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CONTINUOUS FAX FACSIMILE MATL MATERIAL RM ROOM W/D WASHER/DRYER � f-� r� h � � t� TESTING AND MATERIALS CK TP COOK TOP FCU FAN COIL UNIT MAX MAXIMUM RO ROUGH OPENING W/ WITH ARCH ARCHITECT COORD COORDINATE FSTNR FASTENER MECH MECHANICAL RS ROUGH SAWN W/O WITH OUT A/E ARCHITECT/ENGINEER CU COPPER FT FEET/FOOT ME MECHANICAL ENGINEER RB RUBBER BASE WD WOOD AD AREA DRAIN FC FIBER CEMENT MECH RM MECHANICAL ROOM WBL WOOD BLOCKING AV AUDIO VISUAL DAT DATUM FIN FINISH MEMB MEMBRANE SLNT SEALANT WI WROUGHT IRON ADC AUTOMATIC DOOR CLOSER D DEEP/DEPTH FF FINISH FACE MTL METAL SHTHG SHEATHING WRB WEATHER RESISTANT BARRIER DBL DOUBLE FIN FLR FINISH FLOOR MW MICROWAVE SHT SHEET BKG BACKING DEMO DEMOLITION FIN GR FINISH GRADE MIN MINIMUM SM SHEET METAL 2301 BLAKE ST , STE #100 BALC BALCONY DIAG DIAGONAL FEC FIRE EXTINGUISHER CABINET MOD MODULAR SHV SHELVING DENVER, COLORADO 80205 BRG BEARING DIA DIAMETER FPL FIRE PLACE MT MOUNT SHR SHOWER 303 861 8555 F 303 861 3027 BLW BELOW DIM DIMENSION FIXT FIXTURE MTD MOUNTED SIM SIMILAR BFF BELOW FINISH FLOOR DIR DIRECTION FLASH FLASHING MTG MEETING SS STAINLESS STEEL 0225 MAIN STREET UNIT C101 BRD BOARD DW DISHWASHER FLEX FLEXIBLE MULL MULLION STD STANDARD EDWARDS , COLORADO 81632 BLR BOILER DSPL DISPOSAL FLR FLOOR STR STAIR 970 926 8960 F 970 926 8961 BC BOOKCASE DIST DISTANCE FD FLOOR DRAIN NOM NOMINAL SF SQUARE FOOT BOT BOTTOM DIV DIVIDE FLMT FLUSH MOUNT NIC NOT IN CONTRACT BOS BOTTOM OF STEEL DR DOOR FTG FOOTING N NORTH TEL TELEPHONE BRCG BRACING DR CL DOOR CLOSER FDTN FOUNDATION NTS NOT TO SCALE N TELEVISION BRKT BRACKET DRFR DOOR FRAME FRZ FREEZER NO NUMBER TG TEMPERED GLASS BRZ BRONZE DS DOWNSPOUT TEMP TEMPORARY BLT IN BUILT-IN GA GAUGE OC ON CENTER TSTAT THERMOSTAT BO BY OWNER EA EACH GALV GALVANIZED OD OUTSIDE DIAMETER THK THICKNESS ELAST ELASTOMERIC GC GENERAL CONTRACTOR OPNG OPENING TBD TO BE DETERMINED CAB CABINET ELEC ELECTRIC GLZ GLAZING OPP OPPOSITE T&G TONGUE AND GROOVE CAN CABLE TELEVISION ELEC DR OP ELECTRIC DOOR OPENER GRAN GRANITE T&B TOP AND BOTTOM CLKJ CAULKED JOINT EL ELEVATION GROM GROMMET PT POINT TOB TOP OF BEAM CPT CARPET ELEV ELEVATOR GYP GYPSUM PNL PANEL TOC TOP OF CONCRETE SCWK CASEWORK ENCL ENCLOSURE GWS GYPSUM WALLBOARD PRKG PARKING TFF TOP OF FINISH FLOOR CLG CEILING ENGY ENERGY PERF PERFORATED TOF TOP OF FOOTING CLG HT CEILING HEIGHT ENGR ENGINEER HNDRL HANDRAIL PERIM PERIMETER TO FDN TOP OF FOUNDATION CTR CENTER EQ EQUAL HDW HARDWARE PLAM PLASTIC LAMINATE TOM TOP OF MASONRY CL CENTER LINE EQL SP EQUALLY SPACED HDR HEADER POLY POLYISO TOX TOP OF STEEL CMT CEMENT EQUIP EQUIPMENT HT HEIGHT LB POUNDS TOW TOP OF WALL CT CERAMIC TILE ETC ET CETERA/AND SO FORTH HM HOLLOW METAL PWR POWER T TREAD A R H IT E T CTB CERAMIC TILE BASE EPDM ETHYLENE PROPYLENE DIENE MONOMER HORIZ HORIZONTAL PREFAB PREFABRICATED TRTD TREATED CO CLEANOUT EXISTI EXISTING HB HOSE BIB PREFIN PREFINISHED T/S TUB/SHOWER I CLR CLEAR EXST GR EXISTING GRADE PRELIM PRELIMINARY TYP TYPICAL 1936 MONTAUK HIGHWAY � CLO CLOSET CR CLOSET ROD QTY QUANTITY BRIDGEHAMPTON, NY 11932 631 537 3555 F 631 537 0558 MATERIAL SYMBOLS GRAPHIC SYMBOLS GENERAL NOTES 210EdwardsVillageBlvd , SuiteD-207, POBoX878 Edwards, CO 81632 970 926 4151 DRAWING NUMBER DRAWING TITLE 1 DO NOT SCALE DRAWINGS IF CRITICAL DIMENSIONS DO NOT APPEAR ON THE DRAWINGS , NOTIFY ARCHITECT ISSUE/REVISION DATE NO 2 IF DISCREPANCIES OCCUR BETWEEN DRAWINGS OR BETWEEN THE DRAWINGS AND SPECIFICATIONS, NOTIFY THE PERMIT SET 21 NOV08 � �� FLOOR PLAN �LEVEL 1 ARCHITECT FOR RESOLUTION TOV PERMITSET 05MAR09 , , DRAWING TITLE 3 THE CONTRACTOR SHALL VISIT THE SITE AND BECOME COMPLETELY FAMILIAR WITH ALL EXIST!NG CONDITIONS IN THE BATT INSULATION � � �� PLYWOOD 1 /4" = 1 '-0" (2 / A4 08) AREAS OF CONSTRUCTION PRIOR TO STARTING WORK � ` DRAWING SCALE PARENT DRAWING 4 COORDINATE THE FOLLOWING WITH THE OWNER AND PROVIDE A SCHEDULE INDICATING PROJECT SEQUENCING, UTILITY SHUTDOWNS , SITE ACCESS , AND TEMPORARY UTILITIES � 5 THE CONTRACTOR SHALL KEEP PREMISES FREE FROM ACCUMULATION OF WASTE, MATERIALS , AND DEBRIS THROUGHOUT a a d � � ° ° ° 0 2' 4' 8' THE ENTIRE BUILDING AREA AND PROVIDE DUST AND MUD CONTROL . ° a a ° aa a ° a� CONCRETE RIGID INSULATION BAR SCALE 6 ALL DIMENSIONS ON THE ARCHITECTURAL DRAWINGS LOCATING STRUCTURAL MEMBERS ARE TO CENTERLINE a° a � � ° a 7 CONTRACTOR SHALL FIELD VERIFY ALL ROUGH OPENING DIMENSIONS I 8 ALL DIMENSIONS SHALL BE TO FACE OF STUD UNLESS NOTED OTHERWISE � DRAWING NUMBER � � � � 9 ALL PLAN DIMENSIONS LOCATING OPENINGS IN EXTERIOR WALLS AND INTERIOR PARTITIONING ( EXCEPT DOOR ASSEMBLIES � j j � // / _ _ A-�� SHEET NUMBER OTHERWIOE GYPSUM BOARD PARTITIONING, SEE NOTE NO 8 ABOVE) ARE TO EDGE OF ROUGH OPENING UNLESS NOTED CONCRETE MASONRY UNIT � / / / / STEEL � ��/�� /� I I DETAIL CALLOUT 10 PROVIDE 20 GAUGE METAL BACKING IN GYPSUM BOARD PARTITIONS FOR ANCHORING WALL-MOUNTED CASEWORK, I \ / I A_\� MILLWORK, GRAB BARS , HARDWARE , EQUIPMENT, DOOR STOPS , AND OTHER SIMILAR ITEMS C �L � — — 11 PROVIDE SEALANT AT ALL PLUMBING FIXTURES BETWEEN GYPSUM BOARD WALLS AND METAL FRAMING MEMBERS , �`� � BETWEEN GYPSUM BOARD AND HOLLOW METAL FRAMES, AND ALL MATERIALS WHICH DISPLAY DIFFERENTIAL MOVEMENT �' , �:'• / / � . _ _ _ _ i / / //� � DRAWING NUMBER PROVIDE FIRESTOPPING AROUND ALL PENETRATIONS THROUGH RATED ASSEMBLIES (FLOORS , WALLS, AND CEILINGS) SEE r � S�OTT P� 1GHr,�� EARTH STONE O 12 SPECIFICATIONS SECTION 07841 FOR FIRESTOPPING SCHEDULE, AND ARCHITECTURAL CORE AND SHELL DRAWINGS � �� ;�J��'I ��E �' / SECTION CALLOUT FIRE RATED ASSEMBLIES AND COMPONENTS SHOWN ON ARCHITECTURAL CORE AND SHELL SHEETS WILL TAKE �Z ` � �� •�Y t I I � A-0 0 0 S H E E T N U M B E R ��'' e,t� ; � y �� 13 PRECEDENCE OVER OTHER NOTES AND DETAILS SHOW IN THE CONSTRUCTION DOCUMENTS FOR FIRE RATED �� "'ti °y,� ,,.e�' ' ' r � `� � CONSTRUCTION ��, � � ,4�,'�µ C��f� . k � 'J�, � REFER TO SHEET AF4 01 -02 SHEETS FOR MASTER FINISH LEGEND � "� -� �� DRAWING NUMBER "�----W °` � p� ` �G� 14 - � 1 � �� GRANULAR FILL WOOD BLOCKING � 0 REMOVE PROTECTIONS AT COMPLETION OF WORK PROMPTLY REPAIR DAMAGES CAUSED TO ADJACENT SPACES BY C%��OC�N�O A-�0� A-000 BUILDING SECTION CALLOUT 15 DEMOLTION AND/OR CONSTRUCTION WORK AT NO COST TO THE CLIENT �� SHEET NUMBER THE CONTRACTOR SHALL MAINTAIN THE EXISTING STRUCTUAL AND FIREPROOFING INTEGRITY THROUGHOUT THE ENTIRE 16 PROJECT AREA . , _ THE OWNER SHALL BE CONTACTED IN REGARDS TO ANY SALVAGEABLE MATERIAL OR EQUIPMENT ANY SALVAGEABLE ` ' � DRAWING NUMBER 17 ITEMS NOT TO BE REUSED OR WANTED BY OWNER SHALL BECOME PROPERTY OF THE CONTRACTOR � � i GYPSUM BOARD CONTRACTOR TO SUBMIT SHOP DRAWINGS ON CASEWORK AND AlL INTERIOR FINISHES TO ARCHITECT FOR APPROVAL �/ . , . SHEET NUMBER � 4 18 PRIOR TO INSTALLATION , RE SPECIFICATIONS J 1 THE CONTRACTOR SHALL INVOLVE THE ARCHITECT IN THE PRE-CONSTRUCTION AND COORDINATION MEETING WITH SUB J 3 A-000 1 ELEVATION CALLOUTS 19 CONTRACTORS AND TRADESMEN THE CONTRACTOR SHALL RELY UPON THE ARCHITECT TO COMMUNICATE THE DESIGN W ^ / / A3 50 2 INTENTAND EXPECTED RESULTS \ � � / / � a � 2 ALL U L LISTED ASSEMBLIES SHALL BE CONSTRUCTED IN COMPLIANCE WITH THE MOST CURRENT EDITION OF � � W a ° �a � / PRECAST CONCRETE 20 UNDERWRITERS LABORATORIES FIRE RESISTIVE MANUALS z �/ � � �/ EXTERIOR INTERIOR WHERE FIRE EXTINGUISHERS CABINETS , ELECTRICAL PANELS, OR OTHER EQUIPMENT ARE RECESSED IN FIRE RATED � � 2 1 A S S E M B L I E S , M O D I F Y A S S E M B L Y T O P R O V I D E C O N T I N U O U S E N C L O S U R E F O R I N I N T E R R U P T E D F I R E R A T I N G � TO ISOLATE SOUND , ALL PIPING SHOULD BE RESLIENTLY ATTACHED TO STRUCTURE AT EVERY POINT OF CONTACT APPLY � � O O 22 TO BOTH PLASTIC AND IRON PIPE, RE PLUMBINr SPEC � O Q � ,�LEVEL 1 FIN FLR ELEVATION DATUM Q _ 100'-0" THE INFORMATION ON THIS SHEET IS A MASTER REFERENCE FOR ARCHITECTURAL FINISHES SOME OF THE SYMBOLS AND Q I-- 23 ABBREVIATIONS ARE NOT USED � � � N - � � O W ` ' ROOM NAME �- SALES � J � ROOM IDENTIFICATION O O O � ROOM NUMBER — 107 � � ' " (n cn U Q � � w � � 525 � �W �� Q u DOOR, WINDOW AND � STOREFRONT IDENTIFICATION � � � DOOR TAG WINDOW TAG STOREFRONT TAG TAGS � � r J � ' P2 WALL TAG V J M 1 EXTERIOR ELEVATION MATERIAL TAG METAL STUD DRAWING NOTE I , 2 11 /16" � DIMENSION ��rEw�� Y BREAK LINE �� O 4 ZUO� SAFE��l� Col�� 0 REVISION CLOUD GENERAL NOTES N PLOTfED 3/13/2009 1 58 40 PM CHK' D BY SB NORTH ARROW O COPYRIGHT 2008 BY DAVIS PARTNERSHIP P C , ARCHITECTS SHEET NUMBER � ■ . D P A PROJECT # 06232 45 � , , � ,-_ � i , � 36" MIN ��" 18" ' 6" MAX� , , TOILET NOTES � 1 FLUSH VALVE SHALL BE � PLACED ON OPEN SIDE OF ' ` 1 1 /2" 1 1 /2" N 32" CLR TO TOILET TYPICAL F►RE CLEAR WIDTH ANY AMOUNT o o LAVATORY MIN � , � � � WALL MIN 2 ALLOW 28" CLEAR TO A DIAPER w w � �<< ° CHANGING z ~ z ° _ ? � Z � � � r�G �'11 � tS ��jiN LOBBY STATION p O - � � N � 4 MAX SANITARY RECEPTACLE PROVIDE � � � N ° � NAPKIN o BLOCKING O � � Z c� DISPOSAL � AT EACH � � � z � � p �- GRAB BAR � � � o � __ � Z Z � = . � _ � w � � ~ _ � O g � m � � - io � � � � w �,, � � � � o � � � 2301 B LAKE ST , STE #100 � �) � � � � �/ iI � q J � r ci DENVER, COLORADO 80205 � 303 861 8555 F 303 861 3027 APPROXIMATELY 7" HIGH x 5" WIDE APPROXIMATELY 10" HIGH x 7" D � N' N SURFACE OR SEMI-RECESSED WIDE WITH XENON STROBE VISUAL � � 0225 MAIN STREET UNIT C101 MOUNTED MOUNTED 48" ABOVE SIGNAL MOUNTED AT 80" ABOVE EDWARDS , COLORADO 81632 FINISH FLOOR TO LEVER FINISHED FLOOR 18" MIN 32" MIN 970 926 8960 F 970 926 8961 60" MIN FIRE ALARM PULL 20 PROTRUDING OBJECTS 15 TOILET ACCESSORIES - 3 � o GRAB BAR DETAIL 5 GRAB BARS 25 NTS NTS NTS NTS NTS , LOBBY PANEL PROVIDES NOTE PROVIDE HANDRAIL EXTENSIONS INFORMATION FOR SECURITY AS REQUIRED AT WALL MOUNTED AND EMERGENCIES , LOCATIONS SEE PLANS AND SECTIONS 16" � HALL SIGNALS ❑ �� o � 24��M�N ° AR H ITE T � THERMOSTAT � �`Z BRAILLE � Z �' _ TACTILE AND � ,. �� MOUNT FLOOR SIGN AT BOTH � � 1936 MONTAUK HIGHWAY I 2 112" O MIRROR ~ �� ii TOIS AREA IN JAMBS n 6RID37 3 55 FT63N 37 558 I MIN � GFCI Z J � M ONLY a GFCI RECEPTACLE `� � _ � 0 210 Edwards Village Blvd , Swte D-207, PO Box 878 RECEPTACLE w � � / REMOVABLE SEAT �"' � Edwards , CO 81632 °° °° ° °° � � � �-� � HAND DRYER HOOK M � o�o o�c -� � c� � � �\� D � 0 � ¢ "' � � 2' SANITARY TOWEL � � 5� � � i.� (V (V � � 11��P� NAPKIN RING � � a � HALL CALL ISSUE/REVISION DATE NO � � � `fi � / G DISPOSAL TOILET � BUTTONS ` 00 ❑ Z � p w � � � � � PERMIT SET 21 NOV08 T w � ? HO D R � ~x � U ~ � Z ~ PARALLEL APPROACH 3p„ �F�� o TOV PERMIT SET 05MAR09 KITCHEN BATHROOM BASEMENT � p Q _ ¢ U � � Q � tij� ,�� HOISTWAY ACCESS BY KEY SWITCH RECEPTACLE LAUNDRY � � z v � � � � w � � � _ � � G - UTILITY ROOM ¢ � ° - ' � o � w c=i� � a w o 48° �.�� a � N � _ � z � Q� �.;� c� � �i O � � PERPENDICULAR APPROACH M/N �K X z M / - � � Q � � r — � � � � "' AUTOMATIC DOOR _ REMOVABLE SEAT, � REOPENING FULL WIDTH OF TUB SENSOR TYP .. r ELECTRICAL MOUNTING HEIGHT 19 WALL MOUNTED HANDRAIL 14 TOILET ACCESSORIES - 2 9 A . D . A . BATHTUB DETAILS 4 ELEVATOR LOBBY ' 24 NTS NTS NTS NTS NTS 1 '-0" EXTENSION 1 1 /2" DIA GUARDRAIL FIXED SHOWER HEAD HANDHELD SHOWER HEAD , HOSE TO BE 60" - (; ()� 4" SPHERE MUST NOT PASS MIN IN LENGTH �,�j EQUIPMENT CONTROLS THROUGH ANY POINT � FIRE NOTE � la,� W THIN THIS AREA � � MHOIS AREA ONLOLS IN �Q� �� i�� EXTINGUISHER FIRE EXTINGUISHER O O • 6 � CABINET HANDLE ,� 2'-0" MAX 2'-6" � � 1 1 /2" DIA GUARDRAIL � @ V MAXIMUM � �� 2'-0" MAX 2'-6" � � PAPER SANITARY NAPKIN DISPENSER HEIGHT TO BE � ��C��; � � `�-� � LL. ' 11 /2" TOWEL ° �` COORDWATE �� •'�.�'�'� \ j j DIA DISPENSER SOAP FOLDING SHOWER SEAT Q HEIGHT OF �'�`tig'�y +�� x Q m RAILING TOWEL BAR o ' = o CABINET WITH ' � �F'' 0 o DISPENSER io � � � Q� Q � 0 23" °' �? � � in LOCATION OF � � - - -� � �. o o � o � ch - - +� EXTINGUISHER INSIDE CLEAR o WASHER OR DRYER v i° � � � - �,.