OPG Canyon Lake Partners 227 N Santa Fe, Ste 310, Salina, KS 67401

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1 Architecture Interior esign Grphic esign cility Plnning ARCHITES SUPPLEMENTAL INSTRUIONS OCUMENT JGR 0 PROJE: OWNER CONTRAOR The Residence t Cnyon Lke Cnyon Lke, TX OPG Cnyon Lke Prtners N Snt e, Ste 0, Slin, KS 60 McPherson Contrctors, Eric Huener C:(8)-0 eric@mcphersongc.com 0 SW irlwn Rd. Suite 00, Topek KS 666 O:(8)-88 x0 :(8)-0 Instruction No. One () te Mrch, 0 Architect's Proj. No. 8-0 Contrct or: Generl Construction Mechnicl, Electricl The work shll e crried out in ccordnce with the following supplementl instructions issued in ccordnce with the Contrct ocuments without chnge in Contrct Sum or Contrct Time. Prior to proceeding in ccordnce with these instructions, indicte your cceptnce of these instructions for minor chnge to the Work s consistent with the Contrct ocuments nd return copy to the Architect. ESCRIPTION: Jeff Gillm Chrles Renz Mggie Gillm Chris Gillm Architecturl Clrifiction Responses nd djustments/dditions to plns nd drwings sed on QC review y McPherson Contrctors. rwings ttched hve een clouded nd mrked for clrifiction.. Sheet EC dded. A., A., A0., A0. exterior metl fsci dded etween storefront windows t structurl heder s shown per structurl drwings.. A. notes fixed on wll sections. A. dimensions dded on finish ceiling pln. E. notes chnged 6. Civil plns nd notes djusted (see responses in QC review). Structurl drwing notes djusted (see responses in QC review) 0 N. Ninth (60) P.O. Box 8 Slin, KS 60-8 (8) x (8) 8-0 Attchments:. A., A., A., A., A0., A0., EC, E., C.0, C.0, C., C.0, C., S., S., S. Issued y: Jones Gillm Renz Architects PO Box 8, Slin, KS 60- Jeff Gillm, Architect jgillm@jgrrchitects.com Copies to:

