The URL can be used to link to this page

Home My WebLink AboutPRJ08-0307 B08-0311 2.PDF V � . � . � � � ' � ON o �� _ , ��iiti��:� �F �ir��l - C��lGN R�Vi�� TAF� ,�F'PRO�iA�. r - �oo E ST M � D�uV DRiVE U N ITS �04 N D �o� � � � A a a � . � 3, as i��,��. � � .�, � V i l C�I�R D� 81b�7 ��.. aG�___ _ . � A � � , . , . . M�fi��a�. ��o�� ,at�o� �� ot�� ot�� co�rt�� ouu��- , ABV ABOYE LB POUND OI. DO NOT SGALE DRAWINGS. 26 NOTIFY ARGHITEGT IMMEDIATELY IF SAFETY O� EXI3TIN6 STRUGTURE APPEARS TO BE �\/�\/�\/�\/�\ SHEATHING ENDANGERED TAKE PREGAUTIONS TO PROPERLY 5UPPORT THE STRUGTURE JOR6E AND �LVIRA SEVILLA A RC H I T E C T S /�//�//�//�// �ARTH AF� ABOVE FINISHED FLOOR LT LIGHT 02 YERIFY ALL DIM�N510N5,GONDITIONS AND UTILITY LOGATIONS OK THE JOB 51TE 0 0 4$ E BEAUER CREEK BLUD (PLYWDOD/05B) AFG ABOVE FINISHED GRADE LTL LINTEL � RIVERA de GUPIA I10 GASA 54 AP AGGE55 PANEL PRIOR TO BEGINNING ANY WORK OR ORDERING ANY MATERIALS NOTI�Y ARGHITEGT OF �I�� C��OI� I�iI�tJ./ �� vR LOUVER LOMAS de GHI�PULTEP�G ANY GONFLIGTS OR D15GREPANGIES IN THE DOGUMENTS IMM�DIf�TELY GRAVEL / DRAINAGE WOOD-FINISH AGT AGDUSTIGAL GEILING TILE MH MANHOLE G� I IOO - ADJ ADJAGENT MFR MANUFAGTURER 03 AREAS OF GONFLIGTS OR DISGREPANGIES MUST BE FULLY RE50LVED WITH � T 1��M ��Q1�!��I�k�: MEXIGO DF S U I T E 7 0 7 ALT ALTERNATE MO MA50NRY OPENIN6 , • , , MATL MATERIAL WRITTEN APPROV,4L FROM THE ARGHITEGT BEFORE GONSTRUGTION GONTINUES IN TH09E B Q X � � O O . • GONGRETE WOOD-ROUGH AL ALUMINUM PHONE ��TO.476 0412 APPROX APPROXIMATELY MAX MAXIMUM AREA5 I a SMOKE DETEGTOR IS REQUIRED ON THE GEILING GR WaLL AT A POINT GENTRALLY ADA AMERIGAN D15ABILITY AGT MEGH MEGHANIGAL LOGATED IN THE GORRIDOR OR AREA GIVING AGGESSTO EAGH SLEEPING AREA �MAIL elviramoran�gmail com STUGGO /EIFS or MG MEDIGINE GABINET 04 PLAN DIMEN510N5 ARE TO FAG� OF STUD OR �AGE O� GONGRETE UNLE55 NOTED ��C� I��C�: A V 0 N � V V U I � � O GYPSUM WALL BOARD ►^�OOD-BLOGKING A/G AIR GONDITIONING MMB MEMBRANE OTHERWISE SEGTION AND ELEVATION DIMENSIONS ARE TO TOP OF GONGRETE, TOP OF 2 A SMOKE DETEGTOR IS REQUIRED ON TH� GEILIN6 OR WALL IN EAGH SLEEPING AREA ARGH ARGHITEGTURAL MTL METAL PLYWOOD,OR TOP OF WALL PLATES OR BEAMS UNL�55 NOTED OTHERWISE � � ROOF SHINGLES BSMT BASEMENT M METER 3 SMOKE DETEGTORS AR� REQUIRED TO BE WIRED TO THE BUILDING'S POWER 50URGE VIGTOR MARK DONALD50N ARGHITEGTS $ATT INSULATION (SHAKE /�15PHALT) BRG BEARING MW MIGROWAYE O5 PROVIDE ALL NEGESSARY BLOGKIN6 IN STUD WALLS AND GEILINGS LOGATIONS AND SHALL SE EQUIPPED WITH A BATTERY 6AGKUP A.L SMOKE DETEGTORS SHALL BE MARK DONALD50N, PRINGIPAL J 1 O . 9 4 9 . � L O O BFG BELO!^l FINISHED GRADE N� MILLIMETER INGLUDE BUT ARE NOT LIMITED TO GEILING AND WALL-MOUNTED FIXTURE5, TOILET5, INTERGONNEGTED ROOF TILES BEAM BEAM MPH MILES PER HOUR TOILET AGGESSORIES,GABINETRY, GOUNTERTOPS, SHELVES, GLOSET RODS, FAUX 0048 EAST BEAYER GREEK B�VD, SUITE ZO�1 RI61D INSULATION � BYL BEVELED MIN MINIMUM m (GERAMIG /SLAT�) MIR MIRROR BEAMS,AND LIGHT FIXTURES 4 SMOKE DETEGTORS SHALL SOUND AN ALARM AUDIHLE IN ALL SLEEPING AREAS OF THE P.O, BOX S3OO, AYON, GOLORADO 81620 v m d a@ v m d a� � O III BIT BITUMINOUS MISG MISGELLANEOUS DWELLING IN WHIGH THEY ARE LOGATED PHONE. q�0 q4q 5200 / FAX a40 a4Q 5205 STONE VENEER BLK BLOGK O6 GOORDINATE ALL ELEGTRIGAL AND MEGHANIGAL FIXTURES TO FIT WITHIN GEILING F A X 9 4 9 � � � O � MA50NRY (DRY STAGK) BLKG BLOGKING MR M015TURE RE515TANT �-MAIL markdevmda com BD BOARD ►�NLL MULLION PLENUM, FLOOR AND/OR WALL SPAGES AS SHOWN ELEGTRIGAL AND MEGHANIG�IL TO 5 ALL ELEGTRIGAL WORK SHALL GONFORM TO ALL REQUIREMENTS AND GODES HAVING STONE YENEER BO BOTTOM O� NAT NATURAL BE DE51GN BUILD PROVIDE ELEGTRIGAL, PLUMBING AND MEGHANIGAL 150METRIGS AT JURISDIGTION OVER THE WORK STEEL /METAL NR NOISE REDUGTION THE TIME OF BUILDING PERMIT SUBMITTAL ALL WASTE /501L LINES TO BE GAST IRON ��C�� F��= (GROUTED) BOT BOTTOM NOM NOMINAL b ALL FIRE RELAT�D ENGINEERING (AS NOTED HPREIN)SHALL BE SUBMITTED AT THE TIME � BLD6 BUILDING N NORTH 07 VERIPY ELEGTRIGAL ROUGH-IN LOGATIONS FOR LIGHT AND ELEGTRIGAL FIXTURES OF BUILDING PERMIT APPLIGATION AND SHALL BE PREPARED AND STAMPED BY A QF C O( METAL DEGKING � GPT GARPET KIG NOT IN GONTRAGT IMMEDIATELY NOTI�Y ARGHITEGT OF ANY GON�LIGTS OR D15GREPANGIES WITH THE LIGENGE ENGINEER MONROE � NEwELL ENGINEERS ING �, . 0� HEAVY TIMBER GSMT GASEMENT NT5 NOT TO SGALE � � '9 INFORMATIDN PROVIDED HEREIN OR AFTER DETERMINING EXISTING FIELD GONDITIONS P�TER MONROE P.E. Q` O GIP GAST IN PLAGE O G. OK GENTER �� V�CT` O . GLG GEILING oP� OPENING 70 BENGHMARK ROAD, SUITE 204 � � METAL 51UD5 � or � ENGINEERED WOOD OS VERIFY PLUMBING ROUGH-IN LOGATIONS �OR ALL APPLIANGES AND FIXTURES ��C��C�i��G�T'��C�� * GTR GENTER OPP OPPOSITE �j GT GERAMIG TILE OPH OPPOSITE HAND P O 80X 15a7 RvON GOLORADO 81620 05B ORIENTED STRAND BOARD �1 IK THE EVEKT THRT ADDITIONRL DETAIL5 OR GUIDANGE 15 NEEDED BY THE PtiONE q70 q4q 7768 / �AX• q7O�I4q.4054 � QO S� ` GLR GLEARANGE °" �- // GLAZING/MIRROR OD OUT5IDE DIAMETER GENERAL GONTRAGTOR FOR GONSTRUGTION OF ANY ASPEGTS O� THIS PROJEGT, �Ot� - , GOL GOLUMN ,OH OVERHEAD HE/5HE SHALL IMMEDIATELY NOTIFY THE ARGHITEGT FAILURE TO GIVE aMPLE NOTIGE � E-M,41L: avon�monroe-newell com CJ GONG GONGRETE I PROVIDE OUTLETS AT NO GREATER D15TaNGE THAN 6'-O" APART (E38012 I) ,�� GMU GONGRETE MA50NRY UNIT OA OVERALL SHALL RELIEVE THE ARGHITEGT OF RESPON5IBILIN FOR DELAYS TO THE PROJEGT c �� 2 PROVIDE MINIMUM OF (I) GFI OUTLET IN BATHROOM.,WITHIN 36 OF THE OUT5IDE EDGE �\ G GONDUIT p� PAIR 10 THE GENERAL GONTRAGTOR SHALL BE RESPONSIBLE FOR SATISFYING ALL �F LAVATORY BA51N � I A �+ S�D �RC' � '��, Q��/M 'r�,O�Q� GONST GONSTRUGTION 3 ELEGTRIGAL GONTRAGTOR TO SUPPLY LIGSENGED /5TAMPED ELEGTRIGAL LOaD �"i ,�� COI��I�tC�Gf�� PKNG PARKING APPLIGABLE GODES AND OBTAINING ALL PERMITS AND REQUIRED APPROVALS GODE GALGULATIONS AND THE TIME OF BUILDING PERMIT APPLIGATION GONT GONTINUOUS pyMT PAVEMENT GOMPLIANG� 15 MANDATORY THE GONSTRUGTION DOGUMENTS SHALL NOT PERMIT GJT GONTROL .101NT PED PEDESTAL WORK THAT DDES NOT GONFORM TO RELEVANT GODE5 GOVERNING THIS PROJEGT 4 ALL ELEGTRIGA�L WORK SHALL GONFORM TO ALL REQUIREMENTS AND GODES HAVING RIK H�ID, OWNER GPR GOPPER PLAM PLASTIG LAMINATE JURISDIGTIOH OVER THE WORK HEID GUSTOM BUILDERS GUST GUSTOM PL PLATE X II THE GENERAL GONTRAGTOR AND SUBGONTRAGTORS SFfALL FIELD GOORDINATE AND SUITE G-OO5 _ SEGTION GUT SYMBOL DEPT DEPARTMENT PLUM PLUMBING OBTAIN APPROVAL FROM THE ARGHITEGT/ ENGINEER BEFORE ANY GUTTING,NOTGHING = D DEPTH PW PLYWOOD OR DRILLING OF ANY GAST-IN-PLAGE GONGRETE,STEEL FRAMING,OR ANY OTHER �� ,��: 0275 MAIN STRE�T �r� DETAIL pr PRE55UR� TREATED EDWARDS, GOLORADO 81632 W P5F POUNDS PER SGtUARE FOOT STRUGTURAL ELEMENTS WHIGH MAY AFFEGT THE STRUGTURAL INTEGRITY OF THE DIM DIMEN510N PHONE• q�0 3q0 26�4 (GELL) � DW DISH WASHER P51 POUNDS PER SQUARE INGH BUILDING ��_�� DR DOOR PG PRE-GAST - I ALL NEW INTERIOR Y�lALLS TO BE 3 5/8" METAL 5TUD5 � I6" OG UNLE55 OTHERWISE E-M�� rik�heidcustombuilders com a � ELEVATION REFERENGE DWG DRAWING PROP PROPERTY 12 ALL ELEGTRIGAL WORK IN THIS PFtO.IEGT 15 TO BE GOMPLETED IN A WORKMANLIKE NOTED = � 0 DF DRINKING FOUNTAIN aT G�UARRY TILE FASHION AND IN AGGORDANGE WITH THE R�QUIREMENT5 OF THE GURRENT VERSION OF a � RGPT REGEPTAGLE THE NATIONAL ELEGTRIGAL GODE [NEG] ADOPTED BY THE GOVERNING NNNIGIPALITY 2 NEW EXTERIOR WALLS TO BE 5Y�" METAL 5TUD5 AT16" OG W/ R-Iq PAPER BAGKED �--� E EAST $ATT INSULATION AKD 5/8" TYPE "X" GYPSUM � Q ' . 