� � WASHER OR DRYER FLOOR � W W � M � � ~ � � - � o W °- z z � , 0 � SPACE M z cYi D p � a � N � � � `�:0„ 3 � z �, ��„ O � o o � � � � 12 \� \� j � ° _ � x o o � ° 36�- �` •� �` o � � �, �, � M�� .o � RECEPTACLE n � o � � w o , o o � � � o � 'v _ - 1 1 /2" � � SIDE APPROACH PLAN SIDE APPROACH ELEVATION � � ° ° � 'v 'v MqX � CHANNEL STRINGER (TOE OUT) � � � J STAIR TREAD 16" MAX J FOLDING SHOWER SEAT � �/^ > � L.L , _ L� W LAUNDRY EQUIPMENT STAIR RAILINGS - 2 TOILET ACCESSORIES - 1 SHOWER DETAILS FIRE EXTINGUISHER CABINET � � z 23 NTS 18 NTS 13 NTS 8 NTS 3 NTS � QQ � C� � p p 1 1 /2" DIA GUARDRAIL DRINKING FOUNTAIN NOTES 703 4 2 WHERE TACTILE SiGiv IS PROVIDED AT A DOOR, THE O � � 1 SPOUTS SHALL BE NO HIGHER THAN 36" FROM FINISH FLOOR SIGN SHALL BE POSITIONED ON THE LATCH SIDE AT DOUBLE � Q " 1 1 /2" DIA GUARDRAIL 2 THE SPOUT SHALL PROVIDE A FLOW OF WATER AT LEAST 4" HIGH SO AS TO DOORS (BOTH ACTIVE LEAFS ) POSITION AT THE RIGHT OF THE � � ALLOW INSERTION OF A GLASS OR CUP RIGHT HAND DOOR � Q � � 3 OVAL OR ROUND BOWL SPOUTS MUST BE POSITIONED SO THE FLOW OF 4" SPHERE WATER IS WITHIN 3" OF THE FRONT EDGE OF FOUNTAIN J w O W " � MUST NOT 4 CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE Z � � � ' ` o Z PASS HAND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE Z � THROUGH WRIST THE FORCE TO ACTIVATE CONTROLS SHALL NOT BE GREATER THAN 5 O O O � O ANY POINT POUNDS FORCE � �� z E� � � � (n U � Q � � � > � � ��_ I� 15" MIN � � � m m ; p 17 19 1 ;.," MIN � AREA OF w J Q O � � � _ REFUGE � CI� w � � ¢ � _ � V v i° TREAD + 12" EXTENSION � � � > � � , 21 " MAX \ � w z X Z � Z 21 " MAX � � � Z a ° S Q/\� '`� � � � T a e ° o � � � l � M � \l � � � � W Q O f� M � �C+O N � � � � SHELVES CLOSET a � `�' 48" MIN i� i� � c- r � STAIR TREAD � "�' 8" MIN 6" MAX 24" MIN SIDE VIEW FRONT VIEW EQUIPMENT PERMITTED IN SHADED AREA � FINISH FLOOR REACH RANGE 17 STAIR RAILINGS - 1 12 DRINKING FOUNTAIN 7 URINAL DETAILS 2 TACTILE SIGNS 22 NTS NTS NTS NTS NTS � TOLIET PAPER DISPENSER NOTE � TOILET PAPER DISPENSER IS SHOWN IN PREFERRED LOCATION q MOUNTING HEIGHT CAN VARY FROM 15" MINIMUM TO 48" MAXIMUM TO WHERE PAPER IS r �El� iEWED BV DISPENSED 11 " MIN AH�EN UNDER GRAB BAR 1 5" MIN CLEAR IS REQUIRED FROM TOP OF DISPENSER TO JUN 0 4 2009 OBSTRUCTED HIGH FORWARD REACH �o,% � WHEN ABOVE GRAB BAR 12" MIN CLEAR IS REQUIRED FROM BOTTOM OF DISPENSER . � 1 /2" RADIUS MAX 17" MIN TO BAR SAFE�� Ca��a � 24" 30" 11 " M I N 1 1 /2" MAX ROUNDED NOSING \, o 0 O i �� 12�� M'4X o �o � 1 /2" RADIUS MAX 42" MIN � 36" MIN 6" MAX "' x TYPICAL ACCESSIBILITY � 1 1 /2" MAX ANGLED NOSING ¢ z O N LY � � � � z ? � o � g �12" MIN � � M `r x 1 /2" RADIUS MAX � N N M � `'' a, �„_9„ � � `'`' Q � � FLUSH RISER � � 18" -- PLOTTED 3/13/2009 1 58 46 PM 20"-25" MAX � � � � MAX SIDE REACH OVER OBSTRUCTION 8" MIN KNEE CLEARANCE 6" MAX TOE CLEARANCE SIDE VIEW FRONT VIEW 15'-0" MAX, 50'-100' 50'-100' 15'-0" MAX CHK' D BY SB 1 1 /2" MAX OO COPYRIGHT2008 BY DAVIS PARTNERSHIP P C ARCHITECTS ALARM SPACING IN CORRIDORS OR HALLS SHEET NUMBER ' REACH RANGE - OBSTRUCTION STAIR TREADS AND RISERS LAVATORY DETAILS 6 TOILET DETAILS � FIRE ALARM . - 2' � NTS � 6 NTS � � NTS NTS NTS . D P A PROJECT # 06232 45 � `� �j` ar3. �+�� f� 3"�^as_ ,a3� F y 'yµ .q'�'a'T"�Ev't�`�.��`�r '^-i �^�°c��;��"�` � � LIFE SAFETY LEGEND � � �� y � 4�� "'�� .rry��d�t�9�'�`[°5p '¢`� r �� '� `�"`�P ��. FIRE PROTECTION DRAWING LIST: � ��`�� $ � k FIRE PROTECTION GENERAL NOTES: .��rti �� . .�_ ,� ,� � � � �� ; �� , ALL SYMBOLS IN LEGEND MAY NOT NECESSARILY BE USED ON THIS PROJECT � �i;: - _ �h. :�s��£� r� �;�.. . " ' '"''� ""'� '""Yy '`'" ' ,"" "` �" "'"�' � '"`�'� ""'�' '`,�" "n'� n"'� ""'� """ '�'.' �"" 1 . THE EQUIPMENT SPECIFIED ON THE DRAWINGS HAVE BEEN SELECTED AS THE FAFP . 00 LEGEND AND GENERAL NOTES ��j� � �� FIRE PROTECTION VALVE5 and FITTINGS BASIS DESIGN . THE USE OF REVIEWED OR SPECIFIED E UALS SHALL BE �= { Y i ° ✓ n i n i nn � n� i �n i✓ n i.� n ,�� t� � �,� �� Y Q FA . 01 POOL/ FITNESS FIRE ALARM PLAN :�: � r.£_apnR ��- , w� _ � . � �4 �— �oW �P —�— B� �� —�— pOST INDICATOR VALVE COORDINATED BY THE CONTRACTOR FOR SPACE REQUIREMENTS , EQUIPMENT FP . 01 POOL/ FITNESS FIRE PROTECTION PLAN = � � ' �� ` � At"Chlt tS � �oW oo� � ��,R� _ �, _- - :� _ _ _ �_ � �P � NON-INDICATING VALVE DIMENSIONS AND PERFORMANCE . _ _ _� : - , _ :_ _ � (NON-RISING SiEM) - _ .. TEE DOYYN —�� SOLENOID VALVE � �� =� � �' ° �'` ° � - �� - - - �, . � ° ; _r� � F y -�� , w. • � - „� .� _�.._ �=., � _ -- . � • = '. �� FlRE DEPARTMENT CONNECTION ` x� � � � ,%.:, -xo��: '�4_r-, �;.- ,�..}�: i.°..:> .+-�. �_r"-` . ; � RISE OR DROP --�— pRESSURE REDUqNG VALVE 2 . ( N ) INDICATES NEW MATERIAL , ( F) INDICATES FUTURE WHEN SHOWN . f FREE STANDING FlRE �� BRANCH-TOP CONNEC710N �� CHEqC VALVE � DEPARTMENT CONNECTION �' BRANqi-BOTTOM CONNEC710N —�— a°�E �^�� Fs 3 . D RAW I N G S AR E D IAG RA M MATI C AN D S H 0 W T H E G E N E RAL D ES I G N , 2301 BLAKE ST , STE #100 � TEMPERATURE/pRESSURE WA7ER FLOW SIMTCH ARRANGEMENT AND EXTENT OF SYSTEMS . DO NOT SCALE DRAWINGS NOR '-' ' " � WITH TAAMpfftl g�HCAL RELJEF VALVE v , �a PICAL 8 - 0 CEILING 3�3N 61 8�55 F�303 86183027 Ps USE AS SHOP DRAWINGS . WHERE ALTERNATE ROUTING , OFFSETS AND [ PIPE CAP OR PLUG � PRESSURE SVNTqi TRANSITIONS ARE REQUIRED FOR COORDINATION OF ALL WORK , THIS `° � � � � O � 0225MAINSTREET UNITC101 �� uN�o� MANUAL AIR VENT1 5 c d E D W A R D S , C O L O R A D O 8 1 6 3 2 �� CHECK VALVE CONTRACTOR SHALL MAKE CHANGES WITHOUT ADDITIONAL COSTS . 9709268960F9709268961 � EXPANSION JOINT � P�SSURE GAUGE TOP OF PANEL vnni cuncE cocK _� q�pRM BUT7ERFLY WITH FACP � FARP FFCP —�� PIPE ANCHOR � �TM a��BR�� TAMPER 4 . ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER ' S - PIPE GUIDE —� °�'� "�-`� RECOMMENDATIONS UNLESS SPECIFICALLY DIRECTED OTHERWISE . TOP OF EQUIPMENT �— PIPE HANGER I�I� BApCFLOW PREVEN7ER �— PREACiION VALVE FAA —� �xis� coNNECnoN I�'� REDUCED PRESSURE � 5 . CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION AND INSTALLING BAq(FLOW PREVEN7ER MAIN DR/UN ASSEMBLY �— �"'"� RP SLEEVES , INSERTS AND SUPPORTS AS REQUIRED FOR HIS WORK AND / OR TOP OF CO DETECTOR � � S7RAINER W/BLOWOFF VALVE �� FlRE HOSE VALVE CABINET � BUTTERFLY VALVE (SURFACE MOUNTED) W/TAMPER SWITCH C 0 R E D R I LL R EQ U I R E M E NTS . ANGLE TYPE PRESSURE —� FlRE HOSE VALVE CABINET � TOP OF MANUAL PULL STATION � RmUqNG VALVE (RECESSED) T TAMPER SWITCH ^ � � �— �«F �� Q-}}�{{ FlRE HOSE RACK 6 . CONTRACTOR SHALL CLOSELY COORDINATE NEW FIRE PROTECTION WITH ALL � BARN E NEW AND EXISTING MECHANICAL , ELECTRICAL , ARCHITECTURAL AND � ,� XX, FI RE ALARNI x , y x x, , :- STRUCTURAL MEMBERS . � J >. / YXX / > �/ / � • �� •• • � •• •• , � MN MONITOR MODULE � I T -0 FlRE ALARM PULL STATION 7 . ALL MECHANICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH � --Q � WEA7HER RESISTANT FlRE CM CON7ROL MODULE pp �p �} p �p I ALARMPULLSTATION Ql HEATDETECTOR � CURRENT ADOPTED VERSION BY THE TOV OF THE INTERNATIONAL BUILDING � � � � I 1936MONTAUKHIGHWAY I -�Q SPEAKER/HORN R/F - COMBINATION RM RELEASE MODULE CODE , INTERNATIONAL FIRE CODE INTERNATIONAL MECHANICAL CODE , AND �° �° �' �' ``� BRIDGEHAMPTON , NY 11932 � RATE OF RISE AND � � � � � � -QQ�� SPEAKER/HORN/STROBE FlXED TERMPERA7URE qRp FlRE ALARM RELEASE PANEL � O 00 � O N 631 537 3555 F 631 537 0558 ' ,� R/C - RAlE COMPENSA710N INTERNATIONAL PLUMBING CODE ; INCLUDING LOCAL AMENDMENTS . � � � � � FINISHED FLOOR � _� WEA7HER RFS�TANT F - FlXED 7EMPERA7URE FSCP FlRE SYS7EM CON7ROL PANEL 210 Edwards Vdla e BIVd , SUIt6 D-207, PO Box 878 MR SPEAKER/HORN/STROBE R - RAlE OF RISE ONLY 9 -{M]Q MINI HORN Q FlRE ALARM ANNUNCIATOR Edwards, CO 81632 n Fl .�F n�rrTna � _ MnnIFY FUI I Y AnnRFSSARI F ANAI nG FIRF AI ARM SYSTFM Tn MFFT TFNANT 9709264151 �Q CARBON MONOXIDE DETECTOR F - FlAME � FlRE ALARM PANEL FI N I S H R EQ U I R E M E NTS . NAiH AUDIBLE ALARM --� CARBON MONOXIDE DETECTOR UV - ULTRA VIOLET FACP FlRE ALARM CONIROL PANEL IR - INFRAED TYPICAL DEVICE MOUNTIN HEI HT �SQ SPEAKER/HORN QQ SMOKEDETECTORRADIATION � Aeoar �CON7ROLPAN0. 9 , FIRE ALARM CONTRACTOR SHALL COORDINATE WITH APPROPRIATE VENDORS NOT TO SCALE _ �>;_ � �, _ P - PHOTOELEC7RIC FOR SYSTEM INTERFACE . COORDINATION SHALL INCLUDE BUT NOT BE LIMITED � 8� � _ ��p � MAGNETIC DOOR HOLDER T0 : MECHANICAL HVAC AND SMOKE CONTROL , ELECTRICAL , KITCHEN NOTES : r � �'� S,��E BT - BEAM TRANSMITiER � FlRE SMOKE DAMPER EQ U I P M ENT , AUTO MATI C S P R I N K LER SYSTEM S AN D ELEVATO R EQ U I P M ENT W H EN 1 HEIGHTS SHOWN ARE NPICAL TO CENTERLINE OF BOX UNLESS NOTED OTHERWISE. � � BR - BEAM REqEVER Q FlRE ALARM RELAY t �y FlRE ALARM PHONE ASD - AIR SAMPLING E N G I N E E R I N G �2 DUCT DETECTOR QJ FlRE ALARM J-BOX REQUIRED . 2. DEVICES ABOVE DOORS SHALL BE CENTERED BETWEEN TOP OF DOOR TRIM AND v FIRE SPRINKLERSx� CEILING LINE. leadership through EnBineering 10 . FIRE PROTECTION AND FIRE ALARM COVERAGE SHOWN IS ONLY APPLICABLE 542UWardRoad, Suite200 x� rxx � > ,, , , ,, , ,, ,, , , ,,, ,, , , , , , xx � x � � 3. MOUNTING HEIGHTS SHOWN ON ARCHITECTURAL ELEVATIONS SHALL GOVERN OVER Arvada, Cnlarado 8D002-1838 � TO AREAS WITH ROOM NAMES , COMMON CORRIDORS AND ROOMS RELATED TO THOSE SHOWN ABOVE. Q UPRIGHT SPRINKLER � SPRINKLER VNTH WARD Q OUTSIDE SPRINKLER ' Phane 3�3-422-140 � � ORY/UPRIGHT SPRINKLER � DRY SPRINKLER NA1H GUARD � DRY/OUTSIDE SPRINKLER THE POOL/ FITNESS CENTER CONTRACT . REFER TO SOLARIS VOLUME 1 FIRE 4. FOR CEILING HEIGHTS HIGHER THAN 7 ' - 2 ", INSTALL FIRE ALARM NOTIFICATION AUDIO Fax• 303-422-19U0 ` pp DRY/PENDANT SPRINKLER Q SIDEWALL SPRINKLER Q WATER SPRAY NOZZLE P ROTECTI O N D RAW I N GS FO R S P R I N K LER H EAD AN D D EVI C E LOCATI O N S I N AND VISUAL APPLIANCES AT 80" A. F. F. , OTHERWISE INSTALL AT 6 " BELOW CEILING . www 6eer eom QO PENDANT SPRINKLER - DRY SIDEWALL SPRINKLER � WINDOW SPRINKLER AREAS ONLY SHOWING PARTIAL WALLS , PARTIAL ROOMS , STAIRWELLS , � - �°"`�"'�° ELEVATOR HOISTWAYS , AND AREAS WITHOUT A HARD LID . ISSUE/REVISION DATE NO y � xir xiy i x yxx xx n i xirxxiyxxirxxir xi xxiy �LINE DESIGNATIO MISCELLANEOUS 1 1 . SPRINKLERS SHALL BE PLACED IN ACCORDANCE WITH NFPA 13 AND TOVFD PERMIT SET �rvovos � � � Yxx , rxxi x irxxi xi , iv x , r , vx , rxx , v i � FlREDEPT CONNECTION • REQUIREMENTS . FIRE ALARM DEVICES SHALL BE PLACED IN ACCORDANCE WITH Etwrt' s�c" o� i�o 2 DIREC710N OF VIEW EXIST. 4 UGHT UNE WEIGHT FOR � AUTOMAl1C SPRINKLER � �--�-2 EQUIPMENT, PIPING, sr�ea.s. N FPA 72 AN D TOVFD R EQ U I R EM ENTS . PICTURE DESIGNA710N N� ' TEXT, ETC. INDICA7ES EXISTING ��s— DRY/AUTOMA7IC SPRINKLER CONDITIONS NATH NEW WORK SHOWN AS DARK P" AUTOMCA7�IC SPRINKLER SECTION DESIGNA710N � � ��ING INDICAiES 12 . F L EX I B L E D R 0 P S FO R S P R I N K L E R H EAD S A R E N OT P E R M I TT E D . DtlS71NG TO BE REIYIIOVED sP STANDPIPE � FA- � DtlST1NG TO BE REA�IOVED �— DRY/STANDPIPE DRAWN ON 7HIS SHEET F1� FlREMAIN � POINT OF CONNECTION COMBINATION STANDPIPE/ Fe FlRE STANDPIPE NEW TO EXISTING —�� AUTOMA7IC SPRINKLER Xx OESIGNA710N G► q.EAN AGENT � WAiERMIST SP FlRE SPRINKLER RISER NOTE. XX DESIGNA710N o D0.U� THE FIRE PROTECTION DRAWINGS AND SPECIFICATION WERE AUTOMATIC SPRINKLER ' � ANTIFREEZE AUTOMA7IC PROVIDED AS A GUIDE FOR THE CONTRACTOR DURING THE SPRINKLER DESIGN/BUILD OF THE FIRE SPRINKLER SYSTEM . THE SHOP �'''�'� "�` "�'� '` � '�'�` 'v ��>S��S��<�� DRAWINGS , HYDRAULIC CALCULATIONS AND PRODUCT DATA � ABBREVIATIONS � SUBMITfED BY THE CONTRACTOR FOR APPROVAL BY THE AHJ SHALL BE THE FIRE PROTECTION DRAWINGS OF RECORD . AFF ABOVE FlNISHED FLOOR DIA, D DIAMETER VCP VITRIFlED CLAY PIPE ' AP ACCESS PANEL IE INVERT ELEVATION ViR VENT 7HROUGH ROOF C COMMON NC NORMALLY CLOSED (N) NEW q CAST IRON NIC NOT IN CONTRACT (E) EXISTING � EL CEN7ER LJNE ELEVATION NO NORMALLY OPEN (R) RELOCATED RE�IEV�lED B TYP TYPICAL JUN 0 4 2009 �EQ IPME� �►BBRE` AT ON�`S�v S�FE�� r�� iv� � ivv ,� i u � , ,� ivu vv � a� � v v ,� � i AB AIR BLENDER CRAC COMPU7ER ROOM PAqCAGED AIR HF FlLTER — HEPA CONDI710NING UNIT AC AIR COMPRESSOR IF FlL7ER - INIERMEDIATE � CT COOUNG TOWER � ACCU AIR COOLEO CONDENSING UNIT PF FlLTER - PRE DWH DOMESTIC W/►TER HEATER ^ AK AIR WRTAIN FS FlRE/SMOKE DAMPER w � � EDHC ELECTRIC DUCT HEATER � AHU AIR HANDUNG UNIT FURN fURNACE � � " EV-CV DWAUST VALVE - CONSTANT VOLUM � BFP BACKFLOW PREVENTER HP HEAT PUMP ♦ ^ � � � EV-W DWAUST VALVE - VARIABLE VOLUM V J B BOILER IRH INFARED HEATER w A Q � _ ET EXPANSION TANK ( / ) � � CH qiILLER L LOUVQ2 - ! , ` EF FAN - EXHAUST � 1 1 1 CWC COIL - COOLING MAU MAKE-UP AIR UNIT `i'� � O O RAF FAN - RETURN NR 7 DHC COIL - DUCT HEATING PRV pRESSURE REDUqNG VALVE � L ,,. REF FAN - RETURN pWAUST � O Q � HRC COIL - HEAT RECOVERY FP PUMP - FlRE � SAF FAN - SUPPLY � Q HWC COIL - HEAi1NG 7B 7ERMINAL 80X � � FW FAN CqL UNIT � � � � PHC COIL - PRE-HEAT UH UNIT HEA7ER - HOT WAiER Q ESF FlLTER - ELEC7F20STA71C � RPBFP REDUCED PRESSl1RE BAqCFLOW FVAV VARIABLE AIR VOLUME BOX - FAN � O W PREVENTER FF FlLTER - FlNAL POWERED � RV R0.1EF VALVE RN ROOFTOP UNIT HVAV VARIA@LE AIR VOLUME BOX - FAN POWERED W/ HEAlING � � � � RH ROOF HOOD SAU SOUND ATiENTUATOR O O J ~ U � � O � O QJ � � w _ � Q - � � � � � d. Y � � � J Q � O � o �ap0 RE��s � o • • - ° o�. .•��cHa£�•., F� o �' ;'o ��%:`�o S • �: ; 0 33259 a : � , . � � • e Q Q �� _ s ( . .�`�, • �,� C � oo o � ° ur 3 � � h � � � O 0 6 ��2z� Q �' � � � � � � � � � � 0 � � LEGEND AND GENERAL � 0 � � � 0 � ` N � d- x � O L �� PLOTTED 11 /05/2008 1 08 04 PM � o CHK'D BY JSD o / a� J O 0 COPYRIGHT 2008 8Y DAVIS PARTNERSHIP P C , ARCHITECTS � ° SHEET NUMBER �� _ � o / a� , i � I rn • � II �Q D . P .A. 