E-00 ISSUED FOR ONSTRUTION PROJET ISSUE DTE: 0//0