2 ELEG EL�GTRIGAL REF REFERE�E � I � I A � I AI a' I � I � 13 ALL PLUMBIN6 AND VENTILATION WORK IK THIS PROJEGT IS TO BE GOMPLETED AS I I��I��i��01��1i. i�!I��I�l� ELEY EL�VATIONS REFR REFRIGERATOR � � ADOPTED BY THE GOVERNING MUNIGIPALITY IN A WORKMANLIKE FASHION AND IN �� A � �I�� 1 V�r/ Y��l��OI� ` x EL EL�VATOR REINF REINFORGING � Q AGGORDANGE WITH TH� REQUIREMENTS OF THE GURRENT VERSION OP THE �w� C4�� fi��1�1��J: 2��3 I�C - � o ' 3 XX.X 1 ELEVATION SYMBOLS EM�R EMERGENGY REQD REQUIRED Z � x EQ EQUAL RES RE5ILIENT INTERNATIONAL PLUMBING GODE [IPG], INTERNATIONAL MEGHANIGAL GODE LIMG] AND rt C - EQUIV EQUIVALENT REY REVISION NATIONAL PIRE PROTEGTION AGT [NFPA] �O I ��= EXISTIKG SQ FT = 2,bZq NEW 5Q F T ADDED = 183 SQ FT G � � CO �_, � EXH �XHAUST RH RIGHT HAND TOTAL 5Q FT = � O EXG EXISTING R RISER 14 SUBSTIIUTIONS O� "�QUAL" OR "EQUIVALENT" PRODUGTS WILL BE AGGEPTABLE ONLY I ALL GUEST AND HABITABLE f200M5 SHALL BE PROYIDED WITH NATURAL LIGHT OUP. R-2 z � �— O EXP EXPAN510N R45 ROD AND SHELF WITH OWNER'S AND ARGHITEGT'S WRITTEN APPROVAL THE GENERAL GONTRAGTOR THROUGH EXTERIOR GLAZED OPENINGS NO LE55 THANONE-TENTN OP THE FLOOR AR�A GONSTRUGTION TYPE 2 (NON RATED) �'r� EXT EXTERIOR RD ROOF DRAIN SHALL SUPPLY SUBMITTALS DETAILING THE PRODUGTS SPEGIFIGATIONS, FEATURES, WITH A MINIMUM OF 10 SQUARE �EET � OF FLOORS FIRST FLOOR OF 5 STORY BUILDI — ^1 X RFVI510N SYMBOL FOG FAGE OF GONGRETE RM ROOMxG ETG.., =14 (PER 2003 IBG � 0 � Z � C ' � FOP FAGE O� �INISH 2 ALL GUEST AND HABITABLE ROOMS SHALL BE PRGVIDED WITH NATUR,4L VENTILATION TABLE 100412) -- U FOM FAGE OF MA50NRY R� ROUGH OPENING 15 IT 15 THE INTENT AND MEANING OF THESE DOGUMENTS THAT THE GONTRAGTOR AND BY MEANS OF OPERABLE EXTERIOR OPFNINGS WITH All AREA� OF NO LE55 THAN I/20 OF � R/5 ROUGH SAWN FULLY SPRINKLED PER NPPA 13. NO �� FOS FAGE OF STUDS EAGH SUBCANTRAGTOR PROVIDE ALL LABOR, MATERIALS, TR,�NSPORTATION, SUPPLIES, THE FLOOR AREA WITH A MINIMUM OF 5 5QUARE FEET�R PROVIDED WITH A MEGHANIGAL � 55 SANITARY SEWER EQUIPMENT, ETG, TO OBTAIN A GOMPLET� JOB WITHIN THE RECAGNIZED STANDARDS O� VENTILATING SYSTEM PER IBG REQUIREMEKTS (GOMMON AREAS ARE SPRINKLED) � W � � Q FIN FL �INISH FLODR ELEYATION �g� SEALANT �� Q O X FE FIRE EXTINGUI�HER SHT SHEET THE INDUSTRY � F D G FIRE DEPARTMENT GONNEGTION S H T G SHEATHING 3 ALL BATHROOM5, WATER GL05ET GOMPARTMENT5 AND 51MILAR ROOMS TO BE 2 �X 1 T 5 S H A L L B E R E Q U I R E D T H E E X I T D O O R S O R �X I T A G G E 5 5 � O � � U XX F H G P I R E H 0 5 E G O N N E G T I O N 5 M S H E E T M E T A L I b. GOORDINATE ALL GA BINETR Y GONFIGURATIONS WITH OWNER PRIOR TO ROUGH-IN P R O V I D E D W I T H N A T U R A L Y E N T I L A T I O N T H R O U G H E X T E�I O R O P E N I N G S O F N O L E 5 5 T H A N D O O R W A Y S S H A L L B E P L A G E D A D I S T A N G E A P A R T E Q U A L T O N O T L E 5 5 FEG �IRE EXTINGUISHER GABINET SIM 5 1 M I L A R GDORDINATE ALL TRIM PRO�ILES AND GONFIGURATIONS WITH OWNER. GOORDINATE I/2 0 O F T H E F L O O R A R E A W I T H A M I N I M U M O F I-I/2 S Q J A R E F E�T O R P R O V I D E D W I T H A THAN ONE-HALF OF THE LENGTH OF THE MAXIMUM DIAGONAL DIMEN510N � ~ � 0 � DETAIL OR PLAN ENLARGEMENT PPL FIREPLAGE 5PM 51NGLE PLY MEMBRANE ALL INTERIOR FIN15HE5 MATGH ALL EXISTING WHERE APPROPRIATE,OR REFER TO MEGHANIGAL VENTILATING 5Y5TEM PER IBG REQUIREM_NTS OF THE BUILDING (REFER TO 2003 IBG SEGTION 1014 2 I) � z � Q a �P FIREPROOFING 5G 50LID GoRE FINISH SGHEDULES FLG FLASHING 5 50UTH 4 LAUNDR Y ROO M " V E NTI L AT IO K A ND L IG HT S W ITG H" THRESHOLDS AT DOORWAYS SHALL NOT EXGEED '75 INGH IN HEIGHT FOR � Z � �J,J � FLR PLOOR SPEG SPEGIFIGATIONS Il THE GENERAL GDNTRAGTOR AND ALL TRADES SHALL REFER TO ALL SLIDING DOORS SERVING DW�LLING UNITS OR 05 INGH FOR OTHER — C �D FLOOR DRAIN 5C� FT SQUARE FPET ARGHITEGTURAL DRAININGS AND NOTATiONS ATTAGHED TO THESE PLANS IN ORDER TO DOORS RAISED THRESHOLDS AND FLOOR LEVEL GHANGES GREATER W ' c �TG FOOTING 55TL STAINLE55 STEEL FULLY DETERMINE THE SPEGIFIGATIOKS �OR ALL MATERIALS USED ON THIS PROJEGT IF ST� STANDARD THAN O 25 INGH AT DOORWAYS SHALL BE BEVELED WITH A SLOPE NOT FND FDUNDATION gT SELF-TAPPING THERE ARE ANY GONFLIGT5 OR OMI5510N IN THE PLANS OR NOTATIONS IT 15 THE �� X GREATER T�iAN ONE UNIT VERTIGAL IN TWO UNIT5 HORIZONTAL (50� � W Q WINDOW REFERENGE PBO FURNISHED BY OTHERS 5TL STEEL RESPONSIBILITY O� THE GENERAL GONTRAGTOR TO GONTAGT THE ARGHITEGT AND/OR SLOP�) (R� 2003 IBG SEGTION 100816) EXGEPTION THE THRESHOLD J � FUR FURRING THE OWNER TO RE50LVE THE 155UE NEIGHT SHALL BE LIMITED TO l 3/4 INGHES WHERE THE OGGUPANGY 15 J � 5D STORM DRAIN/SMOKE TI I TITLE SHEET O GA GAGE,GAUGE DETEGTOR GALV GALYANIZED STR STRINGER IS INSULATION SHALL BE EITHER PAPER FAGED FIBERGLASS BATTENS WHIGH EQUAL DPI EXISTING �LDOR AND DEMOLITION PLAN GROUP R-2 OR R-3 A5 APi'LIGABLE IN SEGTION 1012, THE DOOR 15 AK > 3�x�� WINDOW/ DOOR SIZE (FT �"� GD GARBAG� DI5P05AL STRUG STRUGTURAL THE R-VALUE STATED OR A GOM$INATION OF FIBERGLA55 BATTENS AND RIGID FOAM AI I NEW FLOOR PLAN EXTERIOR DOOR THAT 15 NOT A GOMPON�NT OF THE REQUIRED MEANS GG GENERAL GONTRAGTOR 5W SWITGH WHIGH IS EQUAL TO THE SAME R-YALUE DO NOT GREATE INTERMEDIATE DEW FOINTS A2 I PARTIAL EXISTING ELEYATIONS OF EGRE55 AND THE DODRWAY IS NOT ON AN AGGE551BLE ROUTE (RE _J GLAM GLULAM LAMINATED BPAM SYM SYMMETRIGAL EXTERIOR WALLS = R-19 / INTERIDR WALLS = R-13 / INTERIOR GEILING = R-38 A22 PARTIAL NEW ELEVATIONS AND DETAILS 2003 IBG SEGTION 10081'1) Q GL GLA55, GLAZING TEL TELEPHONE (UNFAGED) A'1 I SGHEDULES > QX DOOR REFERENGE GB GRAB BAR N TELEVI510N THE MAXIMUM DIAGONAL DIMEN510N FOR THE SUBJEGT PROPERTY 15 THK THIGKNE55 � � 51 O FOUNDATION, SEGTION, AND G�NERAL NOlES qb'-10 3/4"" (I/2 = 48'-5 3ja"J GND GROUND 19 WINDOWS SHALL BE DOUBLE PANE LOW E AS RATED BY THE MANUFAGTURER. ALL THR THRESHOLD FP-OI FIRE PR�TEGTION / FIRE ALARM THE MAXIMUM EXIT AGGE55 TRAVEL DISTANGE 15 200' PER 2003 IBG GWB GYPSUM WALL BOARD T$p TO BE DETERMINED �XTERIOR DOORS SHALL BE INSULATED AND/OR WITH INSULATED GLA55 EQUAL TO THE HGR HANGER TON6UE AND GROOVE 1^�INDOWS. WEATHER STRIPPING AND FLASHING AT WINDOWS AND DOORS SHALL BE TABLE 1015I XX WALL TYPE REFERENGE T�G TOP OF SLAB HDW HARDWARE T05 TIGHT TD THE WEATHER AND MADE 50 A5 NOT TO ALLOW LEAKAGE AT ANY JOINTS HDR HEADER T5L TOP OF STEEL EXTERIOR BALGONIES, STAIRWAYS AND RAMPS SHALL BE LOGA�TED AT �C COPYRIGHT HTG HEATING TpW TOP OF WALL 20 ALL WINDOWS, DOORS, ROO� JOINTS AND OTHER AREAS SUBJEGT TO M0151URE LEAST 10 FEET FROM ADJAGENT LOT LINES AND FROM OTHER BUILDINGS Vlctor Mark HVAG HEATINGNENTILATING/ AIR TS TOWEL BAR INrRUSION SHALL BE PROPERLY FLASHED AND GoUHTER-FLASHED WITH A ON THE SAME LOT UNLE55 THE �1DJAGENT BUILDING EXT�RIOR WALLS Donaldson AI GONDITIONING TR TRANSOM NON-GORROSIV� FLASHING WHIGH MEETS IBG STANDARDS AND SHALL NOT LEAK OR AND OPENINGS ARE PROTEGTED IN AGGORDANGE WITH 2O03 IBG Archltects �� TREl4D DETERIORATE FROM WEATHER SEGTIOH 704 BASED ON FIRE SEPARATION DISTANGE (RE 2003 IBG All RlghtS HT HEIGHT T Reserved 12 HG HOLLOW GORE T5 TUBE STEEL SEGTIONI023 3) b � or 6 12 ROOF PITGH SYMBOL HM HOLLOW METAL TYP TYPIGAL 21 THE GONTRA�GTOR SHALL �URNISH TD THE OWNER, ALL WRITTEN & 6RAPHIG �°�'� � ' � THE EXIT DISGHARGE SHALL PROVIDE A DIREGT AND UNOBSTRUGTED i HORIZ HORIZONTAL UG UNDERGRDUND MATERIALS WHlGH MAY GOME WITH ANY/ALL �QUIPM�NT, APPLIANG�S, HARDWARE AND .