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" . - - DENVER, COLORADO 80205 ,J • ) I t � ` ' � 1 , � ♦ � � ♦ ♦ / • , ; i ♦ 7 � ♦ ♦ � �, I J � ] , � • � � � ` � � • ♦ � � � Y ♦ _ _, i � • � ♦ � • � � _ • _ _ • ♦ ♦ • I 1 � i 1 V � � ♦ • � I , , � � V ♦ I ♦ • � • _ � _ � _ • _ � ♦ � 1 � _ ♦ F ,\ ♦ - , : � , � , • � , � . - � - . . . - - • . - � - t . - - - - - • - . - : � - • • � • - � - � - - � r - • - , � - : - � � • - - - - . - - • - - - • � ,� - -. � - - - . - . - - • � ' , , _ � , _ 30cd - • _. , � - - . _ • _ 303 861 8555 F 303 861 3027 - , . i ' ' _ . � I ~ � { � � . • , ' , - � _ , ' ' , ' ` -. , . ` " ' ' � , � I ' ` " ' . ' _ . ' _ � . ' � . f ' ' ' . _ . , ' • , ' t � ' " ' . ' t ' ' _ ` ' " ' _ , ' " . . ' " . _ • _ ' � ,k _ ' ' ' ' ' ' ' ' ' " _ " ' • t � ' ` c , . _ . r ' ' . � _. • I 4 � � � .x } � ... o-. .e ` ?' � � �;� ..+ •�. r - ' • . . . _ • , _ ` ` , - - I • ' ' ' ' ' ' ' i . ' � _ ^ ' '� .' ' ' ' . _ � ` .. , � " . • . ' , ' ' . , ti ' _ � ' ' . . 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' - - • r - • - • - - • - - - : - - , , - . , • - , - - � - - - - - - - • - -. - . _ ",� V . _ . . . - - . . . - • - , -• - - � ; - - • - � - • - - � �� . , - . , • - • - ,` EDWARDS , COLORADO 81632 _ � • _ • _ , � � _• , � � � , � � � � � � � � ' v ' � � � _ _ , _ � I _ � � � , ,J � - - , � - � - � , - � ♦ • _ , _ _ _ , , � � • • � � • 1 , _ � , � _ _ r � i � � i_ , _ _ � _ , � ' _ , _ _r _ � - _ � _ - ♦ � • l - _ _ _ ! _ _ _ � � y , � ' i � � - � • _ • _ _ _ _ _ � • � � • . � , , • , I ' - • - - - - � � - , - ' � - ' , • , - • " - - • - � � - ' - - ' � - - - � - • - - - � " - � , - - - , � � � - = ' -� � � , _ . _ , ,• � -. _ - _ . . _ _ ' _ - ' - ' _ � _ • ' _ ' " , " . " , _ ' " , � ; ' _ — — - — — — — � _ -� _ � I 970 926 8960 F 970 926 8961 4 • • . , . • . . ' ' ' ' ' ' ' ' • ' � ' ' ' ' ' ' � ' ' ' � ' • ' • ' � ' _ ' ' ' ' ' � ` . ' . ' • � , • - • t . ' " . . 1 3 '' . ' ' ' , . � ' ' ' ' ' , . . ' ' . , ' • . . . ' . . � r` , . ' . . '� ^ . , . � - . ' . • ' ' � . ' ' ' � . 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' " - ' � : � . . . � � . _ _ . _ _ , , .�" , , . . . � , _ , • _ _ � --"-y-°� � i i ' i i I i i i i i , i i i i ` �I �� • , � ' • , � - - - . - , • - , - O' - , - , - • • . , • - - - - - - - � • - . 210 Edwards Vdlage Blvd , Suite D-207, PO Box 878 - - • . . - - - . ' _ _, . � _ . . . _ _ . : _ . � , _ - - - - � � _ � � � � - � � � _ • � � � � • �� • , . 1 . - - - - . . - . _ ( . - � - , : . - -, , - - . - . ; - �� - • - - • � - . - - - , . • . - I a 'I . ", • -. - - -• - 1 - - � I - - �- • - • - • - - � - • - ( . . _ _ . _ , . . . . . _ . Edwards, CO 81632 ♦ • i , � • , , ,• I i • � , � � � ♦ • ♦ ♦ � I � I I - � I � I � I � I ' I ' I I ' ii �I , • I • I � , � � , '�I , ] % � ) • � • • � , r � , `i1 V Y ` / • • • ' , • • ♦ � � I � � _ , . , , _ . , , . . - - . , - , - • - . - • - ii ii ii i I ii ii ii ; I �� - , . . - - � - } - ' �; - • - - -• - - - - • - • . - . - . . _ 9 09 6 151 � . ' ' ' • ' ' ' ' � ' ' . . 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UNISEX . _ 3� :� � , . . . _ . . • ; . . � 35 ' B - O � :;*'':r:: - � � -s'-a° - , ii - . i ii I� �! • • �� , _ , _ � •- . , , • - - ' - • - ' '• ' - - • -� � � '• � - • - ' - • - - - I � _ � � ' _ . • ` _ 'I ' � TOILET : ' � _ ' �a - 1 • - ' �'• _ - • - . , . �" � - - " ' -,� '_ : - - , �_ _ ' • � i '.��5' : � _ . _ _ - � � I � � ' �i ° • - .' • - -- -- - - -- - -- - -- -- - ; - •, _ - • : , _ � . - • .. , , ' , . _ . - ' . . . _ . • ' " -, '. , - ' - - - , - ' •- ' - , . . - •- - - • _ , . - i ��f� �- ' • - � � I i i ' , � i i � ; �I � 15cd u � ' - � ; - ' I . _ . . , _ _ ; ". • ; � . ISSUE/REVISION DATE NO . r - - ' , • . - . , - . • - � ' 352 - � - � , . _ � : � _ •_ . . . • _• � , � - �� , . . . � - - - • � • • • • - - - - - • , - • - • � - - - _ - -- _--�_�-=--�- - - - - - -- -- - • � . ' _ , ', . � _ _ • _ ,_ ' . '' _ . . • ` " - • ' „ � - ' • ' • , • - , - - • . - _ • . . -- - - --- - , , , \\ OTTUB i _ � i ii _ � �� ' . - - - , - . - ; � � � , { _ - ' - ' . • I ' ` ` -' • - . - . . ' , � - , • - - � : - • , . - - - - .. . , i �� . - �, \� y i . : � � • +j . - - , , . , : , ` � , ; PERMIT SET 21NOV08 1 , ,- , . . • - • , � . - - . . - - � - � - • - - - - � � ' , - . . - - - i- �� ---- ----- - - - - ---- ------ --- - - - - -- -- -- - - - I i • . I DN i i • � � � • - - ' - - ' • ' � - - - ' � - - ' , - , - _ - - , ; _ , � - . ,` - _ . : � _,, , • , - • . ' - , , • , _ •-. , , - . i � - � � �I - - ` - - •' • - , . • . ' ' - •' - . ' ' - . ,' '. - � - �,� i . • _ i�l SET Ob 2 , ' � , �' , � ,� , „ ` " ' ' . ' ' ' I� ' . ��- � )1 . " I' _ _ �' _ _ _ ( i . I _ _ � — ' � ' ' . �T'TT . ' ' _ �. , _ , _ _ I _ _ .f_ ,_._r : .� __ _ • • ', I I 'r . �— ' � p �I , . . LJLV � I _ ; . � , • ' • , - � v - . , ' - - - - ' i� . •- - • 15cd - . 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REFER TO FIRE ALARM DETAIL FOR DEVICE MOUNTING HEIGHTS. �� ,•; � �� • Q m : � 4. HEAT DETECTORS IN POOL EQUIPMENT ROOM, AND SHOWER ALCOVE SHALL BE RATED TO ACTIVATE � �0 33259 �� AT 155F, OR TEMPERATURE SPECIFlED BY TOVFD.. �o�,:�� , Q •� • . . .. � 5. PULL STATIONS SHALL BE LOCATED NO FURTHER THAN 5Ff FROM EXff DOORS. � -3°- 6. CONTRACTOR SHALL FOLLOW THE 2003 IFC� 2003 IBC, NFPA 13, NFPA 72, NEC 70, TOVFD � �"'� �`j0�2a Q I o REQUIREMENTS, AND ALL OTHER APPLICABLE CODES. � �/, 7. ALL DEVICES IN POOL AREA SHALL BE WATERPROOF AND SUITABLE FOR HIGH HUMIDffY. � a� � � � 0 � ° POOL/ FITNESS ROOM � � ° ° FIRE ALARM PLAN � � � � o � � oa o a� J i� PLOTTED 11 /05/2008 1 08 04 PM / � .-.o CHK'D BY JSD o / � m COPYRIGHT 2008 8Y DAVIS PARTNERSHIP P C , ARCHITECTS Q� I O x op x p d- SHEET UMBER o � o / a� I � � �``' D . P .A. PROJECT # • 06232 .45 ii Q � U � � � � � - X � . i CLASSROOM SET - SINGLE DOOR NOT USED PRIVACY SET - SINGLE DOOR . L 1 F2 (3) HINGES (3) HINGES ( 1 ) CLASSROOM LOCK SET (KEY LOCK) ( 1 ) PRIVACY LOCK SET ( 1 ) WALL STOP ( 1 ) OVERHEAD STOP (3) SILENCERS (3) SILENCERS � � � � ` �► rchit ts CLASSROOM SET - SINGLE DOOR NOT USED PRIVACY SET - SINGLE DOOR � L � (3) HINGES � � �./ � (3) HINGES � ( 1 ) CLASSROOM LOCK SET (KEY LOCK) ( 1 ) PRIVACY LOCK SET ( 1 ) OVERHEAD STOP ( 1 ) WALL STOP (3) SILENCERS (3) SILENCERS 2301 BLAKE ST , STE #100 DENVER, COLORADO 80205 303 861 8555 F 303 861 3027 0225 MAIN STREET UNIT C101 EDWARDS , COLORADO 81632 970 926 8960 F 970 926 8961 N 1 DUMMY SET - DOUBLE DOOR K � NOT USED F NOT USED PASSAGE SET - DOUBLE DOOR (6) HINGES ` � �-+ � (6) HINGES (2) DUMMY LEVER LATCH SETS ( 1 ) LATCH SET (2) WALL STOPS (2) OVERHEAD STOPS (6) SILENCERS (6) SILENCERS � DUMMY SET - DOUBLE DOOR PRIVACY SET - SINGLE POCKET DOOR NOT USED PASSAGE SET - DOUBLE DOOR ' N � (6) HINGES .J1 ( 1 ) PRIVACY LOCK SET E 1 � 2 DUMMY LEVER LATCH SETS (6) HINGES A R N E � � ( 1 ) LATCH SET (2) OVERHEAD STOPS (2) WALL STOPS (6) SILENCERS (6) SILENCERS AR HITE T � � 1936 MONTAUK HIGHWAY CLASSROOM SET - DOUBLE DOOR PASSAGE SET - DOUBLE POCKET DOOR PRIVACY SET - DOUBLE DOOR PASSAGE SET - SINGLE DOOR BRIDGEHAMPTON , NY 11932 M 1 631 537 3555 F 631 537 0558 (6) HINGES ( 1 ) LATCH SET D � (6) HINGES (3) HINGES ( 1 ) CLASSROOM LOCK SET (KEY LOCK) ( 1 ) PRIVACY LOCK SET ( 1 ) LATCH SET 210 Edwards Vil �age Blvd , Suite D-207, PO Box 878 I (2) WALL STOPS (2) OVERHEAD STOPS ( 1 ) OVERHEAD STOP Edwards , CO 81632 (61 SII FNCFRS (6) SILENCERS (3) SILENCERS 970 926 4151 ISSUE/REVISION DATE NO PERMIT SET 21 NOV08 M � CLASSROOM SET - DOUBLE DOOR G � PASSAGE SET - SINGLE POCKET DOOR p � PRIVACY SET - DOUBLE DOOR A � PASSAGE SET - SINGLE DOOR TOV PERMIT SET 05MAR09 (6) HINGES ( 1 ) LATCH SET (6) HINGES (3) HINGES ( 1 ) CLASSROOM LOCK SET (KEY LOCK) ( 1 ) PRIVACY LOCK SET ( 1 ) LAT H ET " (2) OVERHEAD STOPS (2 ) WALL STOPS P (6) SILENCERS (6) SILENCERS (3) ILENCERS a DOOR SCHEDULE ` DOOR FRAME S IZE TYP E/ DOOR MATER HARDWARE ACCESS NUMBER ROOM NAME W H T TYPE MATERIAL IAL GROUP RATING CONTROL CAMERA INTERCOM REMARKS POOL DECK 352 ADA UNISEX TOILET 3' - 0" 7' - 0" 1 3/4" D12 WD WD 352A ADA UNISEX TOILET 3' - 0" 7' - 0" 1 3/4" D12 WD WD 352B POOL 3' - 0" 7' - 0" 1 3/4" D12 WD WD 352C JANITOR CLOSET 2' - 4" 7' - 0" 1 3/4" D12 WD WD LEVEL3 � � ��' C.��ry � �.Qs 348 PASSAGEWAY 3' - 0" 7' - 0" D25 WD WD 30 min r . 349 FITNESS 6' - 0" 7' - 0" D26 GLASS WD ' � 351 POOL 3' - 0" 7' - 0" D27 GLASS WD 4C��T �,� 1� H�CL � � P��11 �d � � 2Q� J� � �, P�� ,� - �r,��.�� i.��`� � �°r��.,' � � V� �EViE4�i/ED ��' JUN 0 4 ZOO�U SA�E�� Co�ar��J J W � � � � - � W � � Z � � � Cn � p p — O OC o ° � Q � Q Q � � � J wp w �_ � � a. ,. 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1 /4" clean , dry trowel to Product Beech Mocca , Sanded , Poly Thickness Thickness 2 cm FT2 Solid Surface Transition (At T5 locations) Installation Mirror mastic with minimum 1 /8" air space match architect's accepted sample � � �' � r� h '� � t� Size 9/16" Thick x 6 "W x 6 '-6" Long Planks Grout Grout Hydroment #H163 Linen - Epoxy Manuf Corian Note Some locations also require a top aluminum Finish Diamond Imperial with colorant � Profile Tongue & Groove , 3- ply Construction Contact Contact Mitch Kalmar, 212 979 6400 ext 214 Color Whisper J -channel Color Match architect's accepted sample Contact Lori Mapes , 970 479 1800 Contact Mary Farace , 303 994 1436 Contact Steve Kern , 970 390 3238 T11 Accent Tile ( Pool Steps) S9 Marble Slab ( Unit Bath) PAINT WF1A Wood Stair Nosing ( Units) Manuf Manuf Stone Source FT3 3/8" Stainless Steel Transition PLST2 Integral Color Plaster Trowel Manuf Arrigoni Woods Style Style Solar Marble Manuf Schluter Systems P1 Paint ( Units) Manuf Kern Piastering , Inc 2301 BLAKE ST , STE #100 Product Beech Mocca , Sanded , Poly Finish Finish Scarpaletto Style Schiene #E 100 EB Manuf TBD Product Veneer Plaster DENVER, COLORADO 80205 Size 40mm H x 80mm D x 1500mm L Thickness Thickness 2 cm Finish Brushed Stainless Steel Color To match PLST1 Texture One coat 3/16 " - 1 /4" clean , dry trowel to 303 861 8555 F 303 861 3027 � Contact Lori Mapes , 970 479 1800 Grout Custom Building Products #405 Midnight Blue - Grout Hydroment # H183 Alpine White - Epoxy Contact Ben Blakeslee , 303 827 8279 Finish TBD match architect's accepted sample 0225 MAIN STREET UNIT C101 � Polyblend Non -Sanded Contact Mitch Kalmar, 212 979 6400 ext 214 Contact Finish Diamond Imperial with colorant EDWARDS , COLORADO 81632 WF2 Wood Flooring ( Units) Contact FT4 Wood Transition Color Match architect's accepted sample 970 926 8960 F 970 926 8961 Manuf Arrigoni Woods S10 Stone Slab (Elevator, Elev Lobby , Lobby) Wood Teak, Grade 1 P2 Standard Fieid Paint ( Back of House) Contact Steve Kern , 970 390 3238 Product Oak Mocca Medium , Sanded , Poly T12 1 " x 4" Mosaic Marble ( Spa) Manuf Rhodes Architectural Stone Finish Stain to match W2 Manuf TBD , Size 9/16" Thick x 6 "W x 6 '-6" Long Planks Manuf Stone Source Style Midnight Limestone Color TBD PLST3 Integral Color Plaster Trowel ' Profile Tongue & Groove Style Bianco Dolomiti Finish Honed FT5 1 1 /2 " Stainless Steel Transition Finish TBD Manuf Kern Plastering , Inc Contact Lori Mapes , 970 479 1800 Finish Honed Thickness 3/4" Manuf Schluter Stystems Contact Product Veneer Plaster Thickness Grout Style" Schiene #E 100 ED Texture One coat 3/ 16 " - 1 /4" clean , dry trowel to WF2A Wood Stair Nosing ( Units) Grout Contact Janna Williamson , 206 709 3044 Finish Brushed Stainless Steel P3 Paint (Spa Overall Paint) match architect's accepted sample � Manuf Arrigoni Woods Contact Mitch Kalmar, 212 979 6400 ext 214 Contact Ben Biakeslee , 303 827 8279 Manuf TBD Finish Diamond Imperial with colorant Product Oak Mocca Med � um , Sanded , Poly S11 Marble Slab (Spa) Color TBD Color Match architect's accepted sample � Size 40mm H x 80mm D x 1500mm L T13 12 " x 24" Porcelain Tile (Spa BOH & Pubiic RR) Manuf Stone Source Finish TBD Contact Steve Kern , 970 390 3238 Contact Lori Mapes , 970 479 1800 Manuf Arizona Tile Style Manhattan Calacatta Marble WALL BASE AND DOOR/V1/INDOW TRIM Contact � Style Pietre D ' Italia Finish Polished VINYL WALL COVERING WF3 Wood Flooring ( Units) Color Nero Natural Thickness 2 cm P4 Paint (Stringer & Handrails) Manuf Arrigoni Woods Thickness 3/8" Contact Mitch Kalmar, 212 979 6400 x 214 WOOD BASE AND TRIM Manuf VWC1 Type II Vinyl Wall Covering Product Robinia Mocca , Sanded , Poly Grout Hydroment #H139 Char Black - Epoxy Color TBD (Charcoal Gray) Manuf Innovations in Wallcoverings , Inc A R H IT E T Size 9/16" Thick x 6"W x 6 '-6" Long Planks Contact Kenley Graves , 303 917 7134 S12 Limestone Slab (Unit Powder Room) WB1 6 " H Wood Base and 3- 1 /2" Wood Trim Finish Style Allegory Bali Profile Tongue & Groove Manuf Stone Source Wood 3/4" Plain-Sawn Cherry , Grade 1 Contact Roll Width 54" 1936 MONTAUK HIGHWAY Contact Lori Mapes , 970 479 1800 T14 1 5" x 1 5 " Mosaic Marble Tile - Brick Pattern ( Unit Bath ) Style Ramon Yellow Medium Limestone