2 L 0 VAC VAC N OOR ALARM BUZZER SYSTEM NOTES PUSH BUTTON POWER SUPPLY. PROVIE OOR ANNUNCIATOR SYSTEM COMPLETE WITH PUSH BUTTON, HORN/STROBE(S), POWER SUPPLIES AN ALL WIRING REQUIRE. HORN/STROBE SHALL AIVATE WHEN PUSH BUTTON IS EPRESSE.. HORN/STROBE SHALL OPERATE AT VAC, HAVE A CLEAR LENS WITH 0cd STROBE AN HORN WITH 8dB AT 0', UL 68 LISTE, EWARS #66-G. LUSH MOUNT IN WALL AT 6'-8" A.. PUSH BUTTON SHALL BE WHITE WITH CHROME RIM, NON-ILLUMINATE, WITH N.O. MOMENTARY CONTAS, RATE OR 0.6 AMPS AT VAC, EWARS #60. PROVIE WITH STAINLESS STEEL COVER PLATE, EWARS #-0. MOUNT AT 8" A.. POWER SUPPLY SHALL BE A LOW VOLTAGE CLASS TRANSORMER WITH 0VAC PRIMARY AN VAC SECONARY, 0VA, EWARS #8. LUSH MOUNT IN -GANG WALL BOX WITH BLANK COVER PLATE, IRELY ABOVE HORN/STROBE.. LOW VOLTAGE CLASS CABLING SHALL BE MINIMUM 8 AWG UNSHIELE. APARTMENT OOR ANNUNCIATOR IAGRAM 6 No Scle HS S H HORN/STROBE # ELERICAL PLAN NOTES BY SYMBOL. PROVIE NEMA6-0R RECEPTACLE OR COR AN PLUG CONNEION O PTAC. VERIY RECEPTACLE CONIGURATION WITH PTAC SUPPLIE BY MECHANICAL CONTRAOR.. CONNE EXHAUST AN/LIGHT PROVIE BY MECHANICAL CONTRAOR.. SWITCH CLOSEST TO THE OOR SHALL CONTROL ALL LIGHTS IN BATHROOM, AN THE OTHER SWITCH SHALL CONTROL THE EXHAUST AN.. CEILING MOUNTE SMOKE ALARM IN APARTMENTS TO BE 0VAC WITH V BATTERY BACKUP, INTERCONNEE TO OTHERS IN SAME APARTMENT. EVICE SHALL HAVE CARBON MONOXIE ETEOR AN PHOTOELERIC TYPE SMOKE ETEOR WITH SOUNER HORN HAVING AN 8dB OUTPUT AT 0', SHALL HAVE A SINGLE BUTTON OR TEST/SILENCE AN LE INICATOR LIGHTS, AN SHALL BE UL LISTE. BRK #SC00B OR EQUAL.. COORINATE INAL LOCATIONS O ALL CATV AN PHONE OUTLETS WITH OWNER. SEE :E6. OR OUTLET ETAILS. 6. TELECOM ISTRIBUTION EVICE APPROXIMATELY '-0" A. SEE ETAIL :E6... SWITCHE RECEPTACLE BELOW COUNTER OR GARBAGE ISPOSAL. 8. PROVIE 0V CONNEION TO RANGE HOO/MICROWAVE.. PROVIE RECEPTACLE BELOW COUNTER OR COR AN PLUG CONNEION O ISHWASHER. PROVIE COR AN GROUNING PLUG AS REQUIRE. 0. MOUNT RECEPTACLE IN ACE O CABINET AT 6" BELOW COUNTER TOP.. PROVIE PRESET SLIE IMMER COMPATIBLE WITH ASSOCIATE LIGHT IXTURES.. SWITCH BOTTOM HAL O RECEPTACLE AN WIRE TOP HAL TO UNSWITCHE CIRCUIT.. PROVIE OOR ANNUNCIATOR SYSTEM A/V HORN/STROBE EVICE AN LOW VOLTAGE TRANSORMER AT ALL ACCESSIBLE APARTMENTS AN ALSO AT APARTMENTS ESIGNATE OR HEARING-IMPAIRE GUESTS. REER TO ARCH RAWINGS OR APPLICABLE ROOMS. INSTALL HORN/STROBE APPLIANCE AT 80" A PER AA. INSTALL TRANSORMER IN OUBLE GANG JUNION BOX ABOVE HORN/STROBE WITH BLANK COVER PLATE AN PROVIE LOW VOLTAGE CONTROL WIRING. REER TO ETAIL, SHEET E.. PROVIE ENGRAVE SIGN AT THE HORN/STROBE EVICE TO REA "OOR".. PROVIE PUSH BUTTON AT 8" A OR ANNUNCIATOR SYSTEM AT ALL ACCESSIBLE APARTMENTS AN ALSO AT APARTMENTS ESIGNATE OR HEARING-IMPAIRE. REER TO ARCH RAWINGS OR APPLICABLE ROOMS. REER TO ETAIL 6, SHEET E... STROBE SHALL BE cd XENON STROBE, OPERATE AT 0VAC, AN SHALL BE INTERCONNEE TO APARTMENT SMOKE ALARMS SUCH THAT EVICE WILL AIVATE UPON ETEION O SMOKE. EVICE SHALL BE UL LISTE. BRK #SL OR EQUAL. PROVIE AT ALL ACCESSIBLE APARTMENTS AN ALSO AT APARTMENTS ESIGNATE OR HEARING-IMPAIRE GUESTS. REER TO ARCH RAWINGS OR APPLICABLE ROOMS. 6. NOT USE A 6 B 6 HWH HWH A A A 8" A H G -0 A -0 B B -0 A 0 0 /GI 8 8 A TR A B A HS 6 B C C C C C C 0 A 0 A 6 A A A A A A A A 8 B B B B 8" B B B B B 6 B TR HS B -0 G /GI B 8 H B 6 BEROOM ACCESSIBLE ELERICAL PLAN /" = '-0" BEROOM ACCESSIBLE ELERICAL PLAN /" = '-0" B 6 A 6 A 6 HWH HWH HWH 8-0 C B B B B 0 C C B 8" B B 0 B B B B B 6 B -0 G /GI H B 6-0 A A A 8" A A A -0 0 G 8 8 A A A A 6 C C C C A C C 0 A 0 6 A A H A /GI A -0 A A A 0 A 8" A A A A A A A 6 A -0 G /GI H A 6 B B B 8 UHP- A A A A 8 A A A 8 BEROOM LARGE ELERICAL PLAN /" = '-0" BEROOM ELERICAL PLAN /" = '-0" BEROOM ELERICAL PLAN /" = '-0" E.

3 LST Consulting Engineers, PA Project 80 ecemer 08 CANYON LAKE, 0/6/08 //08 TIM TREWAY, P.E. TEXAS 80 Vue u Lc Plce, Suite 0 Mnhttn, Knss AX mil@lstengineers.com EC

4 O NORTH ELEVATION E EAST ELEVATION t LOBBY WEST ELEVATION B SOUTH ELEVATION C EAST ELEVATION Architects Plnners esigners THE RESIENCE t CANYON LAKE REGISTERE JEREY S GILLAM ARCHITE AS T E X E S TAT A NORTH ELEVATION A.