�� ,� AGGE55 TO A PUBLIG WAY (RE 2003 IBG SEGTION 1023.b) ,' INGL INGLUDED UL UNDERWRITERS 5Y5TEM5 INGLUDING YVARRANTIES, INSTRUGTIDN MANUALS, AND THE INSTALLERS � ^ • ' LABORATORI ES�UNLE55 ID IN51DE DIAMETER MANUFAGTURERS NAME AND ADDRE55 ALL EQUIPMENT, SY5TEM5, FIXTURES AND A 2 HOUR FIRE SEPARATION 15 REQUIRED BETYVEEN THE SUBJEGT IBG INSTALLED BY GONTRAGTOR �� NOTED OTHERWISE APPLIANGES INSTALL�D SHALL HAVE A MINIMUM OF A ON� (I) YEAR WARRANTY THE � RESIDENGE AKD THE PARKING GARAGE THERE IS NO REQUIRED IBO INSTALLED BY OWNER � VAPOR BARRIER GONTRAGTOR FURTHER WARRANT5 AGAIN5T FAILURE OF ALL VARIOUS 5Y5TEM5 5EPARATION BETWEEK THE SUBJEGT RE5IDENGE AND OTHER R-2 I/4" INS INSULATED VIF VERIFY IN FIELD TYP>--- WELD SYMBOL INT INTERIOR �- VERSALAM INSTALLED,GONSTRUGTED OR GAUSED TD BE INSTALLED FOR THE PERIOD OF ONE (I) GLA551FIGATIONS WITHIN THE BUILDING (RE 2003 IBG SEGTION TABLE VERT VERTIGAL YEAR AFTER DATE OF FULL OWNER AGGEPTANGE. SEE ATTAGHED PROJEGT MANUAL 302.3 2) I � O9IOZIOO .!T JOINT YGT VINYL GOMP051TIDN TILE AND GONSTRUGTION SPEGIFIGf�TIONS, IF APPLIGABLE, FOR MORE DETAILS J5T JOIST v VOLTS 60VERNING GODES 2003 IBG, 2003 IFG, 2003 IMG, 2003 IPG JG JANITOR'S GL05ET W/p WASHER/ DRYER 22 ALL GL05ET5 TO H�VE ROD AND SHELF PER OWNER UNLE55 OTHERWISE NOT�D a I i I OO�O ' - KIT KITGHEN WG WATER GL05ET ' � DRAINAGE FLOW DE5IGNATION LAM LAMINATE WH WATER HEATER 23 ALL WORK SHALL BE PERFORMED IK AGCARDANGE WITH ALL REGULATIONS, �OI V��I�� 1�i�V(�W= Z Y/Y/3 ��?�/ LVL LAMINATED VENEER LUM6ER � WELDED WIRE FABRIG GODES, AND REQUIREMENTS OF AUTHORITIES HAYING JURISDIGTION � , LAV LAVATORY W WIDTH/WATT5/WEST ZONING DI5TRIGT 5PEGIAL DEYELOPMENT DISTRIGT # b ' LH LE�T HAND 1^IF WIDE FLANGE 24 GONTRAGTOR TO YERIFY W/OWNER ALL FLOOR SUBSTRATE ELEVATIONS FOR TITLE SHEET OELEVATION KEYNOTE L LENGTH /STEEL ANGL� �� WITH�� LEVEL FINISHED FLOOR RELATIDN5HIP5 PRIOR TO GONSTRUGTION ,� �O J��'�' ��G�' ��!'�'�O�= Wp WITHOUT 25 PROVIDE NEGE55ARY T�MPORARY SHORING AN� BRAGING TO SUPPORT AND INGREASE LIVING AREA IN THE UNIT BY GONYERTING EXISTING GOVERED TERRAGE y�p WOOD y� WATERPROOF / PROTEGT PORTION9 OF THE EXISTING BUILDING DURING DEMOLITION OPERATIDNS AREA TO LIVfNG AREA VIA 250 ORDINANGE PLUS NEW FIRE PROTEGTION SYSTEM WEATHERPRODF LEAVE SUGH SHORING IN PLAGE UNTIL PERMANENT SUPPORT5 HAVE BEEN INSTALLED INSTALALED T� ■ � BE 50LELY RESPONSIBLE FOR DESIGN,SAFETY AND ADEQUAGY OF T�MPORARY , SHORING �ND BRAGING AND ITS ABILITY TO GARRY LOAD O� WHIGH INTENDED �� V � SEP 0 3 2008 TC�If�fV �� IL , , , V � ' , ' � - � • � � ON � . � � � � � � � � � �� r I I � � I I � SEGTIONS OF EXISTING GUARD RAIL TO BE REMOYED . : . . . 6 — — — — — — — — — — — __=_____=_ __ • , I � � • � ' �xis-riu� II • �.TH ROD I ID �� ; �� iii �XISTING GOV�RED I A R C H I T E C T S � �I TERRf�GE BEO�o M � EXISTING I MODIFI�D �� 12' � I , 0 0 4 8 E BEA�ER CREEK BLUD �� o B� O8�M LI�/I�iC ROOM II I � �� ioa � SUITE 20l STING �I I B�4TH RO�T � � �� II� B � /` � 3 � � � II I 10� i� � ��I �l � �� I � AUON , C081620 �__________ - L------------- I — — — �, �-,----,-_ ,�--_- - - - - - �.� 9 7 0 , 9 4 9 . � 2 0 0 � � ► , ,i,��=� �==JJ � vmda@Vmda, com D � � /� / � VERIFY STEEL GOLUMN GONGEALED IN F A X 9 4 9 � � � O � /� � / � EXISTNG WALL AT TIME OF DEMOLITION /�� `�� // // 171N�C�I ROOM AND REPORT PIND TO ARGHITEGT / � \ � � 120 EXISTINC OPE�1 �/�� I � � � I � T�RR?�G� 0�. ��O I � � �4 ♦` � �� PROTEGT EXI TING GOLUMN WRAP 12� P .9 � INTEGRITY DU ING DEMOLITION AND NEW �X I ST I NG �� GONSTRUGTIO (TY�) � �� VICT R BEDRO M W I G � �` ♦ � �VI �*''"� . io3 //� � f DO y � ' 104 I �/` �� EXISTING � r� , �� ♦ KITGH�N �� I I � � V �� `�� I I O / / � I �/S, �\�� \�� ` �� F� AR� � � �/ / � � �, - I — — — — — _ _ �^��C � ��` ��` . � — — —�� ` — � — EXISTING BA H EXISTINF'q `� � —� ROOM o KITGH�N \ � � � REMOVE EXISTING ---- ---- 102 � � III � ` /� �� BUILT-IN5 ,� �Q � I � �� / ` _$�� '�j� � / `� I [✓ ,.-o" . '1,� I I `��/ ��`�� I B pR�� J � J�� ,�,, ��1�'� TYI�ES OF CONSTRUCTION � � � � � � C •�'� ��5 I EX15TIf�1G � (� bn �� . � �XISTING � I �� \� � SEDROOM - � �� r �� Ci� ' ENTRY �� ' �J�` ' TABLE 601 , I OI I L ------ \�;%�/ I I� '�•--� FIRE-RESISTANCE RATING REQUIREMENYS F BUILDtN�E�EMENTS(hours) �-- ------ � .._ TYPE I �1(PE II TYPE 111 TYPE{V V t � TYPE V � �' II M DI�IED BATH BUILDING ELEMENT A B Ad' B A`� g HT ad B / __J ROOM � ' � � / �� --� � I 13 St�uctuial i'ramea : � _ I II �___�I o //T I � Includin columns, irders,tiusses 36 2b � 1 0 1 0 HT 1 0 `�.� — — — — — — — —�———� — — — / I' � ��BeExterioiells 3 2 t 1 0 i � � , II Intenor 36 26 � 1 0 1 I 0 11H7 1 0 __=� � Nonbearmg walls and parulions � I J ` �� XISTINC� E a t e i i o r See Table 662 HALL I i�citbearmg walls and part�tions � � I I I /// I `_� I I 16 InteiioiR � � 0 0 0 Q See Section 6U2 4 b 0 0 � � '"� ________ Flooi constnicdon , -� ———————— Includm�su ortmg beams and�oists 2 � � '�' r�} � 1 ' � g�T 1 p ,�� ,_ MON EL TOR ————————— — — — Roof constivction __ - , - - — Includrng supportmg beams and�oists �t�'-� 1� �� 1� a 4` 0 HT l� 0 I EXIS-ING �X15TING BP�TH Foi SI 1 foot=304 8 mm L-- � I I W I G ROOM �The structLUal frame shall be cons�dered to be the columns and the guders,beams,trvsseti and spanrlrels h�ti.n�d�re�t e,c�nnectFen�to lhe columns and bracm� I I� I 1�1 rnembers des�gned to ca�ry gravity loads The members of floor or roof panels wluch ha�e no coniieetion to ihe c.olumns sha3i be constdered secondary members �" and not a pa�t of the structural frame - - — ��Roof supports Fue-res�stance ratmos of structural frame and beanng walls are pen2utted to be reduced by 1 liour tiahe�e supporling a root only o c 1 EYCept m Factory-Industrial(F-1),Hazardous(H),Ivlercantile(M)and D�oderate-HaTard Stora�e{S-1)uc,.upane��s,fire}�retecrin7 of structural members PROTEGT EXISTING SHAFT WALL � Shallnotberequ�red,mcludmgprorectionofrooYfiammoanddechm��3�hereeveryplrtofttieroofconstna�tionis20feetormereab�ream�floorimmediatel� GONSTRUGTION TO MAINTAIN INTEGRITY "�""� ' y - -- - ��-��>� GOMMON EXIT GORRIDOR � PER 2003 IBG � 0 GENER�L DEMOLITION NOTES• � � o _ � OI GOKTRAGTOR SHALL GONTROL DUST AND DEBRIS GENERATED DURING > � DEMOLITION AND SHALL DI5P05E OF THE SAME IN A LEGAL AND TIMELY —� ' FASH ION a 02 GONTRAGTOR SHALL FIELD YERIFY ALL DIMEN510N5 AND EXISTING � ' GONDITIONS TO ENSURE THAT N�W