Finish Stain to match W1 Color #AB1038 Flint BRIDGEHAMPTON , NY 11932 Manuf Stone Source Finish Honed Profile Refer to drawings for detaiis P5 Paint (to match VWC1 ) Contact Heidi Jung , 303 765 2299 631 537 3555 F 631 537 0558 WF3A Wood Stair Nosing ( Units) Style Solar Marble Thickness 2 cm Manuf �C2 210 Edwards Village Blvd , Suite D-207, Po BoX s7s Manuf Arrigoni Woods Finish Scapaletto Grout Hydroment # H181 Sand Dune - Epoxy WB2 10" H Wood Base and Casing (Varies - Refer to Elevations) Color TBD Type II Vinyl Wail Covering (Spa Corridor) Eawards , CO 81632 P � v� uct F'iobinia Mocca , �a �, a �� , Poly Thickncaa 3io�� cont� �t Mitch K� Im� r, 2 � 2 � �� c�oo r 2 � � Wood "3�4" Nlain-5awn Gherry , Grade 1 F � �, �s �, Manuf Innovat�ona 0700�6 4164 Size 40mm H x 80mm D x 1500mm L Grout Hydroment #H183 Alpine White - Epoxy Finish Stain to match W1 Contact Roil Width Wavy Water Contact Lori Mapes , 970 479 1800 Contact Mitch Kalmar, 212 979 6400 ext 214 Profile Refer to drawings for details Style 54" ISSUE/REVISION DATE rvo S13 Stone Siab ( Elevators) P6 Paint ( Public Restrooms) Color #30005 Sand PERMITSET 2 � NOVOs WF4 Wood Flooring ( Lobby) T15 1 5" x 1 5" Mosaic Marble Tile - Brick Pattern ( Powder Room) Manuf Rhodes Architectural Stone WB3 6 " H Wood Base Manuf VWC3 Contact Lynn Diaz w/JCL , 303 777 7665 Manuf Arri oni Woods Lobb Manuf Stone Source St le Midni ht Limestone �� Color TBD White TOV PERMIT SET 05MAR09 9 ( Y) Y 9 Wood 3/4 Plain -Sawn Oak , Grade 1 ( ) Type Oak Wood End Grain Block Style Ramon Yeliow Medium Limestone Finish Coarse Adze Finish Stain to match W1 Finish Washable Wall Covering (Spa Lounge) Size T&G plank length � x 6 3/8"W x 7/8" Thick Finish Honed Thickness 3/4" Profile Refer to drawings for details Contact Manuf Maya Romanoff (6 3/8" x 8 1 /2 " blocks) Thickness 3/8" Grout Roll Width Abracadazzle Finish Custom Stained to Match Controi Spi # 101 Grout Hydroment #H181 Sand Dune - Epoxy Contact Janna Williamson , 206 709 3044 TILE BASE P7 Paint (Garage) Style 36" - Contact Lori Mapes , 970 479 1800 Contact Mitch Kalmar, 212 979 6400 ext 214 Manuf Sherwin Williams Color #MR-DZ- 1669-S Cosmic Celadon S14 24" x 48" Limestone Tile (Special Order Size) ( Lobby RR) TB1 6 " x 24 " Porcelain SurFace Tile Base (Skate Shop) Color #SW7006 Extra White Rating Class A Fire Rated (ASTM E-84) " WF5 Wood Flooring , 4"W Teak Planks ( Pool) T16 5/8 " x 5/8" Glass Mosaic ( Pool) Manuf Stone Source Manuf Arizona Tile Finish Contact John Brooks Showroom , 303 698 9977 Manuf TBD Manuf Sicis Style Courtaud Limestone Style Pietre D ' Italia Contact Ryan Brown , 303 902 7239 , Type TBD Style Murano Smalto Mosaics Finish Honed Color Nero Natural WALL TILE Size TBD Colors Navy , #SC XMSNAVY Thickness 3/4" Thickness 3/8" Finish TBD Sizes 12 " sq mesh mounted Grout Grout WT1 16" x 16" (Cut to 8" x 16 ") Limestone Tile ( Unit Master Bath ) Contact TBD Thickness 1 /8" Contact Mitch Kalmar, 212 979 6400 x 214 Contact Kenley Graves , 303 917 7134 Manuf Stone Source Grout Custom Building Products #405 Midnight Blue - Style Courtaud Limestone WF6 Wood Flooring , 6"W Teak Planks ( Pool) Polyblend Non -Sanded CARPET TB2 3 1 /4 " x 12 " Porcelain SurFace Bullnose ( Spa BOH) Finish Honed Manuf TBD Contact Sara Buck w/Capco , 303 300 8212 Manuf Thickness �-----� Type TBD CPT1 Carpet, 13' Broadloom ( Units) Style Arizona Tile Grout Hydroment #H163 Linen - Epoxy �� L � Size TBD T17 12 " x 24" Porcelain Tile ( Elevators) Manuf Stark Carpets Color Pietre D' Italia Contact Mitch Kalmar, 212 979 6400 ext 214 ,c��i '`� Finish TBD Manuf Arizona Tile Style Custom Products Thickness Nero Natural ° � Contact TBD Style Marte Color Custom Color Grout 3/8" WT2 4" x 16" Ceramic Tile ( Unit Bath) -� �'�p�,�� Color Emperador Bushhammered Construction 40 % Wool / 60 % Synthetic Contact Manuf Stone Source � t� EVfh9 � � WF7 Wood Flooring ( Fitness) Thickness Pad Foam Pad for radiant heating Kenley Graves , 303 917 7134 Style Gypsum �� g � � Manuf Gammapar Grout Contact Mark S Tveter, 212 752 9000 TB3 6" x 12 " Porcelain Tile Base w/ Bullnose Top Color G- 10 Bianco Lucido �i� �� Type Jefferson III Collection Contact Kenley Graves , 303 917 7134 Manuf Thickness �',�� •4--�-�-�� .-.�.�` " Finish Radiata Pine , Windy City Rain , multi-ply CPT2 TBD Style Stone Source Grout Hydroment #H177 Bright White - Epoxy � � �� h Size 5 1 /4"W x 5/12"Thick x 12 "-47 " Random Length T18 12 " x 24 " Porcelain Tile ( Elevators) Color Globe Contact Mitch Kalmar, 212 979 6400 ext 214 ��`w"`°�� Contact Rise Pacacha , 303 513 8004 Manuf Arizona Tile CPT3 Carpet, Broadloom (Corridors) Thickness Grey Matte _ Style Pietre Native Manuf Stark Carpets Grout 3/8" WT3 16" x 16" ( Cut to 8" x 16") Limestone Tile ( Unit Powder Room) TILE FLOORING Color Porfido Style Custom Pattern Contact Manuf Stone Source � Thickness Color Custom Color Mitch Kalmar, 212 979 6400 ext 214 Style Ramon Yellow Medium Limestone T1 16" x 16" (Cut to 8" x 16") Limestone Tile ( Unit Master Bath) Grout Construction 100 % Wool , Multi- Level Cut & Loop TB4 4 " x 16 " Limestone Tile Base (Spa) Finish Honed Manuf Stone Source Contact Kenley Graves , 303 917 7134 Pad Directly adhered to carpet at warehouse Manuf Thickness Style Courtaud Limestone Contact Mark S Tveter, 212 752 9000 Style Waterworks Grout Hydroment # H181 Sand Dune - Epoxy " Finish Honed T19 Marble Tile ( Unit Bath ) Finish Keystone - colombino Contact Mitch Kaimar, 212 979 6400 ext 214 V Thickness 3/8" Manuf Stone Source CPT4 Carpet, Inset Area Rug Thickness Honed J Grout Hydroment # H163 Linen - Epoxy Style Solar Marble Manuf Stark Carpets Grout 3/8" WT4 3/8 " x 16 " Ceramic Tile Trim ( Unit Bath) —� Contact Mitch Kalmar, 212 979 6400 ext 214 Color Scapaletto Style Custom Pattern Contact Manuf Stone Source W ^ Thickness 3/8" Color Custom Color Sherri Grantham , 303 394 2940 Style Gypsum , > � � T2 8 " x 16" Marbie Tile ( Unit Bath ) Grout Hydroment #H183 Alpine White - Epoxy Construction 100 % Wool , Multi- Level Cut & Loop TB5 6" H Tile Base w/ Bullnose Top Color G- 10 Bianco Lucido , — L(� w Manuf Stone Source Contact Mitch Kalmar, 212 979 6400 ext 214 Pad TBD Manuf Thickness � � z Style Solar Marble Contact Mark S Tveter, 212 752 9000 Style Grout Q � � Finish Scarpaletto STONE FLOORING Color To Match T10 Contact Mitch Kalmar, 212 979 6400 ext 214 00 Thickness 3/8" CPT5 Carpet, 12' Broadloom (Admin) Thickness To Match T10 � � O Q Grout Hydroment #H183 Alpine White - Epoxy S1 Stone Flooring (Unit Entry) Manuf Atlas Grout To Match T10 WT5 1 " x 2 " Mesh Mounted Limestone Fieid Tile ( Unit Master Bath) � O Contact Mitch Kalmar, 212 979 6400 ext 214 Manuf Galiegos Corporation Style Jaspe Contact Manuf Daltile �'�/ 0 ,-- _ Style Puma Buff Sandstone , Random Pattern Color TBD Style Ba� a Cream Split Face #TS50 L�■■ 0 Q � T3 16" x 16" Cut to 8 " x 16" Limestone Tile Unit Powder Rm Thickness Varies - 1 - 1 /2 " to 2- 1 /2" Construction Antron Le ac N lon T e 6 , 6 �� Thickness � � ) � ) 9 Y Y YP TB6 6 x 24 Tile Base w/ Bullnose Top Q � � Manuf Stone Source Grout Contact Bob Shalvey , 303 898 0653 Manuf Grout Hydroment #H163 Linen w " Style Ramon Yellow Medium Limestone Contact Dave Little , 970 926 3737 St le Arizona Tile Contact Jennifer Roberts , 303 668 3623 J wC � �R Finish Honed CPT6 Car et, Broadloom S a y G J �- P � p ) Color Marte Thickness 3/8" S2 12 " x 24" Stone Slab Flooring ( Lobby) Manuf Stark Thickness Emperador Bushhammered WT6 1 " x 4" Mosaic Marble (Spa) : " O O O - Grout Hydroment # H181 Sand Dune - Epoxy Manuf Rhodes Architectural Stone Style Convoy Grout Manuf Stone Source � U �/ Contact Mitch Kalmar, 212 979 6400 ext 214 Style Midnight Limestone Color Oasis Contact Style Bianco Dolomiti . � Finish 4 Point Stalk Construction Finish Polished - Q " � Kenley Graves , 303 917 7134 ..... .. � T4 Stone Mosaic Tile ( Unit Master Bath) Thickness 2 " Pad RUBBER BASE Thickness 3/8" W _ � Manuf Stone Source Grout Contact Donna Barklage , 212 752 9000 x 507 Grout Q — Style Opus White Mosaic Contact Janna Williamson , 206 709 3044 RB1 Rubber Base (Skate Shop) Contact Mitch Kalmar, 212 979 6400 x 214 � � � ; Size 12" x 12 " Sheet, Mesh Mounted RUBBER FLOORING Manuf �: :. . � Thickness 3/8" S3 12" x 48" Stone Slab Floorin Lobb WT7 16" x 32 " Limestone Tile S ecial Order Size Pool & RR - ..:. : : T g � Y) Color TBD � p ) � ) ,. J _ Grout Hydroment #H152 White - Epoxy Manuf Rhodes Architectural Stone RF1 Rubber Flooring (Skate Shop) Contact TBD Manuf Stone Source O ` Contact Mitch Kalmar, 212 979 6400 ext 214 Finish 4 Point St I kestone Style f Spalrtus „ Style Courtaud Limestone � „ „ �� RB2 4 Rubber Straight Base ( BOH ) Finish Honed � T5 12 x 12 Porcelain Tile (Speciai Order Size) ( Unit W/D) Thickness 2 Color #913 Charcoal Manuf Thickness 3/4" Manuf Stone Source Grout Size 27 " x 27" x 3/8" Color Johnsonite Grout ` Style Globe Contact Janna Williamson , 206 709 3044 Contact Dave Erteit , 800 526 5845 x 4808 Contact TBD (Charcoal Gray) Contact Mitch Kalmar, 212 979 6400 ext 214 ; Color Grey Matte � Thickness 3/8" S4 12" x 72" Stone Slab Floonng ( Lobby) RF2 Rubber Flooring (Service Elevator) STONE BASE WT8 4 " x 16 " Limestone Tile (Spa) ,,,. .. Grout Hydroment # H145 Mobe Pearl - Epoxy Manuf Rhodes Architectural Stone Manuf TBD Manuf Waterworks Contact Mitch Kalmar, 212 979 6400 ext 214 Style Midnight Limestone Style ( Per Spec 14240 Rubber tile 1 /8" Thick SB1 Limestone Slab Base ( Lobby & Elev Lobby) Style Keystone - Colombino � �-�-�-�- `°`�: ` `' ;: ::.:::::.:::�::;:. Finish 4 Point Stalk with 1 " diameter by 0 025 " high , raised Manuf Finish Honed >::;.;::::.>::: T6 8" x 16 " Cut from 16 " x 16 " T8 Limestone Tile S a Thickness 2 " circular attern Thickness 3/8" " '' � ) ( p ) p Style Rhodes Architectural Stone "" Manuf Waterworks Grout Color TBD Finish Midnight Limestone Grout ,. Style Keystone - Serena Contact Janna Wiiliamson , 206 709 3044 Contact Thickness Honed Contact Sherri Grantham , 303 394 2940 Finish Honed Grout 3/4" - Thickness 3/8" S5 Stone Slab (Lobby Grand Stair) RF3 Rubber Flooring with Intregal Riser and Tread Contact WT9 8 " x 16 " (Cut from 16" x 16" T8) Limestone Tile (Spa) "':' "::; :::° �;;: ;>:_.:> Grout Manuf Rhodes Architectural Stone Manuf TBD Janna Williamson , 206 709 3044 Manuf Waterworks • Contact Sherri Grantham , 303 394 2940 Style Midnight Limestone Style SB2 Limestone Slab Base ( Lobby) Style Keystone - Serena ��I��/E� �� Finish Lychee Color Manuf Finish Honed �U� 0 4 T7 4" x 16 " Limestone Tile (Spa) Thickness 3 " Contact Style Rhodes Architectural Stone Thickness 3/8" �Q�g Manuf Waterworks Grout Finish Midnight Limestone Grout ; . �� r�� Style Keystone - Colombino Contact Janna Williamson , 206 709 3044 ADDITIONAL FLOORING Thickness Coarse Adze Contact Sherri Grantham , 303 394 2940 Finish Honed Grout 3/4" � Thickness 3/8" S6 Stone Siab ( Lobby Grand Stair) SC Sealed Concrete Contact WT10 1 /2 " x 26 " (Cut to 16"L) Porcelain Tile (Spa) Grout Manuf RhodesArchitectural Stone Janna Williamson , 206 709 3044 Manuf Iris Ceramica � ` MASTER FINISH Contact Sherri Grantham , 303 394 2940 Style Midnight Limestone PED Walk Off Flooring SB3 Sandstone Slab Base ( Pool) Style Listello € ` ; Finis h Lyc hee Manu f Hen dric k Screen Manuf Co lor Broo k lin Bri dge L E G E N D T8 16 " x 16" Limestone Tile (Spa) Thickness 3/4" Style Profile Bar Style Rhodes Architectural Stone Thickness 3/8" . Manuf Waterworks Grout Color Satin Stainless Steel Finish Silk Road Grout Style Keystone - Serena Contact Janna Williamson , 206 709 3044 Contact Steve Lawson , 270 685 5138 Thickness Lychee Contact ` .:: _.: Finish Honed Grout � �� -- -° PLOTTED 3/13/2009 1 54 19 PM Thickness 3/8" S7 18" x 30" Stone Slab Flooring ( Pool) Contact WT11 3" x 6 " Porcelain Tile (Skate Shop Restroom) Grout Manuf Rhodes Architectural Stone Janna Williamson , 206 709 3044 Manuf Daltile cHK' D BY sB Contact Sherri Grantham , 303 394 2940 Jt�/�e Silk Road Style Rlttel� hOUSe SC� Uare ��" �':�""'"""' OO COPYRIGHT2008 BY DAVIS PARTNERSHIP P C , ARCHITECTS Finish Lychee Color Arctic White T9 1 " x 2 " Mosaic Porcelain Tile ( Bar Back & Public RR) Thickness 1 - 1 /2 " Thicknessr 5/16�� - SHEET NUMBER Manuf Arizona Tile Grout Grout 1 /8" �: :>:_ :::: , Style" Pietre D' Italia Contact Janna Wiiliamson , 206 709 3044 Contact Jennifer Roberts , 303 668 3623 Finish Flex Nero - Thickness 3/8" � ' Grout D P A PROJECT # 06232 45 I��a �� Kanlav (� � � \ � �� _ �."'�,-�–.. FINISH LEGEtVD ' ' WALL TILE, CONTINUED WALL PROTECTION COUNTERTOPS, CONTINUED METAL - WT12 5/8 " x 5/8 " Glass Mosaics (Pooi) WP1 Wall Protection (Spa BOH ) CW2 Solid Wood Counter Manuf Sicis Manuf Marlite FRP ( Fiberglass Reinforced Plastic) Manuf BDDW M1 Accent Screen (Spa) Style Murano Smalto Mosaics Style Symmetrix w/Sani-Coat Style Treetop Manuf Shimmerscreen r Colors Navy , #SC XMSNAVY Product #C100-G66 Species Claro Walnut Style 3/16" Round Size 12 " sq mesh mounted Color White Contact Finish Polished Nickei � �, � �.