5 O C BUILING SEION Architects Plnners esigners THE RESIENCE t CANYON LAKE REGISTERE JEREY S GILLAM ARCHITE AS T E X E S TAT B BUILING SEION A BUILING SEION A.

6 O THE RESIENCE t CANYON LAKE Architects Plnners esigners REGISTERE JEREY S GILLAM ARCHITE AS T E X E S TAT TYPICAL WALL SEION C ELEMENT WALL SEION B ELEMENT WALL SEION A ELEMENT PARTIAL ELEVATION A.

7 E CEILING ETAIL CEILING ETAIL C CEILING ETAIL RELEE CEILING PLAN NOTES B SECON LOOR RELEE CEILING PLAN Architects Plnners esigners THE RESIENCE t CANYON LAKE REGISTERE JEREY S GILLAM ARCHITE AS T E X O E S TAT A IRST LOOR RELEE CEILING PLAN A.

8 C WINOW TYPES GLAZING SCHEULE PUBLIC OOR SCHEULE UNIT OOR SCHEULE - UNITS - RE. SHEETS A.-A.6 WINOW SCHEULE INISH SCHEULE NOTES PUBLIC INISH SCHEULE UNIT INISH SCHEULE - UNITS - RE. SHTS. A.-A.6 Architects Plnners esigners THE RESIENCE t CANYON LAKE B OOR RAME TYPES REGISTERE JEREY S GILLAM ARCHITE AS T E X O E S TAT A OOR TYPES A0.

9 KK JJ HH PTAC IN STORERONT H.M. OOR HEA TL. STORERONT SILL TL. STORERONT HEA TL. GG CC BB AA OOR HEA TL. OOR JAMB TL. OOR HEA TL. OOR JAMB TL. X W V PTAC IN-WALL TL. WINOW HEA TL. WINOW HEA TL. T S R Q WINOW HEA TL. WINOW SILL TL. H.M. OOR JAMB TL. H.M. OOR HEA TL. M L K J N H.M. OOR JAMB TL. STORERONT MULLION TL. STORERONT SILL STORERONT OOR/SIELITE JAMB TL. STORERONT CORNER TL. E C B STORERONT JAMB TL. STORERONT THRESHOL TL. STORERONT OOR HEA TL. STORERONT JAMB TL. STORERONT HEA TL. Architects Plnners esigners THE RESIENCE t CANYON LAKE BASE BI-OL & BI-PASS OOR Z WINOW HEA TL. P H.M. THRESHOL TL. H STORERONT OOR HEA TL. ARCHITE REGISTERE JEREY S GILLAM AS T E X O E S TAT EE OOR HEA TL. Y WINOW HEA TL. U WINOW SILL TL. O H.M. OOR HEA TL. G STORERONT HEA TL. A STORERONT HEA TL. A0.