ITEMS WILL FIT IK THE MANNER INDIGATED BY TI+ESE DRAWINGS 1�lOTIFY ARGHITEGT IMMEDIATELY IF ANY D15GREPANGIES ARE „ 5�►� POUND 03 PROYIDE GLEAR, SAFE, AND PROTEGTED ROUTES FOR DEBRIS REMOVAL TO OCOPYRIGHT POINT OF DI5P05AL Victor Mark W�LL TYPE LEG�ND• Donaldson � 04 GOORDINATE MANAGEMENT OF FIRE ALARM 5Y5TEM, DETEGTION, ETG W/ ArchlteCts �IRE DEPARTMEKT IN ADVANGE All Rights ' 0 �XISTING�GONSTRUGTIOK TO REMAIN Reserved 05 PROVIDE INTERIM /TEMPORARY GUARDRAILS, EXIT STAIRS, ROUTES, ETG , � NEW GONSTRUGTION-FULL H�IGHT WALL PER IBG. � / [__] EXISTING CANSTRUGTIOK TO BE REMOYED Ob REMOYE MEGHAKIGAL, ELEGTRIGAL AND PLUMSING A5 REQUIRED UNLE55 - NOTED OTHERWISE ' NOTE. GONTRAGTOR 5HALL MATGH EXI5TING WALL ' GONSTRUGTI�N TYPE A5 REQUIRED, FOR STRIGT 07 REMOVE AND STORE ALL FIXTUR�S, FURNISHINGS ,�ND EQUIPMENT PER ADHER=NGE TO GODE GOMPLIANGE OWNERS DIREGTION � � o91o2ios OS SALVAGE ALL DOORS TO BE RELOG/�TED AS PER OWNERS DIREGTION '� • � �X I 5T I 1�� .00� �1�� o� I �I o� ��1 Oq GAP ALL GA5 AND WATER LINES A5 REQUIRED I � I OS�O - � � ��: � / �„ _ �, _ o�, 10 PHOTOGRAPH THE EXISTING GONDITIONS OF THE HOME PROTEGT ALL AREAS , WHERE NO Y�IORK IS TO BE CAMPLETED RETURN AREAS OF NO WORK TO THEIR EXISTING FLOOR _ PRE-GONSTRUGTION GONDITION AT THE TIME OF GOMPLETION OF THE PROJEGT AND DEM4LITION II PROTEGT ALL SURF,4GE5 FROM GONSTRUGTION DAMAGE AND DEBRI5 PLAN , 12. NOTIFY ARGHITEGT AND ENGINEER OP ANY D15GREPANGIES OR STRUGTURAL GONGERNS PRIOR TO DEMOLITION OF SAID STRUGTURE � p P 1 / � � . , - • � • � � ON , �2ND �L UNIT ABOVE FIN FL I 15'-O" EXISTING WODD 51DING TO REMAIN . , EXISTING STUGGO FINISH TO R�MAIN � � � EXISTING METAL HAND RAIL TO BE I � ( I I I , I UPGRADED TO GOMPLY W/ 2003 I BG I , I � I i f I REQUIREMENTS SUBMIT SHOP DRAWINGS ,% �j' � / I / � // PRIOR TO INSTALLATION —� � / j / I / I I i A R C H I T E C T S ; - - - - �----- --, -----� � i EXISTING GOYERED TERRAGE � � ��-; -�� --i � ,j; � 0 0 4 $ E BEAUER CREEK BLUD � � -- 0 �-----� �_ � �FIN FL ELEV --- - S U I T E � O f 105�-�� B 0 X 5 3 0 0 EXISTING O H GARAGE DOOR TO A U 0 N , C 0 816 2 0 REMAIN 910 . 949 , 5200 APPROXIMATE LINE OF EXISTING STONE � m d a@ v m d a� � 0 I I I AND GiZADE FAX 949 , 5205 n�FIN 6ARAGE LEYEL P2 .,.., q5'-O" , �.°'�,, �Q�� , '�' �'� � � . �' r ��R �'� ��y Q� ,' Q °�'� I °°� �I °� I \ / °°� /��I ,� ` ' �',� � # �� I ( �d� �� I � I I I `�� I �d�� X � I I V I `� # � � , .� � r � , O I = �` +� ;�G� a �GA�L.E: I / 4" I' — O" y �.�, . . �� S�r� �g�,� . � EXISTING GOVERED TERRAGE , � , _ nf�2ND FL UKIT ABOVE FIN FL I 15'-O" EXISTING WOOD SIDING TO REMAIN — EXISTING STUGGO FINISH TO REMAIN W --i -- — � � Q � EXISTING METAL HAND R,41L TO BE �� ' � ,/ %/ ;% _ � O � UPGRADED TD GOMPLY W/ 2003 I BG I '� a � REQUIREMENTS SUBMIT SHOP DRAWINGS � E— I � � �� Q • PRIDR TO INSTALLATION i � O _ i � � � Q . " � � i i �(� Z � � .�.� —C � � � • FIN FL ELEV -- - — • G � � ios'-o" J �� io� � � 00 � � � o � ' EXISTING DOORS � � Z � � O O � zo �� U � � � � , �y, APPROXIMATE LINE OF EXISTING STONE � \ w � LL U , , WALL AND EARTH BERM TO REMAIN �� O � ` � � o � � � � w a � / � .�I o J ` �IN GARAGE LEVEL P2 \, � � - z � w > q5'-O" � C , ' W � G a � W ,� � o � � , > � � � I �°�- �I � II � / /�� I > ��I �l� �� I � I `l� I �0�� 1�� Y �� / I �t � SG,�I.�: I / �� _ �� _ 0�� , QC COPYRIGHT � Victor Mark � f I Donaldson � Architects All Rights Reserved � , ; 1 � 09102108 - - 1� : 1 0810 � PARTIAL EXISTING ELEVATIONS � � A2. 1 � � V � ' , ' � • � � ON � EXISTING WOOD 51DING TO REMAIN ' �EXI5TIN6 FIN FLOOR ELE�/ I15'-O" EXISTIIJ6 WINDOW TO R�MAIN ' � EXISTIN6 STUGGO FINISH TO REMAIN . � . EXI5TIN6 SLIDING 6LA5S DOORS TO � REMAIN - � ----- � ----� � � --, � EXISTING METAL HAND RAIL TO BE i � � O � � i i I � UP6RADED TO GOMPLY YV/2003 IBG � � � � i ; i ; REQUIREMENTS SUBMIT SHOP DRAWINGS I ,� / � / � � /� � i I i, � PRIOR 70 INSTALLA710N I �% �' i � , � A R C H I T E C T S 42" HI6H TO YVALKIN6 SURFAGE PER � I I ---1 � — � I � CREEK BLUD 2003 IBG SEGTIDN 1012 � _, , , -�--- -� —�; �_,�� ,-_� V � ' , ' � • � � ON FIN HEAD HEIGHT 6'-10" �I—, �--- i - —1 • ` ( � //T ' i 5� ST —� 5T I� � b� W I I� � � b� � I'� � � � � � � � � � � �I � � � � �� ' � � / � � � /� �' WINDOW FR,4ME REMARKS � TEMPERED � � I � � TEMPERED O QTY, LOGP.T ION 1 GL�455 ----- ___ ___; �- __' GLA55 ELE�/ M�4T'L TYPE WIDTH HEIGHT MAT'L FIN FEAD F+T �� " � _ � � PIRST PLOOR ' -------- �' � � FIN FL ELEV �- ___ ___-____ � '� = INDIGATES EXISTING WINDOWS AND SLIDING GLA55 DODRS TD REMAIN O'-O" 3'-O" 3'-O" 3'-D" A 3 NEW LIVING SPAGE 121 A WG AW 3'-O" 6'-0" WG 5T 6'-10" Ml�TERIALS AND FINI5HE5 TO MATGH EXISTING WINDOWS (SLIDING GLA55 DOORS) - q'-O" q'-O" B I NEW LIVING SPAGE 121 B ALUM SL q'-O" b'-8" ALUM �AGT b'-10" MATERIALS AND FINISHES TO MATGH EXISTING SLIDING GLA55 DOORS ' ' O O • , • WINDOW MATERIAL WINDOW TYPE GENERAL NOTES . NOTE ST = STATIONARY GLA55 / FIXED UNIT MATGH EXISTING AW AWNING � ALL DIMEN510N5 ARE FROM FAGE OF FRAME TO FA�GE OF FRAME 5L SLIDING GL455 DODR5 � THE DIMEN510N INDIGATED FOR THE HEAD MOUNTING HEIGHT IS TO THE TOP OF WINDOW FRAME � GONTRAGTOR TO VERIFY ALL ROUGH OPENINGS & HEAD HT5 1^U MFR PRIOR TO INSTALLATION � ALL WINDOW AND WINDOI^VDOOR UNITS TO MATGH EXISTING. A R C H I T E C T S � WINDOWS SHALL BE DOUBLE PA�NE 'LOW E' AS RATED BY THE MANUFAGTURER, WEATHER STRIPPING AND � � � � � � � � I � � � � � � � � � FLASHING AT WINDOWS SHALL BE TIGHT TO THE WEATHER AND MADE 50 AS NOT TO ALLOW LEAKAGE OR Q 0 4 $ E BEA�ER CREEK BLVD MOISTURE INTRUSION f�T ANY JOINTS � WINDOWS NOT SHOWN ON TH15 SGHEDULE ARE EXISTING AND ARE TO REMAIN S U I T E 2 O 1 I EVERY SLEEPING ROOM SHALL BE PROVIDED WITH AT LEAST ONE � REFER TO WINDOW ELE1(ATIONS THIS SHEET �OR WINDOW OPERATIDNS OPERABLE ESGAPE WINDOW MEETING THE REQUIREMENTS L15TED B O X � � O O A SHALL HAVE MINIMUM NET GL�AR OPENING OF 5� SQUARE FEEf B MINIMUM OPERABLE HEIGHT SHALL 8P 24". G MINIMUM OPERABLE WIDTH SHALL BE 20" � � � � � � � � � � � � � � � A V 0 N , C 0 816 2 0 D THE 51LL MUST BE NO MORE THAN 44" ABOVE THE �LOOR 2, SAFETY GLAZING--ALL WINDOW5 AND GLA55 SHALL GOMPLY TO 2�03 IBG SAFETY GL�IZING IS REQUIRED AT QTY LOGATION DOOR FRAME HARDWARE REMARKS 9 l 0 9 4 9 � 2 0 0 A FIXED AND SLIDING PANELS OF SLIDING DOOR A55EMBLIES FIRST FLOOR FROM TO WIDTH HEIGHT THIGK MAT'L FIN TYPE GLAZING ELEV TYPE FIN HEAD HT GROUP B AT ALL SHOYJER AND TUB DOORS � � G ALL GLA55 IN TUBS AND SHOW�RS LE55 THAN 60" ABOVE THE STANDING SURFAGE v m d a@ v m d a� L � I I I OF THE TUB � '� = INDIGATES EXISTING DOOR TO REMAIN D 6LAZING ADJAGENT TO A DOOR WH�RE TH� 6LAZING IS WITHIW 24" O� EITHER EDGE F A X 9 4 9 � � � L �J OF THE DOOR AND 15 LE55 THAN 60" ABOYE THE FLOOR 108 2 MODIFIED BEDROOM 108 GL05ET PR 3-O" 6'-8" I 3/4" WD 5T BI-PASS - I WD 5T b'-10" - MATGH EXISTING GL05ET DDORS STYL� AND GOLOR E GLA55 WITHIN IS" OF THE FLOOR I. ALL INTERIOR WOOD ON WINDOWS TO MATGH EXISTING I10 2 MOD LIVING RM NEW 51TTIKG AREA PR 2'-O" 6'-8" I-3/4" SG ST POGK - 4 WD ST 6'-10" - MATGH EXISTING DOORS STYLE AND GOLOR 2 GONTRAGTOR TO VERIFY ROUGH OPENINGS FOR WINDOW 51ZE5 113 