� � ,� ,� t� �� ,� �� Thickness 1 /8 Sizes 48 x 96� x 3/32 , 6 x 6 Scoring Pattern Contact 914 664 7500 Grout Custom Building Products #405 Midnight Blue Note Provide Corresponding Accessories GS1 Granite Slab Contact Sara Buck w/Capco 303 300 8212 in White Manuf TBD M2 Handrails/Brackets ( Lobby) Contact 800 377 1221 Style TBD Species WT13 6 " X 24 " Porcelain Tile (Pubiic RR) Finish TBD Finish Plated Oxidized Satin Bronze/O � I Rubbed Manuf Arizona Tile WP2 Wall Protection ( BOH ) Thickness Style Pietre D ' Italia Manuf C/S Acrovyn ( Fiberglass Reinforced Plastic) Contact M3 Ornamental Metal - Panel ( Lobby/Restaurant) 2301 BLAKE ST , STE #100 Color Nero Natural Style Product DENVER, co�ow�,�o ao2o5 303 861 8555 F 303 861 3027 Thickness 3/8" Product SS1 Solid Surface (Skate Shop) Species Plated Oxidized Satin Bronze/Oil Rubbed Grout Color Manuf Formica Finish 0225 MAIN STREET UNIT C101 Contact Kenle Graves , 303 917 7134 Size St le Si natures Contact EDWARDS , COLORAD081632 y y g 970 926 8960 F 970 926 8961 Contact Color #809 Smoke Ice WT14 1 " X 2 " Porcelain Tile ( Pubiic RR) Thickness 1 /2 " M4 Plated Oxidized Satin Bronze/Oil Rubbed Manuf Arizona Tile WOOD Contact Debrinne Ferguson , 209 296 3508 Style Pietre D ' Italia M5 Gun Blued Color Avorio Natural WDP1 Wood Panel SS2 Solid Surface (Skate Shop) Thickness 3/8" Species Rift-Sawn Cherry , Grade 1 Manuf 3Form M6 Satin Nickel Plated , Clear Coated Grout Style 3/4 " Thick , finished on all exposed sides Style Chroma Contact Kenley Graves , 303 917 7134 Finish Stain to match W1 Color Ghost Applied GENERAL NOTES Front Finish Renewable Matte WT15 6" X 24" Porcelain Tile ( Public RR) WDP2 Wood Panel Back Finish Ghost Applied A All Plain Sawn Cherry Wood Doors to be Stained to match W1 Finish Manuf Arizona Tile Species Rift Sawn White Oak , Grade 1 Thickness 1 " B Install all broadloom carpet in one pile direction Style Pietre D' Italia Style Refer to drawings for details Contact Lisa Larson , 303 523 5520 C Refer to elevations for tile and grout detail B Color Avorio Natural Finish Stain to match W3 D Slab Surfaces - Stone , Granite , Marble and Limestone - are all 3cm Thickness 3/8" CEILING thickness with Straight Profile Slight 1 / 16 " Eased Edges , and finished on all Grout WL1 Wood Lattice ( Lobby) exposed sides , contiguous (without seams) , U N O AR H ITE Contact Kenle Graves , 303 917 7134 Species Rift-Sawn Cher , Grade 1 WOOD CEILING E All Unit stairwa s to receive handrail er Finish Le end WHR1 er lan 1 Y rY Y p 9 , p p Style Refer to drawings for details Iocation / extent of finishes , typ WT16 1 " X 2 " Mosaic Porcelain Tile ( Public RR) Finish Stain to match W1 WC1 Wood Ceiling ( Units) G Paint finish Level 4 walls with ( 1 ) coat primer and (2 ) coats satin finish 1936 MONTAUK HIGHWAY Manuf Arizona Tile Wood Rift-Sawn Fir, Grade 1 H . Refer to finish lans for floor transition t es and locations BRIDGEHAMPTON , NY 11932 P YP 631 537 3555 F 631 537 0558 Style Pietre D' Italia WL2 Wood Lattice ( Pool) Style V-groove , T & G Construction J Refer the Pro�ect Manual Specifications for additional information on the G � I � r Flex Nerv S �.JCIrICJ TCak , Gia �iC 1 S �ce � W x 3�4 ThlcK PlanKs means ana metnoas � n wn �cn to � nsta �� eacn pro� ect ana coora � nate w�tn � 10 Cdwardo Villagc Dlvd , eu,e� o-�o�, ro oox o�o Thickness 3/8" Style Refer to drawings for details Finish Per approved arch sam le drawin s s ecifics Edwards , CO 81632 P 9 p 970 926 4151 Grout Finish Stain to match W2 w/ clear coat finish K All garage painted surfaces to be P7 Contact Kenley Graves , 303 917 7134 ISSUE/REVISION DATE No WM Wood Moulding REMARKS WT17 3 " x 6 " Glass Tile ( Pool) Species Plain -Sawn Cherry , Grade 1 WC1 PRICE ALTERNATE PERMITSET 2 � NOVOs Manuf Ann Sacks Style 10" H x 3/4" , finished on all exposed sides 1 Refer to finish plan and / or elevations for location and extent of finishes TOV PERMIT SET 05MAR09 Style �1letro ( Stright profile) Finish Stain to match W1 Wood Rift-Sawn White Oak , Grade 1 2 Wall finish column to read Field Tile / Accent Tile / Paint Finish Color White Cioud Style V-groove , T & G Construction above Refer to elevations for tile pattern " Finish Glossy WH1 Wood Hand Rail Size 6 "W x 3/4 " Thick Planks 3 Casework Column to read Cabinet Body and Door Finish / Countertop Grout Species Rift-Sawn Cherry , Grade 1 Finish Per approved arch sample Finish _ Contact Liz Keating , 303 982 931 1 Style Per Detail - 1 /AF18 01 , ADA Compliant w/ matte finish 4 Floor Finish Column to read Field Flooring / Accent Flooring Refer to Finish Stain to match W1 plan for clarification � WALL STONE WC2 Wood Ceiling 5 Finish all sides of soffit or Gyp Ceiling above , color listed in ceiling finish WH2 Wood Hand Rail Wood Teak, Grade 1 column of finish schedule Refer to ceiling plan for clarification WS1 Granite Drystack Stone ( Lobby and Units) Species Rift-Sawn White Oak , Grade 1 Finish Stain to match W2 6 Refer to drawing sheet AF1 11 Custom Elevator Cabs for custom wall , ' Manuf The Gallegos Corporation Style Per Detail - TBD , ADA Compliant Contact ceiling and floor finishes , specifications and applications Style Oklahoma Gold Finish Stain to match W1 7 Refer to elevator cab submittal for wail and ceiling finishes selected from Finish Rock Face PLASTER CEILING manufacturer standard options Size Medium Module , Random Lengths 8 Paint all stringers and handrails color P4 Thickness 4-5" MILLWORK PLSTC1 Integral Color Plaster Trowel 9 Wall base at floor level only ( not stairs or mid - landing) Contact Dave Little , 970 926 3737 x 110 Manuf Kern Plastering , Inc 10 Provide wall protection to 48" A F F WOOD CAB/NETS Product Veneer Plaster 11 Wall Finish Column to read Wall Finish / Tile Wall Finish Tile to be 39" �� (),� � WS2 Granite Drystack Stone (Lobby) Texture One coat 3/16" - 1 /4" clean , dry trowel to A F F ,,`�, ��..� Manuf The Gallegos Corporation MW1 Millwork Cabinets match architect's accepted sample 12 Refer to elevations for standard door and tenant entry typicals Refer to �" �,, Style Oklahoma Gold Wood Rift-Sawn Cherry Finish Diamond Imperial with colorant plans for extent of locations Finish W1 � Finish Rock Face Finish Stain to match W1 Color Match architect's accepted sampie 13 Provide 1 " frameless glass wall per plan and elevations COTT�rRl �H.��L � � � _�'I �', � Large Module , 12"W x 12 "-46" Contact Steve Kern , 970 390 3238 14 Provide backlit glass panel behind vertical wood timbers with horizontal �Q,� �� Size Random Lengths MW2 Millwork Cabinets wood lattice attached C,� �,a° � Thickness 6" Thick Wood Rift-Sawn Oak PLSTC2 Integral Color Plaster Trowel 15 Stone Column to be module stone veneer over backup surrounding �'� ..�.-�°�' � '� �' Contact Dave Little , 970 926 3737 x 110 Finish Stain to match W3 Manuf Kern Plastermg , Inc structural steel column (4) Piece steel top with timber wrap �``5 �� '�� N =,4 ` `,, a� Product Veneer Piaster 16 Provide Built-in wood bench per plan for location °"4�i �- � WS3 Granite Slab ( Unit Kitchen ) Texture One coat 3/16" - 1 /4" clean , dry trowel to 17 Provide ( 1 ) Coat Rod with ( 1 ) Shelf above each rod Refer to plan for Manuf Stone Source MW3 Millwork Cabinets match architect's accepted sample location / extent of finishes Style Jet Mist Granite Wood Teak Finish Diamond Imperial with colorant 18 Refer to Unit #302 elevations for typical material locations Refer to � Finish Honed , straight eased edge profile Finish Stain to match W2 Color Match architect's accepted sample enlarged pians and/or elevations for extent of finishes on all exposed sides Contact Steve Kern , 970 390 3238 19 Finishes to be determined as part of separate tenant finish package Thickness 2cm 20 Provide additional layer of 5/8 " Gyp Board in ceiling to meet NC-25 Criteria Grout PLASTIC LAMINATE PLSTC3 Integral Color Plaster Trowel established by DLA Report Contact Mitch Kalmar, 212 979 6400 x 214 Manuf Kern Plastering , Inc U PL1 Plastic Laminate Casework Product Veneer Plaster � WS4 White Yule Marble Panels ( Lobby/PF) Manuf Wilsonart Texture One coat 3/ 16 " - 1 /4" clean , dry trowel to J Manuf The Gallegos Corporation Style match architect's accepted sample W „ Finish Split Face Surface with Pistol Cut Color Finish Diamond Imperial with colorant \ � �/ Grooves , Natural Quarried Pattern Contact Sheila Culkin Color Match architect's accepted sample ! � W Vertical Orientation Contact Steve Kern , 970 390 3238 Thickness 3"-4" x Largest Available H & W COUNTERTOPS � � z Contact Dave Little , 970 926 3737 x 110 PLSTC4 Light Hand Troweled Drywali Finish w/ Paint � � � CS1 Granite Slab ( Unit Kitchen) Manuf � > O WS5 Sandstone Slabs ( Lobby) Manuf Stone Source Color TBD � � O Manuf The Gallegos Corporation Style Jet Mist Granite Finish TBD O Q � _ Style Colorado Buff Sandstone Finish Honed Contact TBD � Q Finish Honed Thickness 3cm Q � Sizes Refer to Elevations for Panel Sizes Contact Mitch Kalmar, 212 979 6400 ext 214 Q Q � � � Thickness ACOUSTICAL CEILING � W O (�,� �� Contact Dave Little , 970 926 3737 x 110 CS2 Marble Slab ( Unit Master Bath ) � J � Manuf Stone Source AC1 Manuf Pyrok Inc O O O - WS6 Granite Drystack Stone ( Pool) Style Manhattan Calacatta Marble Product StarSilent �— U � Manuf The Gallegos Corporation Finish Polished Assembly 3/4 " Thick StarSilent --- over 1 1 /2 " Mtl Stu � s � � � (n Style Carioca Gold Thickness 3cm & 7/8 " Hat Channels ( by others) ., � Finish Contact Mitch Kalmar, 212 979 6400 ext 214 Finish Hand Trowel Applied Smooth Plaster . � J Sizes 5" H x 3" Thick Color Custom per Architect's sample (TBD) W — � Len4ths 18" L 24" L 30" L & 36"L Random Installation CS3 Limestone Slab ( Unit Bath) Contact 914 277 5135 � � Per Approved Supplier Mock-up Manuf Stone Source ». � � � Contact Dave Little , 970 926 3737 x 110 Style Cohare Limestone AC2 Manuf BASWAphon � � Q ` Finish Honed Product Classic System J WS7 Drystack Stone ( Unit 503UL) Thickness 3cm Assembly 1 " Panel & 1 /4 " Plaster Finish on � �. ;:;: ,:1;.. Q Manuf The Gallegos Corporation Contact Mitch Kalmar, 212 979 6400 ext 214 2 1 /2 " Mtl Studs (by others) , � � Style Colorado Buff Split Face Finish Troweled and Spray Applied Coatings Finish Rock Face CS4 Granite Slab (Spa Treatment) Color Custom per Architect's sample (TBD) ..... Size Manuf Stone Source Contact Lee Seaman , 303 696 8960 �t:: ° _:: Thickness 4-5" Style Urugano -� - Contact Dave Little , 970 926 3737 x 110 Finish Honed ADDITIONAL CEILINGS ;'' <' Thickness 3cm WS8 Drystack Stone ( Unit 503LL) Contact Mitch Kalmar, 212 979 6400 ext 214 GYP Painted Gypsum Board Ceiling / Soffit Manuf The Gallegos Corporation Style Colorado Buff Stained Face CS5 Limestone Slab (Lobby & Bar) EXP Exposed to Structure Finish Rock Face Manuf Rhodes Architectural Stone " Size Style Midnight Limestone Thickness 4-5" Finish Honed MISCELLANEOUS Contact Dave Little , 970 926 3737 x 110 Thickness 3/4" Contact Janna Wiliiamson , 206 709 3044 G1 1 " Tempered Glass WS9 Drystack Stone ( Unit 602) Style TBD �� Manuf The Gallegos Corporation CS6 Granite Slab ( Bar) Contact TBD Style Texas Shell Stone Manuf � � � .�u� 0 4 ?Q�� Finish Rock Face Style Basalt W1 Wood Stam Finish on Cherry Wood �-� Size Finish Polished Stain Custom cedar per Architect's sample (TBD) � � ��68t �� Thickness 4-5" Thickness 3cm : ' Contact Dave Little , 970 926 3737 x 110 Contact W2 Wood Stain Finish on Teak Wood Stain Custom per Architect's sample (TBD) WS10 Drystack Stone (Unit 502) cs7 Limestone Slab MASTE R F I N I S H Manuf The Gallegos Corporation Manuf Stone Source W3 Wood Stain Finish on Oak Wood `-- � Style Colorado BuffStrip Stone Style TBD Stain Custom Light perArchitect's sample (TBD) LEGEND Finish Rock Face Finish Honed Size Thickness 3cm W4 Wood Stain Finish on Oak Wood Thickness 4-5" Contact Mitch Kalmar, 212 979 6400 ext 214 Stain Custom Dark per Architect's sample (TBD) P �orrE � 3/13/2009 1 54 20 PM Contact Dave Little , 970 926 3737 x 110 CW1 Wood Counter TP1 Toilet Partition cHK' D BY s6 Manuf TBD Manuf Hadrian St�IIe TBD St�IIe StalrlleSS SteEI : OO COPYRIGHT2008 BY DAVIS PARTNERSHIP P C , ARCHITECTS Finish TBD COIOf TBD � � SHEET NUMBER Contact Contact . MFR Manufacturer Provided Product � ■ ` D P A PROJECT # 06232 45 � 8 FLOOR PLAN KEYNOTES #O GENERAL SHEET NOTES - i �� 30" x 48" CLEAR FLOOR SPACE O TOILET 7' - 5 1 /8" 3 5/8" 7' - 6 1 /4" A GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS AND _..._ _ _____ �. _ . _.._.__._..._.. ._.