10 .' 6.6' ' REERENCE ARCHITE PLANS OR IMENSIONS AN AITIONAL INORMATION R=.00.0'.6' R=.00 ' R= ' 6.' R=0.0.' R=.00.' '.' ' 8'.' R=.0.' 0.6' 6.'.' 6.'.06'.00'.' 8.0' ' R=.8 6.0' R=0.00 R=..' PROPOSE APARTMENT BUILING ' 6' 6' ' R=.00 ' ' ' R= '.88'.6' 0.0' 8.0' R=.00 R=0.00 ' R=8.00 6' ' ' R=.00 R=. 6' ' ' 88.00' 0.' 0.'.' STANAR 0 PARKING ACCESSIBLE 8.' '.06'.' 0.6'.0' R=.00 0.' R=.00.' 6.' 6.' 0.' 6.'.' R= '.0' R=.00 R=.00 R= '.0' R= ' R=.00 R=. ' 6.' 8.86' 8.6'.' 0.00' '.8' 0.00' 0.'.' LEGEN: W 8'' 8. ACRES PROPOSE SEPTIC ESIGN BY OTHERS PROPOSE PON 0.00' PROPERTY LINE RUSK TRANSPORTATION SURVEY NO. 80 A-0 EXIST ASPHALT PAVEMENT EXIST OVERHEA POWER EXIST WATER LINE EXIST /" IRON PIN OUN (UNLESS NOTE) EXIST POWER/TELEPHONE POLE EXIST GUY WIRE EXIST POWER POLE EXIST WATER METER EXIST ROAWAY PROP WATER METER PROP BACKLOW PREVENTER PROP IRE HYRANT PROP BUILING PROP HEAVY UTY ASPHALT PROP LIGHT UTY ASPHALT PROP HEAVY UTY CONCRETE PROP CONCRETE SIEWALK PROP AA RAMP PROP SWALE 6.6' TOP O PON.00' 8.0' S 0 6' " W 8.' 0/0/0 0//0 AENUM Architects Plnners esigners THE RESIENCE t CANYON LAKE IMENSION CONTROL PLAN N: E:.0 W 8'' W 8'' W 8'' N:88.80 E:. R= ' ' 8.' 8.86'.' R=0.00.' R=.00 W 8'' W 8'' W 8'' W 8'' W 8'' R= '.8' N:86. E:..' N:8. E:.68 R=.00.0'.'.' W 8'' W 8'' W 8''.00'.00' W 8'' W 8'' W 8'' W 8'' W 8''.00' N 6 0' " W.88' 6.00' W 8'' W 8'' W 8'' ISLAN VIEW RIVE R=.6.'.'.08' N: E:6.8.' R=. W 8'' W 8'' W 8'' W 8'' W 8'' N:86.0 E:6.0 R= ' '.' 8.'.0'.0' R =0.00 R=0.00.'.'.' N:86. E:6. W 8'' W 8'' W 8'' N:860. E:6. TOP O PON.'.8' 0.8' '.6' W 8'' W 8'' W 8'' W 8'' W 8'' 6.'.'.00'.00'.00'.80'.'.0'.' W 8'' W 8'' W 8'' S 6'' S 6'' S 6'' S 6''.6'.0' W 8'' W 8'' W 8'' N IR 0--0 C.0