I MODIFIED BEDROOM 115 LIVING ROM 112 3'-O" 6'-8" I-3/4" 5G 5T 5W - 3 WD 5T b'-10" #3 MATGH EXI5TING DOOR STYLE AND GOLOR I14 I EXISTING HALL I Ib NEW POWDER ROOM 2'-8" 6'-8" I 3/4" 5G 5T 5W - 2 WD 5T b'-8" #I MATGH EXISTING DOOR STYLE AND GOLOR �(0 � b'-0" 3'-O" 2'-6" 4'-O" �'9 " TYP ��" 1YP�" TYP " TYP ' VIC � O �� K ��'� : . DOOR MATERIAL DOOR TYPE DOOR FINISH GENERAL NOTES � �Q ; ON '� �— 5G SOLID GORE WOOD 5W 5WINGING DOOR 5T STAIN � GONFIRM KEYING GONFIGUf1ATION WITH OWNER PRIOR TO INSTALLATION � �- ' (MATGH EXISTING) SL SLIDING (MATGH EXISTING) � ALL DOORS ARE TO BE INSTALLED SHALL MEET AN51 8 ADA REQUIR�MEKTS � V � POGK POGKET DOORS � MATGH EXISTING BIJILDING yTANDARDS IF APPLIGABLE �F. ,`<Cr � � MOUNR AL DOOR AGGE55 HARDWARE PERI MFR'5 REGOMMEN ED EIGH 5R TO INSTALLATION SFD f�RC'�` � � � ALL DOORS NOT SHOWN IN TH15 SGHEDULE ARE EXISTING AND ARE TO REMAIN �= . . O (PAIR BI-PA55 O O q. (PAIR POGKET � � � � � � � � � � � � � � � � � � = DOOR5) O DOORS) GROUF I DESIGNATION SIZE NOTES HINGE Mt�TGH EXISTING 4Y2"X 4Yz' I, ALL LOGK5ET5 TO MATGH EXISTING w PASSPGE SET MATGH EXISTING 2 HINGES /PULL / PUSH PLATES TO MATGH EXISTING �I�} - FINISH MATGH EXISTING 3 VERIFY ALL HARDWARE WITH DOOR HARDWARE GROUP 2 DE5IGNATION 51ZE REPRESENTATIVE = LC� HINGE MATGH EXI5TING 4y2"X 4Yz" 4. PROVIDE I Y�' PAIR HINGES PER DOOR a Z 0 LOGK�T MATGH EXISTING � � . FINISH MATGH EXISTING � O � GROUP 3 DE5IGNATION SIZE � � Z - MATGH EXISTING � Q „ HINGE 4Y�'X 4Yz" - PRIVAGY 5ET MATGH EXISTING z � � FINISH MATGH EXISTING � � Q � � � Z � 00 I- O � p p. Z o U � � � WW � O � ° o � o •r� � � � � oJ z ,,�L Q Q � z .� w > w �► � a � W J � � J 0 � ' J Q � ' QC COPYRIGHT Victar Mark � Danaldson Architects Ail Rights Reserved � , 1 � 09102108 1 : � 0810 .' SCHEDULES � A7. 1 � � . , . � � � � oN 3 � S1.0 :,T SEVILLA EXPANSION ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED EXACT BEARING REINFORCEMENT PROTECTION UNLESS NOTED OTHERWISE • UGUST 6,2008 ELEVATIONS SHALL BE VERIFIED IN THE FIELD WITH ACTUAL COnDITIONS BY 1 CONCRETE POURED AGAINST EARTH 3" CONTRACTOR WITH APPROVAL OF SOILS ENGINEER AND ALL TO�S OF FOOTINGS 2 CONCRETE POURED IN FORMS(EXPOSED TO WEATHER OR EARTH) 2" GENERAL NOTES SHALL BE A MINIMUM OF 48"BELOW EXTERIOR GRADE D REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH � C ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED, NATJRAL SOIL OR SECTIONS 7 5, 7 6 AND 7 7 OF ACI 318, LATEST EDITION � LIVE LOADS USED IN DESIGN PROPERLY COMPACTED BACKFILL,APPROVED BY THE SOILS EN�INEER BACKFILL SHALL BE COMPACTED TO 95%(MINIMUM)MODIFIED PROCTOR CENSITY PER ASTM E NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR I 3'-8' D1557 UNLESS OTHERWISE RECOMMENDED IN THE SOILS REPORT IF SOFT SPOTS ARE AUTHORIZED BY THE STRUCTURAL ENGINEER LAP SPLICES,WHERE PERMITTED,SHALL A WIND ENCOUNTERED REMOVE SOIL AND RECOMPACT WITH APPROVED FILL(RE SOIL BE A MINIMUM OF 48 BAR DIAMETERS FOR#6 BARS AND SMALLER AND SHALL BE A 3 SECOND GUST 90 MPH REPORT FOR DESCRIPTION OF BEARING SOIL) MINIMUM OF 80 BAR DIAMETERS FOR#7 AND#8 REINFORCEMENT UNLESS NOTED FASTEST MILE 75 MPH WISE MAKE ALL BARS CONTINUOUS AROUND CORNERS _ _ _ _ EXPOSURE B D CONTRACTOR SHALL BACKFILL EQUALLY ON EACH SIDE OF FOUNDATION WALLS IN 12 ' ' INCH MAXIMUM VERTICAL LIFTS OR AS RECOMMENDED IN THE SDILS REPORT REFER F PLACE TWO#5(PER 8"THICKNESS)WITH 2'-0"PROJECTION AROUND ALL OPENINGS IN I B SNOW TO SOILS REPORT FOR BACKFILL MATERIAL CONCRETE WALLS, SLABS,AND BEAMS ALSO PROVIDE TWO#5 X 4'-0"DIAGONALLY AT � � FLAT ROOF SNOW LOAD Pf 100 PSF EACH CORNER I I 2 - � - SNOW EXPOSURE FACTOR Ce 1 0 E CONTRACTOR TO PROVIDE,AT HIS EXPENSE, FIELD DENSITY TESTS ON COMPACTED THERMAL FACTOR Ct 1 0 FILL UNDER FOOTINGS AND INTERIOR SLABS-ON-GRADE S1.0 • GENERAL I C LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE F NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETED SOTHAT CONDITIONS MAY � D CODE USED IN DESIGN 2003 IBC BE INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE A ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS � A R C H I T E C T S G FOR SOIL DRAINAGE REQUIREMENTS REFER TO SOILS REPORT AND CIVIL DRAWINGS B VERIFY ALL OPENINGS THROUGH FLOORS AND WALLS WITH MECHANICAL AND TESTING. INSPECTIONS AND OBSERVATIONS SLAB ON GRADE REQUIREDACON ECT O S ARE CONTRA�OR'S COMPLETE RESPONSN ILITyAND � i �- � EXISTING TREES TO REMAIN 0 0 4 8 E BERVER CREEK BLVD � A THE PREPARATION OF THE SUBGRADE FOR THE SLAB ON GRADE SHALL BE IN STRICT C SUBMIT SHOP AND ERECTION DRAWINGS TO ENGINEER FOR REVIEW OF ALL CONCRETE � � S U I T E Z O 1 A THE FOLLOWING WORK SHALL BE INSPECTED BY THE SPECIAL INSPECTOR UNLESS ACCORDANCE WITH THE PROJECT SOILS REPORT REFERENCEDABOVE THE REINFORCING,STRUCTURAL STEEL, LAMINATED WOOD FRAMING MEMBERS,WOOD EXISTING STONE WALL SPECIFICALLY WAIVED BY THE BUILDING OFFICIAL CONTRACTOR SHALL DIRECT QUESTIONS REGARDING THE SUBGRADE PREPARATION JOISTS, LOG FRAMING MEMBERS,STEEL OPEN WEB JOISTS AND METAL DECK THE I B O X � � O O REQUIREMENTS TO THE GEOTECHNICAL ENGINEER MANUFACTURING OR FABRICATION OF ANY ITEMS PRIOR TO WRITTEN REVIEW OF SHOP � 1 SOIL PREPARATION DRAWINGS WILL BE ENTIRELY AT THE RISK OF THE CONTRACTOR I � I CONCRETE A V 0 N , C 0 816 2 0 a EARTHWORK EXCAVATION, PLACEMENT AND COMPACTION OF FILL D WATERPROOFING,VAPOR BARRIERS,WATERSTOP, ETC,SHALL BE AS SHOWN ON THE � I'-�" AND IN-PLACE DRY DENSITY OF THE COMPACTED FILL FOR A ALL CAST-IN-PLACE CONCRETE SHALL BE MADE WITH TYPE I/II PORTLAND CEMENT, ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS CONFORMANCE WITH THE APPROVED REPORT STONE AGGREGATE AND SHALL SATISFY THE FOLLOWING REQUREMENTS — � �,� E ALL MASONRY AND STONE VENEERS SHALL BE ATTACHED TO INTERIOR AND EXTERIOR �/ I O , 9 4 9 � �J Z O O 2 CONCRETE CONSTRUCTION CONCRETE ITEM F'C MIX TYPE MAX W/C RATO %AIR REQ WALLS AS SPECIFIED IN SECTION 1405 OF THE INTERNATIONAL BUILDING CODE I � �J �,- ' a PERIODIC WSPECTION OF REINFORCING STEEL AND PLACEMENT FOOTINGS 3000 psi STD --- --- F ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD AND � � /� �— v m d a@ v m d a� C O I I I b PERIODIC VERIFICATION OF USE OF REQUIRED DESIGN MIX FOUNDATION WALLS 3000 psi STD --- --- ARCHITECTURAL DRAWINGS � c CONTINUOUS INSPECTION AT THE TIME FRESH CONCRETE IS SAMPLED � C� G� TO FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND G CONTRACTOR SHALL VERIFY ALL ASSUMED EXISTING CONDITIONS IF CONDITIONS ��-�- F A X 9 4 9 � V Z O V AIR CONTENT TESTS AND DETERMINE THE TEMPERATURE OF THE B IF CONCRETE SUPPLIER PROPOSES USE OF FLYASH HE SHALL PROVIDE OWNER WITH ARE DIFFERENT THAN ASSUMED, NOTIFY ENGINEER CONCRETE LETTER INDICATING COST REDUCTION AT TIME OF BID THE MOCULUS OF ELASTICITY d CONTINUOUS INSPECTION OF CONCRETE PLACEMENT OF ALL CONCRETE SHALL EXCEED WC� 5 33�F'C (OR 57,000�F'C NORMAL WEIGHT H PRE-MANUFACTURED HANDRAILS,AND GUARDRAILS NOTED ON PLAN SHALL HAVE ALL FOR PROPER APPLICATION TECHNIQUES CONCRETE) ENGINEERING, DESIGN AND DETAILING PROVIDED BY STAIR DESIGNER AND SHALL BE � e PERIODIC INSPECTION FOR MAINTENANCE OF SPECIFIED CURING