__ � _ ___� . __ _ _ DIMENSIONS - r - - � _ .. _......,._ _ _ - - - - - - - - = - D . � � 60" x 60" T-SHAPED SPACE � 60" DIA TURNING RADIUS � 2 LAVATORY � I � - O B DO NOT SCALE DRAWINGS IF CRITICAL DIMENSIONS DO NOTAPPEAR ON THE I � • DRAWINGS , NOTIFYARCHITECT - O P-TRAP COVER 3' - 2 1 /8" � 6' - 5 1 /4" � , � I � �� - - - - � � - - - - - � _ _ _ _ _ _ ` � C IF DISCREPANCIES OCCUR BETWEEN DRAWINGS OR BETWEEN THE ' r � ' M DRAWINGS AND THE SPECIFICATIONS , NOTIFY THE ARCHITECT FOR 6' - 5 1 /4" � 60" x 60" T-SHAPED SPACE ', / _ � � � � � � � . , „ r I � I I � � � i O FAUCET RESOLUTION � � Arch � t ts � � - 5 - 10 1 /2 � 30" x 48" CLEAR FLOOR SPACE - � � r I 2 \ � - I I - � 7 I � � 5 SHOWERHEAD D ALL PLAN DIMENSIONS LOCATING INTERIOR GYPSUM BOARD PARTITIONS ARE � � I N �- � N — , ,—, E O TO FACE OF STUD 3 - 8 3/4 E ALL WALL-MOUNTED CASEWORK, MILLWORK, HARDWARE, EQUIPMENT, ETC , _ _ _ ._.., . ., _ _ _ ._.._._...._ � 10 `� , . � 4 � ' � A8 04 � I I � \' 30" x 48" CLEAR FLOOR SPACE i � A8 04 I 1 I I 6 SHOWER CONTROLS i • � I � O SHALL BE ANCHORED TO METAL STRAPPING BETWEEN STUDS, U N O � 5 2 � �� ch � l I ` 3 5 7�$ I 6 � I L 3 � 9 J c� 70 HAND HELD SHOWER F FOR ALL FINISHES REFER TO ROOM FINISH SCHEDULE AND A4 01 AND A4 02 L _ _ _ _ _ g € � 3 , � - � - - - -3' - 0"� 1 ' - 7 7/8" < 1 ' - 7 7/8" � � - - - - - - �- -� Zo FOR MASTER FINISH LEGEND 2301 BLAKE ST , STE #100 � � �T � , I I O DENVER , COLORADO 80205 3 \ � � _ / _ _ _ _ I � ADA UNISEX 8 DRINKING FOUNTAIN G PROVIDE 20 GAUGE METAL BACKING IN GPYSUM BOARD PARTITIONS FOR 303 861 8555 F 303 861 3027 5 3 I � � ADA UNISEX � � 5�8 Ii TOILET I � 3 ANCHORING CORNER GUARDS , CASEWORK, EQUIPMENT, DOOR STOPS , AND I 13 0 9 �� _ � TOILET 'r I I 90 FLOOR DRAIN OTHER SIMILAR ITEMS 0225 MAIN STREET UNIT C101 4 � � A8 04 SI \ � � O � � � 3 5 2 � � � I � 352A � � I EDWARDS , COLORADO 81632 4 H R E F E R T O E Q U I P M E N T C U T S H E E T S F O R C O O R D I N A T I O N O F P O W E R N E E D S 970 926 8960 F 970 926 8961 � � � \ � I , IL - _ _ _ _ � J 10 HOSE BIB AND REQUIREMENTS � � � O C � - - - � - - - - T 2 J ALL DRAINS ARE TO BE 2-STAGE DRAINS AND ACCOMODATE HOT-FLUID � � ` - � - 11 PROVIDE WATER LINE FOR FUTURE DRINKING WATER DISPENSER APPLIED WATERPROOFING � � � � 30" x 48" CLEAR FLOOR SPACE O � '' ` , , , � I �� O K ALL METAL WITHIN 5'-0" OF POOL TO BE BONDED AND/OR GROUNDED . . .. , . . . ,�.,F , �-- " 12 PROVIDE FLOOR SLOT DRAIN �` -� � �-_ `�� - " �` � � � � � �� _��W - �`4Y � — � � �" ""�� - _��"�_ „ � W�" � �W �' �� °Y _ L THE PARTITION TYPES CALLED OUT ON THE DRAWINGS ARE UNIQUE TO THIS F 13 MOP SINK SET AND DO NOT COORDINATE WITH ARCH CORE AND SHELL PARTITION �� ._ - � , . . O I TYPES RE A / 901 14 COMBO SHOWER AND EYEWASH STATION 3 ENLAR ED CONST . PLAN - ADA UNISEX SHOWER ALCOVE ENLARGED CONST . PLAN - ADA UNISEX TOILETS 352 , 352A 15 POWER, CABLE , ANDDATAFLOOROUTLET 1 /2 " = 1 '-0" 2 1 /2 " = 1 '-0" O 16 POWER, CABLE , DATA, AND VOICE WALL OUTLET 17 DUCTWORK TO UNDER-FLOOR SPACE � H T T 5 6 7 V 9 10 � 2 13 BR DGEOHAMPTONGNY 1932 . 631 537 3555 F 631 537 0558 �i.. # • �''�,>�„ - � , � ^ � „ �, ; � z� �E , - ° -_ ± � £ - . -• - - __ _ . _ __ _ _ _ _ _ _ _ _ _ _ . _ _ _ - - v „ ; '� a , : ", £ 40 Cdvrarda Villayc Dlv �.l � 3uilc D-20P� PO 8�,� 07� — — — — — — — — — — — — — — — — — _ _ . . •. , � � 1632 .: ; — —,..�...,,. ....... .......................... .....� ...,,.. ::. Y — — — •�-' �„ �............. =" ` ` + ' , 970 926 41 0 8 � � � � I ; . _� . — — ' � — �;.- ' : , : . � ;� I ' . f, � � ' . �,w A� ISSUE/REVISION DATE NO �. 3 , � � � P7 10 1 ` � . `. A'.*�`�, t PERMIT SET 21 NOV08 ' '`� `, � ` TOV PERMIT SET 05MAR09 � � � � � I � w. 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E j' : ♦'\ �• ! :::: A � ' ~' } ` PLOTTED 3/13/2009 1 54 39 PM - � . r r �`''� - � . ` � . s � � - CHK' D BY SB � P O O L D E C K L E V E L S L O P E P LA N OO COPYRIGHT 2008 BY DAVIS PARTNERSHIP P C ARCHITECTS 4 = 1 '-0" SHEET NUMBER � (ALL PLANS THIS PAGE) � D P A PROJECT # 06232 45 REFLECTED CEILING PLAN KEYNOTES � continued REFLECTED CEILING PLAN KEYNOTES � GENERAL SHEET NOTES �,pq � ; q9P g��,, , ,, 3� � � 3 ; � �,< < � � ; > a >a>. , > ; > > >>, , • 3 1 /2" VERTICAL LIGHT BREAK @ STONE VENEER WITH RECESSED is LINEAR FLUORESCENT WALL WASH FIXTURE � LED FIXTURE DOWNLIGHTING BREAK BOTTOM OF BREAK 6" ABOVE A DO NOT SCALE DRAWINGS IF CRITICAL DIMENSIONS DO NOT APPEAR FINISHED DECK FLOOR ON THE DRAWINGS , NOTIFY ARCHITECT . 1s RECESSED LINEAR SLOT FOR DIFFUSERS 20 RECESSED VERTICAL SLOT FOR DIFFUSERS B CONTRACTOR TO VERIFY EXISTING CONDITIONS RECESSED SLOT FOR SIDE MOUNTED LINE LIGHTING, LINEAR FIXTURE C REFER TO MEP CONSULTANT DRAWINGS FOR ADDITIONAL INFORMATION 2o THROUGH WALL DUCT WITH FIRE DAMPER TO SUPPLY AIR TO POOL O WITH 5 DEGREE BEAM SPREAD TO ILLUMINATE WATER FEATURE ' D REFER TO ELECTRICAL PLANS FOR SPECIFICATIONS ON LIGHT FIXTURES i POOL BARREL VAULT TO BE 3/4" PYROCK STARSILENT ON 21 O FIXTURES TO BE COMPATIBLE WITH CURVED CEILING E ALL AIR DIFFUSERS , RETURN AIR GRILLS AND THE LIKE ARE SHOWN ON � � � Ar� hi t l.� � ARMSTRONG CEILING GRID SYSTEM, CUSTOM COLORED ARCHITECTURAL REFLECTED CEILING PLANS FOR REFERENCE AND ORECESSED LIGHTING COVE WITH LED WALL WASH FIXTURE DIRECTED AT PLACEMENT IN CEILING REFER TO MECHANICAL DRAWINGS FOR ACTUAL CEILING, TYPICAL QUANTITIES COORDINATE WITH ELECTRICAL AND MECHANICAL NOTIFY OARCHITECT OF CONFLICTS s NOT USED F CONTRACTOR TO PROVIDE ACCESS PANELS AS REQUIRED BY MECHANICAL I ENGINEER CONTRACTOR TO COORDINATE LOCATIONS AND QUANTITY WITH REFLECTED CEILING PLAN LEGEND O WALL MOUNTED SCONCE ARCHITECT AND CONSULTANTS PRIOR TO CONSTRUCTION CONTRACTOR TO FIELD VERIFY LOCATIONS WITH ARCHITECT 2301 BLAKE ST , STE #100 , DENVER, COLORADO 80205 � s RECESSED MOUNTED DOWNLIGHT G ALL LOCATIONS OF EXIT SIGNS , SPEAKERS, SMOKE AND FIRE DETECTION 303 861 8555 F 303 861 3027 EQUIPMENT AND THE LIKE, SHALL BE REVIEWED WITH THE ARCHITECT GYPSUM BOARD CEILING, EXCEPT WHERE s0 SURFACE MOUNTED DOWNLIGHT PRIOR TO INSTALLATION 0225 MAIN STREET UNIT C101 NOTED OTHERWISE H REFER TO SHEET SERIES A4 01 AND A4 02 FOR THE MASTER FINISH EDWARDS , COLORADO 81632 � o RECESSED MOUNTED DOWNLIGHT AT WOOD SOFFIT LEGEND FOR FINISH SPECIFICATIONS 970 926 8960 F 970 926 8961 ; 9'-0" CEILING HEIGHT INDICATOR J WALLS AND CEILINGS SHALL BE PAINT FINISH ON TEXTURED DRYWALL, U N O ' 11 2X4 SURFACE MOUNTED FLUORESCENT FIXTURE K ALL AIR DIFFUSERS , RETURN AIR GRILLS AND THE LIKE SHALL BE PAINTED TO i LINEAR SLOT DIFFUSER MATCH THE ADJACENT CEILING FINISH 12 SURFACE MOUNTED DOWNLIGHT L PROVIDE 20 GAUGE METAL BACKING IN GYPSUM BOARD PARTITIONS FOR ANCHORING WALL SCONCES � � ACCESS PANEL 13 COVE LIGHTING M HVAC SYSTEM'S HUMIDITY LEVEL FOR POOL AREA TO BE DESIGNED TO OPERATE AT A MAXIMUM LEVEL OF 50% 14 UL WET APPROVED RECESSED DOWNLIGHT 15 TEAK BOX BEAMS AT CEILING � s PROVIDE LUTRON DIMMER LOCATED WITHIN 44"-48" A F F B � � 7 RECESSED LINEAR FLUORESCENT LENSED FIXTURE AR HITE T � 1936 MONTAUK HIGHWAY BRIDGEHAMPTON , NY 11932 631 537 3555 F 631 537 0558 210 Edwards Village Blvd , Suite D-207, PO Box 878 5 6 7 8 9 10 12 13 Edwards, � o $, 632 ' a� o^ 070 0�6 4161 ' , � � � z . � � t . 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I I t � � � � Archit ts � i 2301 BLAKE ST , STE #100 DENVER, COLORADO 80205 303 861 8555 F 303 861 3027 �; 0225 MAIN STREET UNIT C101 � EDWARDS , COLORADO 81632 970 926 8960 F 970 926 8961 , � i i D � LEVEL 4 BA R a a a a o a < � �� o a a a a Q a a a d a a o a oa a a - d a � o Q a ° d a Q ° a a Q 1 1 l - l � � - - � � - - AR HITE � _ _ � 1936 MONTAUK HIGHWAY � ,�< � BRIDGEHAMPTON , NY 11932 - • - , - . % 631 537 3555 F 631 537 0558 � � \ _ _ 210 Edwards Village Blvd , Swte D-207, PO Box 878 Edwards CO 81632 - - � � � 970 926 4151 \ ISSUE/REVISION DATE NO T � SOFFIT ' - � " ' ` - ' PERMIT SET 21 NOV08 � � � f � TOV PERMIT SET 05MAR09 " A � \ _ ' �T -- — _ _ , _ _ \ � � WATER FEATURE LEDGE � WITH V GROOVED WEIR � , - - � J 1 J 1 1 1 _ � � —� _ ----1__ _ I-- -- � � � , � � � � . � - _ � , � 1 l l - � l l l l . _ � . � � 1 � . � � � � � � �F ��. �a . . � _ � � < < _ Pn� i nFCK � T — � _ ' _ _ � — — — — STRUCT SLAB � , "� a a a � a a a l — l — 1 � a — a a a �., a a — — : , T � 125' - 5 1 /4" TT Ev� lGFia�EL � �- i� �i�lt�� . � ��'� � �.L, I � �� lf�.+r � � . 1 � 1 1 � `�`��°� �a, ��'� , , � �. \� 1 1 1 _ a � � _ _ _ _ _ _ f _ _ _ _ _ _ HOT TUB DECK 121 ' - 8 1 /2" 2 WEST ELEVATION 1 /2 " = 1 '-0" U J J W � � ti � - � W � � Z � � � D E � � O � � 00 � " LEVEL 4 � � � �.._... .� _ _ .. _ ,._.._ __ __�__»>_� _� .._«_._ _� __� _�___ __...__._._�_»._«_� __«<_.�__ _ ._____ � . _ r.�. _-.- _ _ _ __ � . � _ � __._ .._�_._ _ .. _ _ .._ _ ,___ .� . _. _ � _ ___ � _ _ _ __ _.. _ _ .._ . � _ _ _ __ _ _ _ __ . ,.____..... .._._._«...« _ .� __ _ _ _ _ _ _, _,_..,.. .�.._.«< <_«<_ , 138 6 � _ E I I � W O W , ' - � � � , = o _ r � o 0 � � � � � (n tn U oC � �j : � ( � . _ l ' _ - - � � � i � � / � 3 � � ^ 3 V � i � � � � � � € // � / � . � � - t � � [ ,� , ' o �� ' i i tl� , , , . , , , � � 3 � ' � ,' EQ EQ I I 3 � . / / � / , 3 / 3 • � \\ . i \ • i \ � \ �. ? \ I I \ ' 3 \\ O O I � i i i � i t ? � � M , Cfl i ! \ .. � � LEVEL 3 FINISH FLOOR � � 00 127' - 3„ >E , \� C j � � ` I � LEVEL 3 ��6� ` M �� ° a � a o ° 127' - 0�� w � � 4 _�. . � \\ . \ �\ . . , �� o�eA , . a 4 Q � — = STRUCT SLAB e�� '�� —� 125 - 5 1 /4 � a a a a a a a . �' 0 � � � � - � : � � � POOL ELEVATIONS i i _ _ � _ _ HOT TUB DECK PLOTTED 3/13/2009 1 55 05 PM = 121 ' - 8 1 /2" CHK' D BY SB OO COPYRIGHT2008 BY DAVIS PARTNERSHIP P C ARCHITECTS EASTE L EVAT I O N SHEET NUMBER - � 1 /2" = 1 '-0" ■ . D P A PROJECT # 06232 45 /� < _ "__��.._""'"'�.. �R�� > > t ?�go ogoeneo vg� g pjo o�� t�t�9q 3neeee3� � � � i iP ;,, � � ; >:..,:, � � � � s,>p; � 1 � I J � � � ,' � r� � '� � t5 i I 2301 BLAKE ST , STE #100 DENVER, COLORADO 80205 303 861 8555 F 303 861 3027 0225 MAIN STREET UNIT C101 EDWARDS , COLORADO 81632 I 970 926 8960 F 970 926 8961 � � i AR HITE T � 1936 MONTAUK HIGHWAY I' BRIDGEHAMPTON , NY 11932 � 631 537 3555 F 631 537 0558 210 Edwards Village Blvd , Suite D-207, PO Box 878 Edwordo , CO 81632 970 926 4151 ISSUE/REVISION DATE NO PERMIT SET 21 NOV08 TOV PERMIT SET 05MAR09 . E D i i o� Q� � . . . . . , . , . . � � - `�� • �� X , � i S � � t � � . . . . . . � A A , . . SC(iTTT� �ui1C6�i��L � _ , , °°r .y�,. � ��1lh� ! ,� � � �,.e 2t��,� c.� P� e �� ,,�`r �f � � t , � \ � � U , L ��.: ,f� '��j� ` ' \ N ya. ' O°` < , , , � � � � � � , - � , , , , .. , \ ` NU � � ' % TF}- , \ � i , � i \ : � � , _ - � U � � J � , ' J , , , , �, , � W , � , � , , . � � � � � , LEVEL 3 FINISH FLOOR / LEVEL 3 FINISH FLOOR � , � � . ' '� 127' — 3" 127' — 3" � � - ' � ' � ' I I � � C� . _ . , . Z _ _ � _ _ _ _ � _ _ _ _ LEVEL 3 _ � LEVEL 3 � � 6 127' - 0" — — — — — — — / 127' - 0" � > IA13 01 ° � O O — — � — — — — � — — — Pnnl nFCK P (�(�I nFC;K O — — — — — — STRUCT SLAB — — — � — — — — — I — — — — — — STRUCT SLAB � Q � � - - - - - - � 125' - 5 1 /4" — — — — — — — — — — — — — — — — — — 125' - 5 1 /4" � � � Q Q � � � J wp w �� PASSAGEWAY - 348 - SOUTH ELEVATION PASSAGEWAY - 348 - WEST ELEVATION � -� � O O O 4 1 /2 " = 1 '-0" 2 1 /2" = 1 '-0" �- � (� c,� U � Q � � W J C� � Q - D E � � � � Q - J 0 I I � . � _, , . i � . , , , , , � i � , . ' , : , i � i � . , i � i � . . � � . . , . , i � � , i � � . . i � i � i � , � � , , i � , � � i � , . . , � , . � i � ,. 0 � � j . ��I � FJ !! �� ' . JU;�� 0 4 2Q�9 � \ ' . � � � � � � � � � � � � � . � � � � . � _, . ` , �� a�� , � , � , , � ,, � � M � , ' - - � - ' - ' - - � PASSAGEWAY LEVEL 3 FINISH FLOOR � , LEVEL 3 FINISH FLOOR , . � . , - � . � . � � , ; � , �� - 3�� , � , - � , � . . . � . , . 127� - 3�� ELEVATIONS _ , , . , - . � , . , , , . 1 ' .. a — J — � � '� — — — — — — — — LEVEL 3 — — — — — — — — — — — — — — — — LEVEL 3 , , ° " ' 127' — 0" 127' — p" . . . - , : 6 , . ' .° ' ° 13 01 � � PL OTTED 3/13/2009 1 55 15 PM ' � � ' ' � � � Pnnl I� FCK Pnnl I�FCK — — — — — — — — — — — STRUCT SLAB — — — — — — — — — — — — — STRUCT SLAB — — � — - - — — - - - � — — — — 125' - 51 /4" — — — — — — — — — — — — — — — — — — 125' - 51 /4" CHK' DBY SB OO COPYRIGHT 2008 BY DAVIS PARTNERSHIP P C ARCHITECTS SHEET NUMBER _ 3 PASSAGEWAY - 348 - NORTH ELEVATION � PASSAGEWAY - 348 - EAST ELEVATION 1 /2 " = 1 '-0" 1 /2 " = 1 '-0" ■ - D P A PROJECT # 06232 45 I (� 1J �i� 3�`�. ��y�r7 3'°�,'��d, }� � � �g�� °9BE,1 NOTE REFER TO SHEET GO 3 FOR EQUIPMENT MOUNTING HEIGHTS AND ; � ACCESSIBILITY INFORMATION � � � � i"C �ll � t� � 2301 BLAKE ST , STE #100 DENVER, COLORADO 80205 303 861 8555 F 303 861 3027 � 0225 MAIN STREET UNIT C101 , EDWARDS , COLORADO 81632 970 926 8960 F 970 926 8961 I BARNE � � AR HI TE T � \ � � f \ 1936 MONTAUK HIGHWAY � - - BRIDGEHAMPTON , NY 11932 � � � _ � _ _ 631 537 3555 F 631 537 0558 , — 210 Edwards Village Blvd , Suite D-207, PO Box 878 Edwards, CO 81632 ' ' ' y (U91b4151 1 ' - 9 3/4" l l l ISSUE/REVISION DATE NO � PERMIT SET 21 NOV08 , TOV PERMIT SET 05MAR09 8 T T 130 1 J 1 � _ � � 1 ' - 0" � � N T � � � l 1 l � N ``' HOSE BIB � ' � , ' ' � POOL DECK POOL DECK POOL DECK 125' - 7 3/4" 125' - 7 3/4" 125' - 7 3/4" � �� y � _ _ SHOWER ALCOVE - EAST WALL ,� ,.