11 KEYNOTES: WATER. CONNE TO EXISTING 8" WATER MAIN. "- OMESTIC WATER METER.."- BEN.."- TEE. BACKLOW PREVENTER 6.."- IRRIGATION WATER METER. OUBLE CHECK ETEOR ASSEMBLY 8. 8"- BEN. 8"- GATE VALVE WITH BOX 0. 8"X6" TEE W-XX. 8" TO 6" REUCER. IRE HYRANT ASSEMBLY COMPLETE S S S S S S NOTES:. EXISTING UTILITIES IN THE AREA ARE SHOWN AS APPROXIMATE. IT IS THE CONTRAOR'S RESPONSIBILITY TO NOTIY THE TEXAS ONE CALL CENTER PRIOR TO THE START O ANY CONSTRUION. IT IS THE CONTRAOR'S RESPONSIBILITY TO IEL VERIY THE EXA LOCATION AN EPTH O ALL EXISTING UTILITIES BEORE COMMENCING WORK.. ALL UTILITY SYMBOLS SHOWN REPRESENT APPROXIMATE LOCATIONS UNLESS OTHERWISE NOTE. CONTRAOR SHALL REER TO THE APPROPRIATE AGENCY'S STANAR SPECIICATIONS AN INSTALLATION ETAILS OR AUAL LOCATIONS UNLESS OTHERWISE IREE BY THE ENGINEER.. ALL UTILITY COMPAION TESTS WITHIN THE PAVEMENT SEION SHALL BE THE RESPONSIBILITY O THE EVELOPERS GEO-TECHNICAL ENGINEER. ILL MATERIAL SHALL BE PLACE IN UNIORM LAYERS NOT TO EXCEE TWELVE INCHES (") LOOSE. EACH MATERIAL SHALL BE COMPAE AS SPECIIE AN TESTE OR ENSITY AN MOISTURE IN ACCORANCE WITH TEST METHOS TEX--E, TEX--E, TEX--E. THE NUMBER O LOCATIONS THAT ARE REQUIRE SHALL BE ETERMINE BY THE GEO-TECHNICAL ENGINEER AN APPROVE BY THE INSPEOR. UPON COMPLETION O THE TESTING THE GEO-TECHNICAL ENGINEER SHALL PROVIE THE INSPEOR WITH ALL TESTING OCUMENTATION AN A CERTIICATE STATING THAT THE PLACEMENT O ILL MATERIAL HAS BEEN COMPLETE IN ACCORANCE WITH THE PLANS.. CONTRAOR IS RESPONSIBLE OR ALL VERTICAL CONTROL O ALL UTILITIES AN SHALL AJUST AS NEEE.. CONTRAOR SHALL INSTALL ALL PIPE LENGTHS, BENS & ITTINGS AS NECESSARY OR UTILITY CONNEIONS. 6. CONTRAOR IS REQUIRE TO PAY ALL UTILITY TAP AN CONNEION EES AN SHALL SUBCONTRA AN PAY OR ANY SUBCONTRAORS REQUIRE BY THE UTILITY COMPANY.. CONTRAOR TO REPAIR ALL AREAS AMAGE BY CONSTRUION AIVITIES TO EXISTING CONITIONS OR BETTER. 8. LOCATION OR POWER AN COMMUNICATION SHOWN IS APPROXIMATE AN SUBJE TO CHANGE. CONTRAOR SHALL VERIY WITH UTILITY COMPANY OR INAL LOCATION PRIOR TO INSTALLATION.. ALL EXISTING VALVES, METER PITS, ETC. SHALL BE BROUGHT UP TO INISHE GRAE. 0. ALL PROPOSE WATER LINES SHALL BE CONSTRUE O SCH 0 PVC PIPE.. ALL PROPOSE SEWER LINES SHALL BE CONSTRUE O SCH 0 PVC.. ALL PROPOSE IRE WATER LINES SHALL BE CONSTRUE O C-00 CLASS 00, R 8 PIPE.. CONTRAOR TO COORINATE UNERGROUN UTILITY CONUITS WITH M.E.P. AN UTILITY PROVIER.. IRE HYRANT SHALL BE O THE RY BARREL, COMPRESSION TYPE AN SHALL COMPLY WITH AWWA C0 "STANARS OR RY-BARREL IRE HYRANTS" AN BE MUELLER CENTURION 00 TO 0 CLASS OR CLOW MEALLION IRE HYRANTS. USE EPM OR O-RINGS AN SEATS (RUBBERS). S S S S S S S S S S S S S S S S S S S S S S S S S OR CONTINUATION REERENCE MEP PLANS S S S S S W- W W W W W W W W W W- W-8 W- W-0 W W W W W W W- W- S S S S SS SS SS SS SS SS SS SS SS SS SS W- S S S S S S LEGEN: W 8'' CO PROPERTY LINE EXIST ASPHALT PAVEMENT EXIST OVERHEA POWER EXIST WATER LINE EXIST /" IRON PIN OUN (UNLESS NOTE) EXIST POWER/TELEPHONE POLE EXIST GUY WIRE EXIST POWER POLE EXIST WATER METER EXIST ROAWAY PROP WATER METER PROP BACKLOW PREVENTER PROP SANITARY CLEANOUT PROP IRE HYRANT PROP BUILING PROP HEAVY UTY ASPHALT PROP LIGHT UTY ASPHALT PROP HEAVY UTY CONCRETE PROP CONCRETE SIEWALK PROP AA RAMP PROP SWALE PROPOSE SEPTIC ESIGN BY OTHERS PROPOSE PON S 0 6' " W 8.' 0/0/0 0//0 AENUM Architects Plnners esigners THE RESIENCE t CANYON LAKE UTILITY PLAN W-8 N 6 0' " W.88' W- W- W W W- W W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' ISLAN VIEW RIVE W 8'' W 8'' W 8'' W 8'' W 8'' W- W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' N IR C.0

12 CANYON LAKE, UTILITY ETAILS TEXAS Architects Plnners esigners 0/0/0 0//0 AENUM THE RESIENCE t CANYON LAKE 0--0 C.

13 SCALE: NTS NEW 6" CURB TYPICAL SCALE: NTS TYPICAL EXPANSION JOINT CONCRETE WALK/BLG. INTERACE TYPICAL SEION SIEWALK ETAILS 6'-0" NEW LOW CURB PLAN - 6' HANICAP PARALLEL RAMP ETAIL TYPICAL CONTRAION JOINT TYPICAL EXPANSION JOINT SCALE: NTS MATCH TOW LOWLINE 6" 8" " MATCH TOW LOWLINE # " OCEW ELEVATE EGE ETAIL GROUN SURACE 8" THICKENE EGE ETAIL PROPOSE CULVERT PROPOSE CULVERT CONCRETE EN TREATMENT ETAIL. * 0/0/0 0//0 AENUM Architects Plnners esigners THE RESIENCE t CANYON LAKE GENERAL ETAILS ALL ASPHALT THAT ABUTS CONCRETE IS TO BE INISHE AT INCH ABOVE INISHE CONCRET ELEVATION. SCALE: NTS AUTOMATE VALVE ETAIL,000 PSI CONC."." ASPHALT VARIES " " BASE VARIES " 6" SUBGRAE 0--0 SCALE: NTS CONCRETE TO ASPHALT PAVEMENT CONNEION ETAIL C.

14 THE RESIENCE t CANYON LAKE Architects Plnners esigners S.

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