SUBMITTED FOR ARCHITECTS REVIEW BEARING THE SEAL OF A PROFESSIONAL ENGINEER � ��-••-�=� TEMPERATURE AND TECHNIQUES C ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE REGISTERED IN THE STATE OF COLORADO STAIRS SHALL BE DESIGNED TO SUPPORT A LI �y� 6„,�,. ~` ,/ �,,6,,6._.,.E3�;a� WITH ACI BUILDING CODE 318 LATEST EDITION, UNLESS NOTED OTHERWISE USE LOAD OF 100 PSF SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS ANC �,<': � "4'�i f�.,�,�� FOUNDATIONS STANDARD HOOKS FOR DOWELS UNLESS NOTED OTHERWISE ALL EXPOSED EDGES OF CRITERIA � "+ c ��;`� y CONCRETE WORK SHALL HAVE 3/4 INCH CHAMFER °s�'' ' A THE ALLOWABLE SOIL BEARING PRESSURE ASSUMED IN DESIGN IS 2000 PSF THE � �;. � .v_ ; CONTRACTOR SHALL RETAIN A LICENSED SOILS ENGINEER TO INSPECT THE REINFORCEMENT � ' C - � r� FOUNDATION EXCAVATION SOILS ENGINEER SHALL VERIFY IN WRITING THE ACTUAL 1�� T� I �� / ��T ( �� SOILS CAPACITY IS EQUAL TO OR GREATER THAN ASSUMED A ALL REINFORCING SHALL BE HIGH-STRENGTH DEFORMED BARSCONFORMING TO ASTM � I "r"'"�,W ` ��'�_�L ,' ��1 A615,GRADE 60 J�I �( = - c � "� S�l'�L�: I / "1'll I 1 OII ��,��4��9w•�-e"9�,.,�y•`f/r , r� `°'"'�.�.<`w_.-,..��''„',�✓' AL HAD RAIL NEW GONGRETE WALL 3/4" GHAMFER ( MATGH EXISTING TERRAGE GURB) 8" � 6'-3" II'-q�� _6,� --- -- _- o LL� WALL WIDTH TO MATGH EXISTING ��_0�� (2) # 5 BARS GONTINUOUS Q (2) # 5 BARS GONTINUOUS o 0 o NEW METAL HAND RIAL PER 2003 IBG SEGTION IOOq � � � O �-. - ' #4 BAR AT EAGH NOSING o � BROOM FINISH AT ALL NEW GONGRETE SURFAGES � O � � — z #4 x 3'-O"� AT I'-O" OG I _ Q GONTINUOU5Y2' x 4" ASPHALT IMPREGNATED ' � z ti EXPAN510N MATERIAL ° #5 BARS AT 12" O G HORIZONTAL AND � � O � #4 BARS AT 12" O,G,VERTIGAL O Z r � 00 #4 BAR W/ I'-O"" LEG AT 12" O G Z � � O # 5 BARS AT I'-6" O G — ° � O � z Q , # 5 BARS AT 12" O G VERTIGAL o � o U � � a iii=��=iii=i�i=��i=i�_ 1=1 I 1=1 I 1=1 I I-1�1=1 I I-I I�_ r- .- �-- ` - � -I I 1=1 I I-1 I I-1 I I-�f=1 I L-I I I-_ o � � � �� 1=111=111=111=111-111=111-111-� _ � 'a - � �jc�, � �.� _ _�, � O =1 I 1=1 I 1=1 I I-I I I-1 I I-1 I 1=1 I 1=1 I 1=i � �" �,��,�; 1-i I i-i I I-I I I-i i I-I i i_I I i_i I I-I i i-1 i�_ o o O _ 'Y'�_} _ n�"R, �'�-"�`�- � #5 BAR W/ 6" LEG AT 12" O G W � 0 J i i i�t i-i n-i i i_i i i_i i i_i i i_i i i=i i i_i i i- � � 1-I I I_��I I 1=1 I I 1��=1 I i- I - � � �_�!i=i!i=i!i-i!i=i i�-i i�=i i�-i i i=i!i=i i i=� I-i I 1=1 I 1=1 I 1=1 I 1=1 I I-I I 1=1 I 1=1 I 1=1 iTi-i i I-i I i-ITi-i I i=i i i=l I i=i I i-I I I-I I I-ITI-_ o OWENR SHALL MAINTIAN NEW EXIT STAIRES TO BE �REE I I 1=1 I 1=1 I 1=1 I 1=I I 1=1 I 1=1 I 1=1 I 1=1 I 1= O � � U 0 1=111=111=111=111=111=111-III-111-III-111=111-I i o i�i-i i i=i i i=��'=i�i=�i i-i�i-i!�-i i i=i i i-i i i-i i i-��- (=1 I 1=1 I I-1 I 1=- I I-1 I 1=1 I I-1 I I-1 I 1=1 �� 0 EXISTING GRADE �=iTI=ITi=iii-lii-ili-ili-ill-ill-iTl-iII-ITI-iTi=ili=_ OF IGE AND SNOW PER 2003 IBG FOR GONTINOUS _i-i__ - -��i- �_ -i_ # 5 BARS DOWEL AND EPDXY MIN 6 INTO EXISTING I =111=111=111-111-111=111=111=111-111=111-III-111=111-111-i, o �� Q J X� GRADE I-III=III=III=III=III=III=III=III=III=III=III=fII=III-III-Ii�_ o UNINTERRUPPED EXIT TRAVEL GONGRETE WALL AT 12 OG � -�- �-�- _ � _ -I I 1-1 I 1=1 I 1=1 I 1=1I 1=111=1 I 1=1 I 1=1 I I-I I I-I I 1=1I 1=1 I 1=1 I I-I I i_ -7 � �=1 1 1=I I 1-I I I=� -i- ;_ I- -I I I-1 1 I-1 1 1=I I I-I I I-I I I-I I I=I 1 1=I 1 1=1 1 1-I I I-I I I-_ #5 A T I'-OL� ��_��_��_��- b =��—��_��_��,-=��-_��—��—��—��—��_��—��_��_��_��—_ � z Q Q -�ii-iii-iii-i i=iii=iii=iii-iii=iii-ii�=ii_t�iii=ii-iii-iii=iii=iii=iii=iii_��_ o � �� Ti-I I i-I I i_ -iTi-1 I i-i I i-ITi=i I I-i i i=l I I_I I i=i i i-i I I=i�-=I I�=!i-I I I-i I i=iTi=l i i-i t _ #4 AT I-O # 5 BARS AT I-6 O G HORIZONTAL � W � �I I-1 I I-I 1=1 I I=I I 1=1 f 1=1 I I=1 I 1=1 I I-1 I I-I I I-I I I-I I I-I I I-I I I-I I 1=itl=�'=i i�=I I I-I i 1=1 I�__ — �I I-1 I I I I 1=1 I I-1 I I-I I 1=1 I I-I I 1=1 I 1=1I 1=1 I 1=1 I 1=1 I i=1 I 1=1 I I-I I I-I I 1=1 I I�I I--!�L 1=�1 I 1=�_ w � ��TI� ( IIIIIIIIIIIIIIIIIIIIIITIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIItIIIIIIIIIIIIIIIIITIIIIIIIIIIIIIIIIIIIIIIIIIIT_I��III-111�� o ° � # 5 BARS f�T 12" OG YERTIGAL � 1=1 I 1=1 I 1=1 f 1=1 I 1=1 I I-1 I I-I I 1=t I 1=1 I i-I I I-I I I-I I I-I I 1=1 I I-I I I-1 I I-1 I 1=1 I I-I�1=1 I I-I I�-1 I i- � -I I I-I I I-I I 1=1I 1=I I 1=1I 1=1 I 1=1 I 1=1 I 1=1 I L-I I 1=1 I 1=1 I I-1 I 1=1 I 1=�I 1=1 I I-1 I I-1 I 1=��I-I I 1=1 I 1=1 I 1=� o � O � � W _ b 1=1 I 1=1 I 1=1 I 1=1I I-1I 1=1I 1=1 I 1=1 I I-1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1I 1=1I 1=1 I 1=�� - _ I � I I 1=1 I 1=1 I I-1 I 1=1 I 1=1 I 1=1I I-I I I-1 I 1=1 I 1=1 I 1=1 I 1=1I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I I-1 I I-I I 1=1 I 1=1 I 1=1 I 1=1 I 1=I i�- �o �_�I I=�I I=I I�_�I�_�I�-�Ti=l i I=�I I=I I�-�I I-�I I-�TI-ITI=�Ti-�I�_�I t=�I�_��_�I�_�I I=�I�_�I I-ITI=�I I-I I r �i,`� 3�4�� GHAMFER (MATGH EX ISTI NG TERRAGE GURB) �n Q � -111=111-III-111=111=111=111=111=111-III-III-IT_I_I11=111-111=111=111-IT_I-111=111=111=1T-111=111=111=111-_ , o v � J �t 1=1 I 1=1 I 1=1 I f=1 I 1=1 I 1=1 I 1=1I 1=1 I 1=1 I I-I I I-I I I-I I I-I t I-I I 1=1I 1=1I 1=1 I i-I I I-1 I 1=1I 1=1 I I-I I 1=1 I 1=1 I 1=1 I 1=1 I I-i o y� �� J � 0 I -i I I=iTl=l I i-iTi=iTi=iTl=i I i-ITi=i I i-i I I-i I I-i I I=I I I-I I I-I I i_i I i=l I i=iTl=i i i-i I i=i i i=i i i=i I i=i i i=i I i=lTl-i I I-�� NEW MEATL HAND RAI L PER 2003 IBG SEGTION Q — � i=iTi=Ti=iTi=Ti=iT=Ti=tTi-i i i=iT=iTi-i i i-Ti--i i i=i i i=i i i=i i i=Ti-iTi-i i i-iTi-Ti-iTi=iTi-iTi=iTi=i i riT-i i � > GONTINUOUS KEY WAY =I I i=i I I-I I I=i I I-I I i-iTi-ITi=i I i=i I i-i I I=I I i=l I i-i I I=i I I-ITI-I f�-I I i-I i I=iTI-i i i-i I i-t t i=lTi-i i i=t i i;i I I-I I i-I I i-i i-_ o o IOOq � I 1=1 I 1=1 I 1=�=1 I 1=1 I 1=1 I I-1 I I-I I 1=1 I 1=1I 1=1TI=1I I-I I I-I I 1=1 I I-I I I-I I I-I I 1=1 I I-1 I 1=1I I-1I I-1 I I-1 I I-I I�=1 I I-I I I-I I I-I i I- � � ,qb I I I-I I I-I_I 1=1 I 1=1 I 1=TI=1 I 1=1I 1=1 I 1=1I 1=1 I 1=1 I 1=1 I I-I I 1=1 I�-I I 1=1 I 1=1 I 1=1TI-I I I-1I 1=1 I 1=1 I 1=1 I I-1 I 1=1I 1=1 I 1=1 I 1=11=1I 1=i- � r o P r i-i i i-i i i-i i�-i i�=i i i=i i i=i i i=i i i=i i i-iii-iii_i i i=i i i-i i i=i i i=i i i=i i i=i i i=i i i=i i i=iii=i i i-i i i=i i i-iii=i i i=i i i=i i i=i i i_i i i-i�_ o � J � Q .