��L � 11 SHOWER ALCOVE WEST WALL � o SHOWER ALCOVE SOUTH WALL 9 �C�� 1 /2 " = 1 '-0" 1 /2 " = 1 '-0" 1 /2" = 1 '-0° � �3�'�'� �! ��3�� s� �� g� . 8 $ �� o°t E E � 5 1 /2" I 5 1 /2�� U J , � J i - - - � � W .. i i - - r � t` � � }r� � � �i.� � ��- HAN D z f-` - DRYER Q � � � � r - -- - RE GO 3 � 1 ' - 51 /4" �f - - - - - � � � SANITARY NAPKIN ; - - - -� -- � � � O O DISPOSAL - - - - O Q I RE GO 3 �� Q � � � - - - - - Q � ' _ Q � � i , � � -_- - - - � Q 53/4" 1 ' - 11 ° ° � _ _ �_ M , - --�_ - - - � � O W � T P DISPENSER _ __ - �z-- - � � � � I RE GO 3 � � O O O " . • . • � ° , . � � � - . � • � U � . 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D P A PROJECT # 06232 45 5 1 ( i" '� B ' ?4��f° ��31 , �� ; �� PEg 33R 13 12 LEVEL 4 — .. — — � - — -- _ – — —T-- — - — - — — — — — � — � — — — — — 138 - 6 .. . ., , - . ...._ __ _ ,_ _ _ __.__ _ _ ____ _ . __ _ _ _ __ ___ __ _. ___ � __ _ ._ _ _ ._ _ __ __ ____ ___ __ .... ,...._ ___ __ _._.� . _� __ __ ,_..__.... __ _ __ ______.....____ _ _ _ _ _ _ _..... __ _ _ _ ...._ _ � _,_ W....._ ___ _ ___ ._ _ ______._ .. __ . . ..__ _ _.. ._ ._ _ _ _ _ _ _ _ _ _ _ _ _ _ _. __ __ _ .._ _ _ _. _ _ .. . _ .. _ . __ _ � � ,. _ _ _ _ _ , � _ � . � � � � Ar� hit ts ' i � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � ( � � � � � � ' I 2301 BLAKE ST , STE #100 DENVER, COLORADO 80205 � � 303 861 8555 F 303 861 3027 ' i 0225 MAIN STREET UNIT C101 MIRROR EDWARDS , COLORADO 81632 MIRROR 970 926 8960 F 970 926 8961 � � � i � � � / \ / / \ � / \ I I � I � � � ARNE ! � � . i � � i � i ; _ � ' A E T � � - � R HIT LEVEL 3 FINISH FLOOR L127' - 3" — — — 127' - 0" STONE � 1936 MONTAUK HIGHWAY BRIDGEHAMPTON , NY 11932 FLUSH WOOD PANEL 631 537 3555 F 631 537 0558 � F I T N E S S - S O U T H WAL LS E L EVAT I O N 210 Edwards Village Blvd , Suite D-207, Po BoX 8�8 1 /� 11 = � '-01' Frl�niarAe (` Cl R1R'�7 970 926 4151 ISSUE/REVISION DATE NO PERMIT SET 21 NOVOS TOV PERMIT SET 05MAR09 3 4 10 1 10 1 B B 5 — — — — — — T — — — • T _ . . — — — — LEVEL 4 — — — — — — — — ._ — — — — — _ _ LEVEL 4 ' ' " 138' - 6" ` 138' - 6" �; ;� - , E € I � � I � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � 1 b � � � � � � � � � � � � � � � � ( 7 � � � � � � � � � � � � � � � � � � � � I � I � � � � � � � � I � � � I � � � I � I � � � � � � � ( � � � � ` I � i / \ / \ ' / \ � {; �C � I / \ � � � / � � , � � � / \ � � ' / \ SCOTT �.� I� I°�AEI. � � � s , , ' � � t / \ `E� � ��li �!!� � � � �I ° � �� a� �� ' ` I , � i / \ � } � �� .,.,.„,,,...r.� ,,.�;�+'�. f � i � t g 'f 4ti� ��.�0 / � I � i n� .$� "�'� � i � ; .r Q i � } � t i � ; i � Ii � � � > ` � � � � � � � � � � i � ' , ' � / � � u u � ' ' � ; , , , , � � ; \ � � � � ; i � , ; � ` 6 ' / ' V � - � � � � o J , , � J , , , W � � „ ' LEVEL 3 FINISH FLOOR � LEVEL 3 FINISH FLOOR �/ _ L127' - 3" � 127' - 3" > � IJ� 127' - 0" 127' - 0" � � W L.L_ C� z � � � FITNESS - WEST WALLS ELEVATION FITNESS - EAST WALLS ELEVATION Cn � o 0 3 1 /2" = 1 '-0" 2 1 /2 " = 1 '-0" O Q � - � 0 � �"' Q Q � � _ 3 � W O W ,_ 10 1 � J 0.. 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HOT APPLIED WATERPROOFING / � ' � � I � TO CONTINUE 3' MIN ABOVE EXISTING WALL, RE , , f � FINISH FLOOR GYPSUM BOARD ARCH CORE AND SHELL ` � � � DRAWINGS , , ; ; � ' , ; CONCRETE CURB � � ; � I � f ' I HANDRAIL � � ; ; : , s ; TEAK FLOORING AT RAISED DECK WOOD BASE WB-1 SANDSTONE BASE �� 9 �� F�� GLASS MAT GYPSUM TILE ; i > � a ,� BACKER � E E . i ' � , TEAK WOOD FLOORING STONE FLOORING � �� V O 4 �Q�� GALVANIZED METAL TEAK WOOD FLOORING , ! , ' STUDS RAMP WITH STONE FINISH I L �T - - � LIMESTONE VENEER LEVEL 3 FINISH FLOOR � 5 LEVEL 3 FINISH FLOOR � T LEVEL 3 FINISH FLOOR �� '�;�� 127' - 3" 13 13 ° 127' - 3" �n � 127' - 3" HOT APPLIED E j ` E � � � _.. � WATERPROOFING TO � ' > LEVEL 3 ' „� � a LEVEL 3 ' '� LEVEL 3 EXTEND 3' MIN ABOVE v � . 127' - 0" � ° °a � aa o a 127' - 0" a � < 127' - 0" FINISH FLOOR N • � � � a � a d d , � a a ° a a Q 3 ; STONE FLOOR � _ �. _.� . __ w __ _ � . _�_ �__ W _ __ _,_ . � . 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DENVER, COLORADO 80205 � � �� '` 303 861 8555 F 303 861 3027 / \ __.� . / � 0225 MAIN STREET UNIT C101 EDWARDS , COLORADO 81632 � � +f 970 926 8960 F 970 926 8961 / \ 1 /4�� 3/4" 3 5/8" / \ / \ � 4 TEAK CABI N ET - PLAN DETAI L 2 �, ` ' 3 = 1 -0 � � / ' �, � / 3/4" SOLID TEAK FILL PIECE , � / TEAK SLAT WALL FIELD VERIFY, CUT TO FIT � / 3/4" � / WOOD BLOCKING 1 1 /2" 1 " 4" FRONT FACE OF TEAK CABINET , , = B �. \ / M \ \ / / _ - � , � N � M � �� f� �� f�� A R H � T E T „ . _ _ { „ _ . , � / � M � 1936 MONTAUK HIGHWAY / � "' `" o BRIDGEHAMPTON , NY 11932 / � M � 631 537 3555 F 631 537 0558 � � , , .� i � � 210 Edwards Village Blvd , Suite D-207, PO Box 878 . Fri�,varrlc (` (1 R1F47 / � � : - 970 926 4151 ISSUE/REVISION DATE NO 1 /4" 5/8" 1 /4" 3/4" 3 5/8" 3/4" PERMIT SET 21 NOV08 TOV PERMIT SET 05MAR09 6 1 /4" LEVEL 3 FINISH FLOOR T EAK CAB I N ET - P LAN D ETAI L 1 - � 2 — — , 27� - 3�� 3 s° _ � �-o„ � 7 F ITN ESS - CAB I N ET ELEVATI ON • I �� = 1 '-0�� / � _ 5 / \ M 120 / / \ � 12 01 4" 2' - 5" 4" TEAK FILL PANEL / � � TEAK CROWN MOLDING ONLY AT CABINET _ N - � � � � � r � � U� O / � TEAK TOP FILL PANEL / / I \ � � � FILL PANEL BLOCKING AND BRACING AS REQUIRED � ' � ' � Al2 01 � / � � � 1 /2�� . 5/8" � ` _ � `�.�- CO�' �J{ I� �'I,�EL � � 3/4" 3 5/8" � � � � �! �.�1� �� t � � � � , � �� 9�5 ,�, ° r � \ \ I / � _ j . . _ ___ . °�� ,�`'` ,��. �.. �r i �. � ; � i � � ��"' �� .,<4 y�� ,. � , , , � � � � } , __ ____ : �' ` ' � a°� , � � � i i , M_ _ _ � \ � \ / , I � � FRONT FACE OF TEAK CABINET 3/4" ' - 9" (CLEAR) 3/4" � � _ \ �� , � _LEVEL 3 FINISH FLOOR TEAK SIDE FILL BEYOND 2' - 10 1 !2" 127' - 3" 1 3/4" 3/4" FILL PANEL BLOCKING AND BRACING BEYOND 3/4" FITNESS - HOSPITALITY BAR TEAK CABINET - DETAIL AT CEILING TEAK CABINET - ENLARGED PLAN � 9 � �� = 1 '-0�� 6 3�� = 1 '-0�� 2 � �� = 1 '-0" J � 5 � � � 1 /4" PLYWOOD CABINET BACKING WITH 12 0 � ' 1 ' MAPLE VENEER, TYP � � LIJ 1 " 4" 2' - 5" 4" 1 " MW1 FINISH TRIM TO OVERHANG 3/4" � — Q � � DOOR PANEL BY 1 /8", TYP � 2' - 0 9/32" � . , ; , , , :f � � , , . � � n i N , ' ,'J, .. `f`" � O � - - - _' - - " - I � ' " . � O i , � ' . TEAK CROWN MOLDING ONLY � O Q � FULLY ENCLOSED PLYWOOD FRONT-LIFT i � �� , � ,, - �� —� '—�—�`—�— �� ` AT CABINET Q � � � SWING UP UPPER CABINET WITH MAPLE , ' VENEER INTERIOR i � ' ' . I ` ' � �/ I � .t f'J � f~ I I 1 'I ! ' F ^ .f° .,.. � �.L � CHERRY WOOD VENEER EDGE � DOOR SWING UP AUTOMATICALLY � O W � . BANDING AT EXPOSED FACES OF 3/4" j WHEN LIFTED AND ARE SECURELY ` . r � - i � � � � ' ` "f :" `;; W PLYWOOD , FINISH TO MATCH MW1 i HELD OPEN SELF OPERATING � f ` � J � _, . .. � �� rc O O O i FROM 17 DEGREES THE SPRING , . I � � I - , . 212 MM HAFELE STAINLESS STEEL MATT - i ACTION HOLDS DOORS TIGHT WHEN ` . � � `' � � � , I 1 � . DECORATIVE HARDWARE PULL WITH ZINC � " �' � - - - � i CLOSED ' • � �� -� NICKEL MATT ENDS � � � . I � � � I "� f ` � � U � � T I CABINET FRAME CLEAT � � � � ` � � , 4 � ` `'`: ` . �� TEAK FILL PANELS � J � e , � � I I W — (� � � i WALL CLEAT '� � I i � " • ` LOCATION OF TEAK CABINET � Q � 3/8 THICK MW1 CHERRY WOOD STAIN � > i � � � , � � � � > < � # -� �`; � ' INTERIOR BOX � � � GIAIISI--I PJI�IEL � - - ' - - � i I I 0 o i I � , . f ` -•f, FRONT FACE OF TEAK CABINET � � � BACKING REQUIRED FOR � � � N .� ; � I I I ( - < ADJUSTABLE 1 1 /2" TEAK J CABINET SUPPORT ° _ _ ° i �' F f � � f A � � • ' � . '� SHELVES , TYP O - - - i . �.�- : I � , � � C� DRILLED HOLES FOR SHELF SUPPORT , , i � . � � � � _. ° i . o , 'f-� , � i • I � „ - FULLY ENCLOSED PLYWOOD CABINET WITH { ' "' � � : ADJUSTABLE SHELVING MAPLE VENEERAT ° ° i °' � � �_ I k � � I � ` S H E L V I N G A N D I N T E R I O R O F C A B I N E T ° i �. . - � e e ; , i � , , i � . . . � i i 212 MM HAFELE STAINLESS STEEL MATf o i � - � ` � 1 � � � DECORATIVE HARDWARE PULL WITH ZINC = r NICKEL MATT ENDS � � � 4 ' i , - � � � � � .,� � . i � . . � f,. _ 1 11 ~r +� ' I ., I 3/8" THICK MW1 CHERRY WOOD STAIN 1 - 11 1 /8 i !�� , :� r� � � ;r i{� t FRONT-APPLIED FINISH PANELS i t y ` ~ ' � � _ _ � _ � I ` - �F � , '`�.. ' . L _ J - - - - - - _ � Ff " � - - - - � — — — — — — — — — — — , . � — — — - - ' - - � _ ' . . _ I T I N f � f � � ✓ fY� f � f .. ~ .�r � ,t .. J .,� ' N' ' . . ' .. ... ' . .� � � . ('2� ('ID �+� � � I F ' .. �J}, + i±� . + ��. f ! ' + _ F ..'f . ' f F'� � .�� F f � F OFa�� \'d�� /` . . . � ,.� ' . . . 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" � ° ° �� DETAI LS aa a � - - - - - - - - - - - - i ° 125' - 73/4" r < a b a " a � � � � � ° a ' ° " ° � ^ < 4 d� u i ° ° � � ° �� " ° " a° ° POOL DECK � , �� i a STRUCT SLAB 125 - 7 3/4 � a a 125' - 5 1 /4" PLOTTED 3/13/2009 1 56 47 PM a 3" CHK' D BY SB FITN ESS CABI N ET SECTION TEAK CABI N ET - SECTION TEAK CABI N ET ELEVATION OOCOPYRIGHT2008BYDAVISPARTNERSHIPPC , ARCHITECTS 8 � „ _ � �-�„ 5 � �� _ � �-�� _ ,� �-�„ SHEET NUMBER _ � - D P A PROJECT # 06232 45 d .� ,00 >� ��'� �, �P;ti � ��lP � ti � �+� � ��;g� � . � �� 1 N � � � � Archit t� � SOLID TEAK WOOD , 3/4" X 1 " VERTICAL MEMBERS M SOLID TEAK WOOD , 3/4" X 1 1 /2" N HORIZONTAL SLATS i 8 MM HEX SOCKET TO RETRACT N STEEL RODS FROM HEAD AND SILL 2301 BLAKE ST , STE #100 r � CONCEALED RETRACTABLE DENVER, COLORADO 80205 N I I STEEL RODS 303 861 8555 F 303 861 3027 N SOLID TEAK SILL 0225 MAIN STREET UNIT C101 SANDSTONE FINISH AT LOW WALL EDWARDS , COLORADO 81632 il N I 970 926 8960 F 970 926 8961 � T r 4" � 3/4" 1 1 /2" 1 " 3/4" SOLID TEAK WOOD, 3,4�� X11 /2�� HORIZONTALSLATS REMOVABLE TEAK GRILLE - ELEVATION DETAIL SOLID TEAK WOOD, / � 3/4" X 1 " VERTICAL MEMBERS 3 3„ _ '� ,-�„ SOLID TEAK WOOD, / / 3/4" X 1 1 /2" HORIZONTAL SLATS CV � / � � CONCEALED RETRACTABLE T STEEL RODS � � � LOW - IRON SAFETY GLASS � N EXTRUDED SILICONE GASKET A R H I � E � N � / SOLID TEAK SILL � M t— /1 1 /4" � � � 1936 MONTAUK HIGHWAY r BRIDGEHAMPTON, NY 11932 ' - 631 537 3555 F 631 537 0558 , N LOW - IRON SAFETY r � � N GLASS 210 Edwards Village Blvd , Suite D-207, PO Box 878 I � � l � l � � l � ` � l � l � l � � l l � � EYTI7U � EL1 SILICLINE Edwards, CO 81632 � �:: . :.: ::::.: - \ \ � \ \ \ \ \ \ \ � GASKET s;o azo -� � ;, � � N \ \ . j � � ISSUE/REVISION DATE NO / M / ' �` RAMP HANDRAIL PERMIT SET 21 NOV08 /// � � � „ TOV PERMIT SET 05MAR09 2 SOLID TEAK WOOD j � a \ METAL FRAMING 1 " SOLID TEAK WOOD BRIDGE PIECE - / i GROUT // - N 2" SOLID TEAK WOOD SANDSTONE - j " \ 3/4" MORTAR EXTRUDED SILICONE GASKET � 1 /2" CEMENT BOARD WALL SCONCE N LOW - IRON SAFETY GLASS r- � 3/4" 5/8" c� 1 /2" 1 5/8" 3 1 /2" 4X6 HVAC _ SOLID TEAK WOOD , DUCTWORK � 1 " X 1 1 /2" HORIZONTAL SLATS 6 7/8" SOLID TEAK WOOD , 1 " X 1 " VERTICAL MEMBERS CONCEALED RETRACTABLE STEEL RODS 4 REMOVABLE TEAK GRILLE - DETAIL AT SILL - - - - - - � � o 3 = 1 -0 �� F L4 . �' - �� SC��'i' h� fCHA� L � ,.� N �i�iN �� ,, LEVEL 4 ` �� a , 138' - 6" 8 1 /2" 1 " 2" 1 " 2 1 /2" 2" ''°� � . � ' �`�� 'V� � a �1 /2" ` `�F ,�� n�,�� . I—1 1—1 I—I a 1-1 .. �9 � �. � �.�,�_ � 2 REMOVABLE TEAK GRILLE - PLAN DETAIL 3 = 1 -0 TEAKLOUVERED , I CABINET DOOR i i _ 1 4 TOP OF ENCLOSED i :� i 2�� U PORTION OF CABINET :. .