� _ -i i i-i i i-iTi=ili=iT_I-Ti=iT_I=iTi=ili=iTi-i i i-iTi=i i i-iTi=i i i=iTi-i i�=iTi=ii=i i i=i i i-i i i- o _ _ _ O � � �" �� i-i I i=iTi=ITi-I I I-i I i-i I I-I I I=I I I-I I i-i i i-iTl=l I I-i i I-iTi-i I i-i i I=i I i=iTi=lTi-I I i-i i i=i i i=� � EXISTING STONE WALL BEYOND _ Q �f—fi—1 I I-I I 1=1 I I-I I 1=1 I I-I I I-I I 1=1 t 1=�I I-I I I-I I 1=�I I-I I I-I I 1=1 I I-I I I-t I i-I I 1=11=1 I I-I I 1=1 I I-I I I-i� �� , � i=i I i=iTi=ITI=ITI=i I I-I i i-I i i-I i I=i I I=I t I-I I i_ITI=I I I=i I I=iT�-i I i=i I i-iTi-I I i=ITI-iTi=i i i=lTi-i��_ a o I I \ � # 5 8AR5 DOWEL x I'-O" AND EPDXY MIN 6" I NTO - � o o -TI-1 I 1=1 I I-I I I-I I I-1I I-I I I-I_I I-1_I I-I I i=1I I-I I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I I-1 I 1=1I-I I 1=1 I 1=1 I I-1 I 1=1 I I-I I- _ \ � - i I-i 1=1 I I-1 I 1=1 I I-I I 1=1I I=I I I-I I I-I I I-I I I-I_I I-I I 1=I I I-I_I I-I I I-I I I=1I 1=1 I I-1 I I-1 I I-I I 1=1 I I=I I 1=I I 1=1 I I-1 I I-_ TYP 4 �� ;, -��- - =�TI=i I i-i I I=i i i=i I I-I i i=l t I=ITI=i i i-I I i-1 i I=I I I-�I i-I f i-i I i-1 I i=l I I=I I i-i I-iTI-iTI=iT1=iTi=lTi=i i t=i i i-� o � #4 x 2'-O"� I'-4" AT I'-O" O G EXISTI NG GONGRETE WALL AT 12 O G �;,I I�;�' �, 1-111=III=ITI-111=111-III-111=1I1-II�-�II-III-111=111-111=111=1TI-111=111-111=111=111=111=111=111-III-III-I � o - I I I-I I 1=1I 1=1 I 1=1 I 1=i I 1=1 I 1=1 I I-I I I-1 I�=1 I 1=1I 1=1 I 1=1 I I-1 I 1=1 I 1=1 I 1=1 I 1=1 I-1 I I-1 I I-1 I�=1 I�=1 I 1=1 I 1=1 I1=1 I 1=1 I I- I-1 I I-1 I I-1 I I-1 I I-1 I 1=i I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1_I I-1I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-I I I-1 I 1=1 I 1=1 I I-1 I1=1 I I- � T F = , „ I11=III=III=III=III=� 3-O I-O �-i i i=i I i=lTi=i i I=ITI=�� o �+ � EXISTING BRIGK PAVERS GREATE FLUSH EDGE -! 2'-O" -�—,�- I i I=ITI=I I I=�I I=��_�I�-��i_ �-III=I11-III-III=III=III-III- o WHERE D15TURBED I=1I I-I I(=�' EXISTING 12" WIDE GONGRETE WALL I I1=1I I-I I I-I I1=1I I-I I1=1I I_I I1=� o — _ �i- -i i i=i i i=iTi=iTi=iTi=i i i=i i i=�i i=� �C COPYRIGHT -�i�-� _ i i i=i i i-i i i-i i i-i i i-i i i-i i i_i i�-i i i-��_ I-1 I 1=1' �i-i i;'i� o �,=i i i-i i i-i i i-i i�-t i i-i i i-i i�-i i i-i i i-i i i-_ ° GONTI NUOUS Y2" x 4" ASPHALT IMPREGNATED , Victor Mark - iTi=i i i=i i i-li-iT-Ti-Ti-i i i=iTi-i i i-Ti-_ I -1 I 1=1 ' Donaldson - �-i�i-i i i_i i i-t i i_i i i-i i i_i i i_i i i=�i i_i i i=i i i-,, EXPANSI ON MATERIAL �=i� GONTINUOUS KEY WAY Architects 'I i 1=1 I�=TI=1 I I-I I I-I I I-I I I-1 I I-ITI-I I 1=1 I I-1 I 1=1�� -iTi=i i i=i i i-i i i-i_Ti=iT=i i i=iTi=i i i-Ti=i i i=li-i i�_ �i i i-i i i=— — I� All Rights i i i=i i i-iTi=iTi-i i i-iTi-Ti-i i i-Ti-i i i-i i i-iTi-i i i-i i i-_ ii-ili-T �- Rese rved T O P � �=1I I-I I I=I I I=I I I-I 11=I I I-1I1=11I-I I I-I I I=I I I-I I I-I I I-I I I-�� I I I-I I I # 5 $AR5 GONTINUOS I I I-1 I i=T-1 I I_=i I 1=1 I I-1 I 1=1 I 1-1�1=1 I 1=I 1=1'1=1 I 1-I�(=jl f-1 i I 1,=1 I i- � � 3�_�� — I � EXISTING FOUNDATION AND FOUNDATION WALL BEYOND z � , _ FOR EXISTING STONE WALL I � -i� - =III��ill�� O O <t 3'-4" S'-O" 7'-2" o (3) # 5 BARS GONTINUOUS _ _ � — o � � 1 � 09102108 , � � , ; --1 — _ '__ - 0 0 - �� ,�� - �-- _��- m o 1 : 1 0810 -I I I=1 I� —I I 1=t �- � _��_ -,„�,�,�- �i i ii i i_ �i=i i=�� #5 AT I�-o�� x m ATI N PLAN ��_��-�' ��-��' _ 2_� �'- �� ALT LEGS 5 F O U N D O SECTION AND GENERAL NOTES _ _ _ �T� I � ��T i �1� �� T I �� 1��T I ��l �� 1�� T� I � ��T I ��l 1 �� _ � �� SGALE: 3/4" = I'-O" � � I . O �� SGALE: I/2 - I -O .1 SPRINKLER LEGEND �� SYMBOL MANUFACTURE MODEL TYPE FINISH ORIFICE THREAD KFACTO TEMP ESCUTCHEON � QQ Per Specs Per Specs Pendent Chrome 1/2" 1/2" 5.6 155' Chr 2-Pc � Per Specs Per Specs Pendent TBD 7/16" 1/2° 4.2 160' Recess z 0 ' Q Per Specs Per Specs Upright Bronze 1/2" 1/2° 5.6 200' None a - � Per Specs Per Specs Horiz SW White 7/16" 1/2" 4.2 160' Recess � • � Per Specs Per Specs Dry HSW Chrome 1/2" 1" 5.6 200' Chr Std � w 0 - Q Per Specs Per Specs Horiz SW Bronze 1/2" 1/2" 5.6 286' None z 0 NOTE: SPRINKLER MANUFACTURER AND MODEL SHALL BE CHOSEN BY THE SPRINKLER CONTRACTOR, � COORDINATE SPRINKLER AND ESCUTSCEON FINISH WITH ARCHITECT AND INTERIORS. � w � FIRE PROTECTION NOTES: ^ 1. CONTRACTOR SHALL INSTALL FIRE PROTECTION SYSTEM / l, ' / U ' / E � / t, � ' / r ' / �7 % RE�PROlEC110N SYSTEM �N COMMON BUILD NCG AREAS!STING / / / / / 2. SPRINKLER LOCAl10NS AND PIPING ARE SCHEMATIC ONLY AND ARE INTENDED TO REPRESENT THE DESIGN INTENT. FIRE PROTECTION CONTRACTOR IS RESPONSIBLE FOR SPRINKLER� 'L SYSTEM DESIGN AND INSTALLAl10N. o 3. SPRINKLER SYSTEM SHALL BE DESIGNED PER NFPA 13. I I I I I 4. COORDINATE ALL PIPE RUNS WITH STRUCTURAL DRAWINGS. � REFLECTED CEILING PLANS AND INTERIORS. Z - - � �EGEND� o � � i I I I � i SYMBOL DEVICE DESCRIPTION I I EXISTING — — � FACP O rn ATH ROOM � I Fire Alarm Control Panel � p o 10 � � NEW LIV;NG I � ANN � � � � O1 SPACE I LCD Annunciator MODIFIED �2Cj I � � p EXISTING � BEDROOM I I � I I � � B P S Booster Power Su I �� '" BEDROOM MODIFIED PPy � � 105 IFIED B T 108 LIVING ROOM � I 1 �- R00 � 109 � � Manual Pull Station � O SB � ? � � � i OSB ? C� . O1 I I O? SB � I � � O Photoelectric Smoke Detector I I I � � O Photoelectric Smoke Detector � i � gg with Sounder Base �� ? - �— - - - - - ,- 5. 5, -�— . �SB � I � RT D Duct Detector w/Test Switch � I I I � � � �� Horn/Strobe, wall mount L� c , � MOI�IFIED � � DINING ROCM � � 119 EXISTING OPEN � Strobe (candela specified) � � I I � TERRACE � ap O � NEW �21 FIRE ALARM NOTES: � o . � , Q EXISTING ITTING AR A ' � EXISTING ? SB � W I C 1. FIRE ALARM SYSTEM SHALL BE DESIGNED IN ACCORDANCE M � 110 WITH NFPA 72. � O O - BEDROOM 103 � ' 104 I � I I � I 2. FIRE ALARM CONTRACTOR SHALL COORDINATE ALL DEVICES � V � � LOCATIONS WITH OTHER TRADES AND CONTRACT DRAWINGS. p O 3. EXISTING FIRE ALARM PANEL IS A NOTIFIER BRAND. ALL m U � - O�o NEW EQUIPMENT AND WIRING SHALL BE COMPATIBLE WITH p � ° ° EXISTING SYSTEM. 0- �- � � O 4. CONTRACTOR SHALL VERIFY BATTERY CALCULATIONS AND / VOLTAGE DROP CALCULATIONS ARE COMPLIANT WITH NEW 1 5 I — — — — — — — —�— — — — — — — I � DEVICES INCLUDED. �� EXISTING BAT ROOM o NEW 5. ENSURE ALL SMOKE DETECTORS ARE A MINIMUM OF 3' 102 � < KITCHEN � � FROM DIFFUSERS. � 111 MODIFIED 6. ALL NEW DEVICES MUST BE COMPATIBLE WITH EXISTING FIRE , � BEDROOM ALARM CONTROL PANEL, TO REMAIN. ' I I EXISTING I � 115 � BEDROOM � z O ENTRY ��g — U ? ' O 101 PO D RE ROOM SB � w .J - - _ , 0 �n � 114 � M DIFIED BATH V — � , O ROOM Q Q � � � 113 � � � � '4�� - - - - - - - - - - ° - ' - � s6 FLAG NOTES: � o �i � ' �j BATHROOM IS UNDER 55 SQUARE FEET. J � 0- � NEW '�M ENTRY N 'N � EXISTING SPRINKLER COVERAGE NOT REQUIRED. � � � ' I I � 100 LAUNDRY ROOM � I HALL O � I � � 11? 116 SB � � z L�.J r � Q � �-�— Q = O z � � EXISTING EXISTING BATH � G Q = I I I � � WIC � � ROOM � w � W � 119 117 O � �„�,� � � o W / � m O � � z w zo 0 0 UNIT FLOORPLAN SCALE 1/4"=1'-0" � � � � v, Q w � W Q � � � W O W ^ Q � � Z _ � W w V E a� W � � w xx ,� (/� � LL � 0 IC,� 0�0. •� e%ja.sFQ , SHEET DESCRIPTION `' ;m �; UNIT FLOOR PLAN ; •W �• :O '��• DATE/ISSUE 8/26/08 COORD _ ' �,2��, SHEET# t F P-01 � ` t - II V � . . . PROYIDE FLUSH TRAN5ITION � • � � ON Q�� FROM EXISTIKG TERRAGE TO NEW � � � � I �2 Z � STAIR LANDING ( � ` NEW WALL TO MATGH ALL 1 I NEW 32"x 42" HIGH WIDE GATE TO MATGH METAL EXISTING MATERIALS (TYP) ' A2 I A2.2 � GONTRAGTOR TO VERIFY GEILING EW E R I ENGY GO GRBETE EGR 59A5TAIRS HEIGHTS AW7 FINI5HE5 TO MATGH EXISTING LIyING ROOM AT TFf15 AREA OWNERS TD PROVIDE MAINTAIN AND TO K��P THEM � I I I I (3) NEW WINDOWS - MATGH UNOBSTRUGTED TO PROVIDE AGGESS TO PUBLIG EXISTING FRAME AND GOLOR I 3'_8' �Y AhID 5HALL GOMPLY W/ 2003 IBG SEGTIONS 1022 AND 1023 SHADED AREAS INDIGATES AREA OF NEW Ib R DN AT 7.5" AND ADDITIONS (TYP) 15 TR AT II" EAGH I^U I" NOSING (YERIFY) O O OO NEW GONGRETE WALL RE ELEVATIONS AND � _ _ _ _ _ _ _ _ _ _ _ STRUGTURAL DRAWIN6S . , II I , , , I - ------- i��—� —�— . �. EXISTING � ATH ROD ' � ' , , , � ' ' ' m3 � , � � , 10 A2 2 1 ,N�W LIVING ', � � � f'� � � APPROXIMATE LOGATION OF EXI9TING TREE TO � I � , SPAG� , � ,r. �� REMAIN A R C H I T E C T S o I BE RIOOUM EXIS�IKG FIREPLAGE � I � � 12( � B � � ► r '� � � �X15TING TO FiEMAIK � � O r � � - � EXISTING LANDSGAPED AREA 0 0 4 8 E BEAVER CREEK BLVD B�DROOM MODI�IED , EX#T 7RA'1/�L �'A'fH , � i � 108 L I V ING ROOM � TD �X7ER10�2 �� IlILDING, �` � C � 105 IFIE � O Ro ��q � .. ,�. ,.. .. ,rr ,rr rr +'"' �EXISTING GOKGRETE PAVERS AT � � � � NEW SLIDING GLA55 DOOR TO BE �- S U I T E 2 0 7 7 .�- �' �� ' , � � REMOYED A5 REQUIRED PAVER A�� RELOGATED EXISTING DOORS �`�' P , ' � ' ,� ' ' � ' SAND TO BE ADDED TO GOMPLY /' B O X � � O O � I A5 RE5PON51BLE INSTALL NEW I � , , � �; � ' ' � WITH 2O03 IBG 5EGTION 10016 TO MATGH WHERE PIEEDED NOTE ALL NEW INTERIOR AND �� , , , �' ' POR MAX .l5" THRESHOLD � 2 �/// �l// O '$�3, XTER ATERIALS AND � � � � ', � ' �� EXISTING PAYERS TO BE � ��_2�� ,b,2,1 ,�% l' ' A U 0 N C 0 816 2 0 15 5 AR TO MATGH � � � � � � REINSTALLED ,/ �--�� o ��____ _�_ ______�__ ____ ___.___�_________ _ �. � , — — — O � EXI IKG. VERI W/OWNER — — -�, — — — — �.� /' �/J `�� NEW M AL 5TU 6" O G � �--�� %� 9 l 0 , 9 4 9 � � � O O / �� W/5/8' T " GWB A 5T0 � NEW WALL TO MATGH ALL �� '' ��''� � � 108 / � �� HOODER��A�GHED HEAD �ND � EXISTING MATERIALS (TYP) I � �/ / m �%' �%� EXI5TIN6 BRIGK PAVER WALK WAY � u m d a@ v m d a� C� I I I D \ - i '� '/ a � �:� '` � � --�' FAX 949 . 5205 O /��S � MODIFIED �--` 96, DINING ROOM / � 120 EXISTING OPEN !' 0 EXISTII�G STEEL GOLUMN TO '9�� 3,�, / I � I � I REMAIN GONTRAGTOR TO WRAP TEizRAG� I ; APPROXIMAT� LOGATION OF EXISTIN6 STONE , O �� ,,D� �P,I, � \�� REeRATIKGIX" GWB TO MAINTAIN 122 ,, , RETAINING WALL BELOW ,�� ,1��T 4 OEXISTING '�i F� � � � �M APPROXIMAT� LOGATION OF EXISTIN6 TREE TO �_� V��a� � C�,,;,� � �X15TING w � G \'O ,: � � o� „� O REMAIN. �,, F,, ` BEDROOM 103 ,y� o o � EXISTING TUB DRAIN PLOOR � ,�;- ,� 104 O � PENETRATIONS TO BE �ILLED FLOOR PENETRATION5 FOR THE SHOVJ�R WASTE LINE �� iV {� b` I , � I O° �� I I WITH GONGRETE, FULL DEPTH OF � TO BE SEALED W/ FIRE GAULK TO MAINTAIN THE i' ��`� , f"• �� ° � FLOOR SEGTION AND FIRE "` � OEXISTING FLOOR / GEILING ASSEMBLY �IRE RATING t . �0 ` � � �� ,9�� S" GAULKED IF FURTHER NEEDED TO RE 5Y5TEM NO F-A-1046 GAST IRON WASTE LINES � \�{l Q � ,1, MAINTAIN EXI5TIN6 FLOOR / ARE REQUIRED �� A�G�' �O cp� GEILING A55EMBLY FIRE RATINGS � 't'�,PS SYSTEM NO. F-A-1046 (TYP) � � — — — — — — — — — — — — � I �X15TING BA H � � FLOOR P�NETRATIONS FOR THE EXISTIHG WASNER ROO o � � _ WASTE LINE TO BE SEALED W/ FIRE GAULK TO 02 O \ � r�� 0 = MAINTAIN THE EXISTING FLOOR /GEILING A55EMBLY MODI�I�D W FIRE RATING RE. SYSTEM HO F-A-1046 GAST IRO SEPARATE GONDOMINIUM UNIT T�IIS AR�A WASTE LINES ARE REG2UIRED ,� \ O �3EDROOM �XISTING NOT IN GONTFZAGT � I I O EXISTINC� I ;x II� I B�DROOM � _ � t �NTRY � �, O S�PARAT� GO1�IDOMINIUM UNIT THIS AREA !'�, 118 � Z r NOT IN GONTRAGT I 101 ° PO � R M I'-8" 4° �t� Q GURRENT EXIT REQUIREMENT5 � O ` O 114 M DI�IED BAT+� � j — Z ROOM O I DISTANGE $ETWEEN EXIT DOOR MUST BE I � a I 13 I TH�E D15TANGE OF�HE GREATEST I/2 Z � � I� — � � _ _ _ _ _ _ _ _ _ _ ° _ 113 _ DIAGONAL LENGTH DIAGONAL LENGTH 0 � = qb'-10 3/4". D15TANGE BETWEEN � � � � µ'� ��'°�-' - � - �� •y � DDORS MUST BE AT LEAST 48'-5 3/8" Q r' NOTE� N�� O DISTANGE BETWEEN EXIT DOOR = 51'-8" 0 � � TH15 MEETS AKD EXGEEDS 2003 IBG I PROVIDE EXHAUST VENTILATION FOR NEW DRYER �r ��yTR � w 112 �X15TINC� Z � O PER 2003 MEGHANIGAL GODE EXTERIOR M a��f GOED REQUIREMENTS ��d LAUND Y ROOM HALL Q � Z 0 � PENETRATION W/ VENT GAP TO MATGH EXISTIN6 I � � �� `�, I I +� � � 2 PROPOSED EXIT DISGHARGES SHALL � BUILDING GOLOR � � � , �.,�kf I12 I16 O , PROVIDE A DIREGT AND UNOBSTRUGTED U � , � , 2 ALL NEW FLOOR / GEILING A55EMBLY '°'�"� � PENETRATIONS AT POWDER ROOM 114 AND LAUNDRY � �� „ , - - � AGGESS TO A PUBLIG WAY W � �/ O ROOM 112 SHALL BE FIRE GAULKED TO MAINTAIN ON ELE TOR � � � - - - _ _ _ � 0 O EXISTING PIRE RATIN65 RE SYSTEM NO F-A-1046 (TYP) '� I I � ' I I I �X�ST�C � �XISROOM ATH � O � U - � a �-- O ��,� iia ii, z p J E X IT T R A V E L R E L O G A T E D E X I S T I N G z � W � PATH GLOSET DOOR AT NEW - - - o TO BUILDING POWDER RODM � � � � � M � — � EXIT GORRIDOR NEW BASE AND UPPER D �Wn � NEW 5Y2' METAL STUDS AT I6" O.G, W/ %a" TYPE "X" GABINETRY ��,�, C � ZOOB v � W GYPSUM BOARD BOTH 51DE5 (I HR FIRE RATED � WALL) UL � U408 W/ EXISTING RELOGATED ENTRY � GOMMON EXIT GORRIDOR 0 DOOR VERIFY THRESHOLD, FRAME ETG GONFORMS (PATGH ALL GEILINGS AND WALLS TO MATGH J � � TO 2003 IBG REQUIR�MENTS NEW STAGKED EXISTING AS REQUIRED FOR THIS WORK) TOWN OF �/�I►- \ WASHER / DRYER � NEW FRAMED VyALL SEGTION MATGH EXISTING UNIT W/VENT H � G SUPPLY J MATERIALS AND GOLORS (TYP) (UL#U408) DRAIN AND VENTILATION PER MEGHANIGAL FIREPLAGE AND EXHAUST FAN NOTES 2003 IBG PER 2003 IBG SEGTION �I6 6 I Q FLOOR PENETRATIOKS POR THE WASHER WASTE LINE THROUGH PENETRATICNS IH OGGUPANGIE5 OTHER THAN GROUP5 I-2 AND I-3 A DUGT AND AIR TRANSFER OPENING SYSTEM T��n �f VaII > TO BE SEALED W/ �IRE GAULK TO MAIKTAIN THE GONSTRUGTED OF AF'ROVED MATERIALS IN AGGORDANGE WITH THE 2003 "INTERNATIONAL MEGHANIGAL GODE" THAT �� ..�� EXISTING FLOOR / GEILIHG ASSEMBLY FIRE RATIN6 PENETRATES A FIRE RESISTANGE - RATED �LOOR / GEILING ASSEMBLY THAT GONNEGTS NOT MORE THAK TWD STORIES � RE 5Y5TEM NO. F-A-IO�fb GAST IRON WASTE LINES 15 PERMITTED WITHOU" SHAFT ENGL05URE PROTEGTION PROYIDED A FIR� DAMPER 15 INSTALLED AT THE FLOOR LINE ARE REQUIRED AL50 REFER TO PLA�1 PIOTE FOR SATH ROOM EXHAUST FANS WALL TYPE LEC�END• �cv cto��u a� KEw 3/4" EXTERIOR GRADE PLYWOOD SHEATHING NOTE MAINTAIN EXISTING I HR FIRE PROT�GTIOK AT Donaldson AI WALL, BETWEEN THE GOMMON GORRIDORS AVD Architects �r W/ "TYVEX" BUILDING WRAP 0 EXISTING GONSTRUGTION TO REMAIN All Rights • LIVING AR�AS (TYP) Reserved KEW STUGGO FINISH TO MATGH EXISTING NEW CANSTRUGTION-FULL HEIGHT WALL NEW 5 I/2" META.. STUDS AT I6" O G (TYP) NEW 3 5/8" METAL 5TUD5 AT I b" O G (TYP) � R-Iq UNFAGED BATT INSULATION, R-Iq UNFAGED B�TT INSULATION (TYP) r -I EXISTING GONSTRUGTION TO BE REMOYED , NEW 5/8" TYPE "X" GYPSUM SOARD TO MATGH NEW 5 Y"" METAL STUDS AT Ib" O G (TYP) UL # U408 L J EXISTING NOTE GONTRAGTOR SHALL MATGH EXISTING WALL ' � l��`�1��,��,��/�� /�;��/�,�� %��l �� ,1 �\� � ;1, � � �I1 �� ; � /� i , , ADHERENGE�O GODE GOMPLIANGE�OR STRIGT ' � � � 1 � 09102108 � INTERIOR FIKISHES TO ` 5/8" TYPE "X" GYPSUM BOARD BJTH 51DE5 (TYP) � � MATGH EXISTING (TYP) ,� I� I - I �� FIBER TAPE EMBEDD�D IN GOMPOUND AT FIBER TAPE EMBEDDED IN GOMPOUND AT FIBER TAPE EMBEDDED IN GOMP�UND AT I�� \� 1 . 1 0810 � ALL .101NTS AN� EXP05ED SGREW HEADS ALL JOINTS AND EXPOSED SGREW HEADS ALL JOINTS AND EXPOSED SGREN HEADS � ( SGALE• I / 4" = I' - O" � T�� I �i�� T'1�� I �i�� NEW FLOOR I 1�fi�� I O� 1�� fi'�� Xfi�� I O� 1�� fi�'�� I �� fi� � PLAN �1� �� 1��1�1� �U J� U�O�) � SGALE• I" = I' - O" �� SGALE: I" = I' - O" � �ALE: I" = I' - O" � A1 . 1