��,: J 1 - - � ' 1 ' - 0 1 /2" 1 1 /2" FRONT FACE OF � • � ' � � " - � � � TEAK CABINET ABOVE � i , � � �. �` ., BLOCKING ' ` \ � � / � W AS REQUIRED 3/4" �� ,� �� SOLID TEAK FILL PIECE, 3/4 1 1 /2 � 4 iv � , , � � FIELD VERIFY, CUT TO FIT � — Z 1 /2" " N REMOVABLE TEAK Q � � SOLID 3/4" X 1 1 /2" VERTICAL � `:: r ' GRILLE PANEL I I 00 � TEAK WOOD , RE MASTER r � FINISH LEGEND AND INTERIOR � ` ` ,. I ` ' O ELEVATIONS ( / � O SOLID 3/4" X 1 1 /2" VERTICAL � � WALL SCONCE I � O Q ! . TEAK WOOD , RE MASTER 4X6 HVAC DUCTWORK Q r FINISH LEGEND AND INTERIOR ' ' � � ELEVATIONS ;` SOLID TEAK WINDOW JAMB � � �/ �/ 5 � LL « - PARTITION WALL '� 12 02 - - � W O W . AS SCHEDULED � 2 � 2 02 � J � O � � - � . WOOD SLAT WALL DETAIL C� � v � 6 3�� = 1 '-0" � � � ' ' J , W - � � Q - � . � � � 1 1 /2" 3 1 /2" � /� � � � � O o � /1 � � v � � METAL FRAMING . i RAMP HANDRAIL '� CV � T �''� REMOVABLE TEAK GRILLE PANEL CV � � � LOW-IRON SAFETY GLASS r M 4 � � 12 02 SOLID TEAK SILL ��a ��A � g�� SOLID TEAK SOFFIT �' � F� �� EXTRUDED SILICONE GASKET SOLID TEAK WINDOW JAMB � ! t� 0 4 ��J�J� I v CJ N LOW - IRON SAFETY GLASS � � �� - CONCEALED RETRACTABLE °O � STEELRODS � WALL SCONCE � SOLID TEAK WOOD , \ 4X6 HVAC DUCTWORK , 3/4" X1 " VERTICALMEMBERS MILLWORK SECTIONS & SOLID TEAK WOOD, Q REMOVABLE TEAK GRILLE PANEL DETAILS 3/4" X 1 1 /2" HORIZONTAL SLATS LOW-IRON SAFETY GLASS a 3/4" � ° " 2 a 3/4" 1 1 /2" 1 " ° POOL DECK 12 02 ° � 125' - 7 3/4" PLOTTED 3/13/2009 1 56 54 PM a 4 STRUCT B 125' - 5 1 /4" CHK' D BY SB O COPYRIGHT 2008 BY DAVIS PARTNERSHIP P C , ARCHITECTS REMOVABLE TEAK GRILLE - DETAIL AT CEILING 7 REMOVABLE TEAK PANEL - SECTION 8 REMOVABLE TEAK PANEL - ENLARGED PLAN SHEETNUMBER 5 3" - 1 '-0" 1 " - 1 '-0" 1 " - 1 '-0" _ ' . D P A PROJECT # 06232 45 _ �"""r„�, e • . I I I � � � Archi � ts e ° e , ° ea SANDSTONE TILE "e ° � , � e d ^ ^ ° n a d n ° a d ° n d a ° ° m � ,, �° a ° a ° a ° � a LEVEL 3 FINISH FLOOR 1 /2" MORTAR 2301 BLAKE ST , STE #100 � ° ` , o ° < ° a " a a ° " " , ° — 127' - 3" � / � DENVER, COLORADO 80205 POOL DECK 303 861 8555 F 303 861 3027 a � LEVEL 3 i.i \ 125' - 7 3/4" 0225 MAIN STREET UNIT C101 ° ° ° 127' - 0" � \ EDWARDS , COLORADO 81632 a a a � � ^ � 970 926 8960 F 970 926 8961 a a a a d (y a a a � a a a Q - � a a 4 a , a a d e a a o � � � a a a a Q a Q a a �+T p T I ^ r � A — — � _ J 1 RUC 1 SLli6 � � ° � a � a ° a a a 125' - 51 /4�� T a a PROTECTION BOARD � d ° a ° d a � a � a � d a � a � d POOL DECK � � a � ° � a � � HOT FLUID APPLIED WATERPROOFING a � a � I � 125' - 7 3/4" �' � �° � aa a d ° � � `� COMPOSITE CONCRETE DECK ; — — /— -- — — — „ � — � a a ; � ` STRUCT SLAB � � ° � ° a a 125' - 5 1 /4" FLOOR DRAIN NOTE DRAIN DETAILED IS ZURN SLOTTED DRAIN RN E SYSTEM Z888-4 MEANT TO SHOW DESIGN INTENT PLEASE PROVIDE ZURN MODEL REFERENCED IN � \ MEETING AT SOLARIS OFFICES ON SEPT 11 TO BE S ECT I O N T H RO U G H PASSAG EWAY STAI R D ETAI L POO L D EC K D RAI N COORDINATED WITH ARCH DETAIL � FIBER-REINFORCED G " — , „ 3 �� , „ R H IT � T GYPSUM BOARD S H E A T H I N G O V E R M E T A L V 1 - 1 -0 3 = 1 -0 I STUDS � 1936 MONTAUK HIGHWAY j \ 1 ' - 0 7/8" BRIDGEHAMPTON , NY 11932 5/8" 5/8" 631 537 3555 F 631 537 0558 i 1 " � `1 ", 210 Edwards Village Blvd , Suite D-207, PO Box 878 I Edwards CO 81632 �3 3 :�f6 3 t'IOT FLUID APPLICD 970 926 4151 � WATERPROOFING TO \ CONTINUE 3' MIN ABOVE � WATERLINE ISSUE/REVISION DATE NO � \ MORTAR OWNER REVIEW 16APR08 A D A \ STONE PAVER ON 1 " GROUT ON UNISEX \ \ 9" 5 3/8" 6 5/8" ASPHALT PROTECTION BOARD ON D SHOWER MASONRY VENEER HOT APPLIED WATERPROOFING ALCOVE � � SANDSTONE SILL Q STONE PAVER I I BULLNOSE EDGE I I ' c� � POOL DECK � � STONE PAVER ON 1 " � ° � 125' - 7 3/4" ' - — a a � �— \ — — I I � � STONE PAVER SKIMMER PROTECOT O BOARD � r ° a STRUCT SLAB M M � � ° � a 125' - 5 1 /4" I I _ ACCESS COVER ON HOT APPLIED , 4 _ , � t- WATERPROOFING I r ' ° a Q , � TILE FINISH AT HOT TUB - - — _ — POOL DECK DRAIN � - -� — POOL DECK a a STAIRS � � �� 125' - 7 3/4" � � � � � �, �� ; � -��'�� , � 125' - 7 3/4" � ° ( \ ° a a � ° a a STRUCT SLA� � a � � _ 125' - 5 1 /4" STRUCT SLAB I 125' - 5 1 /4" ° m ° a ° 1 " , ° HOT TUB STRUCTURE AND o STAIR STRUCTURE , RE POOL STONE PAVER BULLNOSE � a CONSULTANT DRAWINGS � EDGE BENT STEEL PLATE BENT STEEL PLATE STEEL BEAM & � STEEL BEAM, RE - COLUMN � � .�� o �C �� i a � � STRUCTURAL SKIMMER, RE 6/SP2 0 0 � ��` a I CONCRETE WALL, RE STEEL BEAM & POOL STRUCTURE � � � �' i�EGF�AE�. � a b STRUCTURAL � COLUMN , RE WALL & FLOOR SYSTEM 5 7/8 w ��°�UE�a .�� STRUCTURE � � � � I 2" MIN TOPPING SLAB � C°� � �� ° I I POOL STRUCTURE SLOPED AT 1 % OVER 1 /4" C�, � w��t � WALL & FLOOR SYSTEM DRAIN BOARD AND 215 MIL f �� - '�� ° a � I I � HOTAPPLIED I �'b� �"''� }5�+jq `"�'�� d �y �� J.0 /� { ( .�i a � / WATERPROOFING � � �a'�•-� �� a 2" MIN TOPPING SLAB , � SLOPED AT 1 % OVER 1 /4" ° 2" MIN TOPPING SLAB SLOPED I CONCRETE I N ° AT 1 % OVER 1 /4" DRAIN BOARD I DRAIN BOARD AND 215 MIL T ° HOTAPPLIED COMPOSITE ° AND 215 MIL HOTAPPLIED � • WATERPROOFING S �'°`B " V o a WATERPROOFING ° • • � > •� LOADING DOCK . ....:. .,. 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J a ° � ° � 120' - 4" a e a a ° , � ° � d � 1 ' - 2 1 /8" 5 11 /16" � �1 1-1 ° 1-1 I-1 /�1a l�1 ° °/�1 W � � � � � DETAIL - HOT TUB AND SHOWER WALL DETAIL - POOL EDGE 2 DETAIL - POOL EDGE 1 � � w 8 � �� = 1 '-0" 5 3/4" = 1 '-0�� 2 3/4" = 1 '-0" 0 � z � � E - � � o 0 _ � ° ° � 5/8" DENSGLASS � � � � � y EXTERIOR SHEATHING Q Q � � ° I � t � POOL SHAFT WALL 5" COMPOSITE SLAB ON STEEL J � O W � 3 � � 351 � � ! � 3 5/8" STUD WALL FRAMING, RE STRUCTURE � J � ' � STONE VENEER O _ SHAFT WALL � ; � }� 5/8" DENSGLASS 1 /4" PROTECTION BOARD ON �-- O O � � � STONE PAVERS W/ 1 " GROUT ON ' EXTERIOR SHEATHING HOT APPLIED WATERPROOFING � r /� U � 3 5/8" STUD WALL } ' ' ASPHALT PROTECTION BOARD ON � � � i - i , HOT APPLIED WATERPROOFING `Q � � > , STONE VENEER 5/4x4 TEAK FLOORING ON , � , , J � � 5/4x4 TEAK SLEEPERS LEVEL 3 FINISH FLOOR � � I LEVEL 3 FINISH1�OOR � � � LEVEL 3 FINISH FLOOR � � �� 127 - 3 127' - 3" � � — __ � _.—._� _ ?� ` — � � � LEVEL3 �T� LCVCL � h LCYCLO � a a a Q a Q — — 127' - 0" — _ a e � , — — — 127' - 0" — — — a Q a d a a — 127' - 0" � r .._ , a d \ a _ � a � a ea � O STEEL BEAM AND � � p a e , J STEEL BEAM T � ^ POOL DECK V J COLUMN WALL � � POOL DECK � 125' - 7 3/4" POOL DECK a 125 - 7 3/4 — - - — a a \ — — WATER LINE a a — — �. 125 - 7 3/4 _ _ _ � " _ STRUCT SLAB � � ' " _ _ � _ _ a a a a ___ _ ... _ _._ _ __ _ ._ � � — — — — 125' - 5 1 /4" — — — � a a a a STRUCT SLAB — � - — — — — — HOT APPL� tu — — — � — — — — — — a iD STRUCT SLAB _ _ ' Q 125' - 5 1 /4" ° a WATERPROOFING 125' - 5 1 /4" � � HOT TUB CONSTRUCTION , a , � � � Q Q d i a a POOLSTRUCTURE i � Y� � ' _ _ CONNECTION TO � STEEL � : � ° 61 /2�� 6�� < 1 ' - 6" a a 2" MIN TOPPING SLAB SLOPED AT 1 % � ' � 0 6 1 /2" CONCRETE WALL OVER 1 /4" DRAIN BOARD AND 215 MIL � � � a HOT APPLIED WATERPROOFING °' � � a a POOL STRUCTURE �� 6 1 /2" CONCRETE WALL 2" MIN TOPPING SLAB SLOPED CONCRETE COMPOSITE ` ° ° AT 1 % OVER 1 /4" DRAIN BOARD DECK � a „ � AND 215 MIL HOTAPPLIED 2 MIN TOPPING SLAB SLOPED �� AT 1 % OVER 1 /4" DRAIN BOARD ° a WATERPROOFING � a AND 215 MIL HOT APPLIED HOT TUB DECK _ _ _ HOT TUB DECK � � � O � lQ�� I -' 1 a WATERPROOFING 121 ' - 8 1 /2" 121 ' - 8 1 /2" . . a ° CONCRETE a � ��`� ��d�� a COMPOSITE SLAB ° v _ a � . , � q ._......__ _ _ _ �r.._._ _ .-__�.__._ _.�_._ T ' iy � • _..�.._ .,,�� ..... .,,._�....__._...._..,. .... ,..... � _ . ...... ... ......�__ _ a n . i � . _ �' � � o , . ,, ., ;- ..»,..,�....�.�..._»,.<�....,»,�„�,_»k.,,�.»v»„»,c.: LOAD I N G DOC K �,,,,........ .... � _ a .._......... . .. . .. ..... .......... . . ......,.,,.,....�..�. .,. .,. .,,,........,.....,....,....�.. _ LOADING DOCK .�.._................._. ,_..,.......�..�.,�_o.�........y..,.._. �.. �..�...................,.._,_r��.d...a:.v..._..,,y..�........:....................... .........::.............,..........,......�....�..:............., LOADING DOCK � o _ _ _ _ — ._ ,�' �;%' a ° a 120' - 4" o , - a a ° a a a e 120' - 4" � � 120' - 4" , � � ° °a � ° � ° � ° ° � � INTERIOR DETAILS E ° a � z a � a , ` � PLOTTED 3/13/2009 1 57 09 PM CHK' D BY Maggie Fitzgerald, AIA O COPYRIGHT 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS 'i � SHEET NUMBER _ � 7 DETAIL - POOL AT SHOWER 4 DETAIL - STONE WALL � HOT TUB DETAIL - RAISED DECK AND HOT TUB . 3/4 = 1 -0 3/4" = 1 '-0" 3/4" = 1 '-0" r D P A PROJECT # 06232 45 1 � �➢➢v� � �::, � � � � t � rcni � ts i � � , � _ � = s � � ; 2301 BLAKE ST , STE #100 = DENVER, COLORADO 80205 � � 303 861 8555 F 303 861 3027 � • 0225 MAIN STREET UNIT C101 F E � „ EDWARDS , COLORADO 81632 970 926 8960 F 970 926 8961 T ; r E � \ � ` CV EXISTING WALL AS � E � SCHEDULED � 5/8" GYP BD ON 3 5/8" ! LEVEL 3 FINISH FLOOR ; i METAL STUDS � 127' - 3" ' � � . � � � �, ; - � � � - � LEVEL 3 ' � � ; __.__ .._. ,..T. .� — — — — " a ° a a ° a 127' - 0" � ° � 60" FLAT SCREEN T V � . a � a � •d ° ° ° a ° a a a � � a ; ; BY TENANT, NOTE I a o = � .-. VERIFY WITH TENANT ' ° � _ ; w BEFORE FRAMING � I � • a Ia° Q POOL DECK � i w � 125 - 7 3/4 � , � � H ---� — T — — — � � { Z ' _ � - _ _ a ° STRUCT SLAB � Ef w ITE T a a ° ° a a a a a °° 125' - 5 1 /4" € ! � A R H a a a � � � I a a � € W � � � ° 3 � 1936 MONTAUK HIGHWAY I � i3 j BRIDGEHAMPTON , NY 11932 ° ° a � � � `" 631 537 3555 F 631 537 0558 � ' � � ° � ' i� 210 Edwards Village Blvd , Suite D-207, PO Box 878 a ° ° 6 5/8" Edwards , CO 81632 I " -� I a , ' � � ; WHLL IVIVUIV I i v �srcHCr�t r, 970 926 4151 � a a ` F � SUPPLIED BY TENANT � ; � ' } , - ` - a � , , , ISSUE/REVISION DATE NO o � d , : � ° a 5/8" GYP BD ON 3 5/8" PERMIT SET 21 NOV08 � , � � � METAL STUDS � - ° � a ' ° TOV PERMIT SET 05MAR09 a s , ; � � 3 , , a � Q 4 � O � � ? , O � � i i � a 4 � 3 � i I I 1 3i � a 3 3 � 1 - a 3 ? i M a t i ; .. .,. ., . ....�....... .�. ....,._ _� �_._._. __ .._ ...�. a ,. ., _ ., ._._. .,._ _ ._ _ _ . , _ ' - � . _. 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LEVEL 3 r � �/ a °� ° a a 127' - 0" — , , " a ^, — — :a " � a a a — — 127' - 0" — — — — 127' - 0" > L.L � � _ „ CnNCRFTF � � „ a ° - ° E j - � � - COMPOSITE DECK � tF GVIVGF(ETE GUK� , _ \ \ \ � ° � , ` ao - C I � � J a � d , O d ; j p i Q . Lj1 i { � � a Q 1 = � a a r • d � POOL DECK a ; I ° _ _ POOL DECK ` � ° ' � POOL DECK � _ ~ � a 125' - 7 3/4" ;�— a a — — — � — — — 125' - 7 3/4" _ _ i ' � _ 125' - 7 3/4" a � a ° a STRUCT SLAB � ° -- _ _ _ _ _ __ __ _ _ _ _ _ _ _ _ _ _ ___ _ ___ _ _ _ I � STRUCT SLAB � I � � a � STRUCT SLAB _ — \ 125' - 5 1 /4" � ; � � a 125' - 5 1 /4" i �� 125' - 5 1 /4" a ; , ` _ , � ` = r- - - i � a , ' � " STEEL BEAM AND € a ° - - - - STEEL BEAM AND � ' ° � COLUMN WALL ; COLUMN WALL E � ° STEEL ANGLE SLAB ; > � , ,:"'# � - — — SUPPORT < � � . , ° a � � I I _ a � � � � ; y � 6 1 /2" CONCRETE WALL ' � � ; o I � 1 ' - 3 5/8" a > > a j / ,' 4 6 1 /2" CONCRETE " ' a I � , . 2 MIN TOPPING SLAB � e 4' - 6 1 /4" 2' - 7 1 /4" ` I , � ' ° a WALL SLOPED AT 1 % OVER 1 /4" € , . DRAIN BOARD AND 215 MIL � I � ` a 2" MIN TOPPING SLAB SLOPED HOTAPPLIED + a � ; • ° AT 1 % OVER 1 /4" DRAIN BOARD WATERPROOFING � � I � � .- , AND 215 MIL HOTAPPLIED y ; e ` WATERPROOFING ' ` ° � e � I ; O 3 : F " . � � 5 F I � d I ` � � s ' 4 i � � � a t , . , € � UC� 4 4 2�Gg � ; .. a � � : ' �E /� t � v O I E .' �t a � e ' ° ,_ ,r I _ _ _ _ _ _ _ ' _ � d a � � C�US'e��i�e�6 �C€��AC:'r�il�-� ' .: . i i � ` � ` � . / � LOADING DOCK . � . �> ? ��... . a � � I LOADING DOCK i � .... : . . . �. . . .,. LOADING DOCK a a � '` a ~ ° a ° 120' - 4" e .,, m. «a...Q .. �, d � — — — — � — — 120' - 4" ° ° a a a 120' - 4�� ., a d a d a a � a ' a d � d � � a ° a ° d a a a a d d a Y a � �� ` �' - INTERIOR DETAILS , , � t , . , _ . ; , ; _ , _ , ,_ , . , � ' � I ; ' � " . t , � . ; � • _ PLOTTED 3/13/2009 1 57 18 PM ' - � � �; _ CHK' D BY SB OO COPYRIGHT2008 BY DAVIS PARTNERSHIP P C , ARCHITECTS SHEET NUMBER DETAIL - POOL AT STORAGE 3 DETAIL - POOL AT MECHANICAL SHAFT � DETAIL - WALL AT UNISEX TOILET 5 3/4" = 1 '-0" 3/4" = 1 '-0" 3/4" = 1 '-0" ■ . � D P A PROJECT # 06232 45 � �-'_`�`" � � _ f � � � ' Ar� hit ts 2301 BLAKE ST , STE #100 \ - DENVER , COLORADO 80205 303 861 8555 F 303 861 3027 0225 MAIN STREET UNIT C101 EDWARDS , COLORADO 81632 970 926 8960 F 970 926 8961 _ \ \ I� 4 LIGHT COVE AT WATER FEATURE RNE 3 = 1 -0 � R HIT T 1 " 5/8" 6" 1936 MONTAUK HIGHWAY BRIDGEHAMPTON , NY 11932 631 537 3555 F 631 537 0558 STONE VENEER 210 Edwards Vi �lage Blvd , Suite D-207, PO Box 878 Edwards, CO 81632 ' \ METHL STUD WALL 970 926 4151 V-GROOVE IN � GLASS MAT GYPSUM TILE ISSUE/REVISION DATE NO DENTURED LIP OF - BACKER ;.;,:.::.::::.::. : �;�,::>._.;>:;::>:::;;:;>.>:;:4:>,�;.�:, *,:;.:>,:::.:> �*:::»:::;::».�;�:*,:.::>:::;,..,., P E RM IT SET 21 N OV08 G RAN ITE LE D GE _ �� ;;.::::.:>::<:<a:>;::»::>«.....,�.. �\:;,:;:::«. ,�� , ,,:,,:::;,::.::<.;;:_�� _ � „\ , v»>:., :...\\ ,,� .:i�*\�2i>.<::£>;;,3; ,,�, i�;,\:�:ii::%`::i;iQ�i:::3':�.;3�'t\\:3., \�.�:1e�\::�\�\.:;��:::i::i::::L.�a:+;;:::�:`::3:;;:a;',,�. r ,;,�::,;:>::::<:<;,»::.:>..>�.:>::,,>,�,,,.,.�::::;:�,:>,:�;:::>_>:::<.:,,::;::::>:::<:,�:,;.<<<:<:, WATER SOURCE PROVIDED �;..,,,<;;::>;._.:;:>;:�:;:::;>;_.:>:<>,;:::::>,��.:,:;•_ ;:.,.,,,;.,.>::,. ,,,,. ,, >. t � .., ,.::,: ,:::>:<:>::;:>::�::::::<:;::;;,:::».:::>.;��.>:�.�..:___:>:,;:>.:.;:;<::>.:.:, °�-::::.?�:��-�..>.:;::_::::. 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U _ ____ W _ __ _ , _ _r _ � _ _. _ _ __ _ __ � - - __ __ _ _ _ _ _ J AIR SPACE � o ^ r�i METAL STUD WALL > I` 1••` �— CONSTRUCTION � � w I..L � z ADDITIONAL LAYER OF GLASS � � > � 3 1 /2" MAT GYPSUM TILE BACKER � � � M _ � GLASS MAT GYPSUM TILE � O O _ o � BACKER � O Q o . � oo � - - � - - - • , � ` � � � - y � , -- T M ^ r - _� AIR SPACE � � � m � Q Q � � - J w p uJ � M � ' � �� J � STONE VENEER O O O • MORTAR � ( 1 � TILE � � `�♦ ^ Q ^ L.L W ! � � Q - �. � OC TILE LIGHT RECESS @ POOL WALL - � LT . �1 � J � 2 3" = 1 '-0" 0 � ._ ..._. __ _ _ ..__»_ ....,_____.. ____...__...__. _,. _ _ ... _____r___. __ _ .. _ _ ____ ___ ... EXISTING LOADING DOCK SHAFT WALL AIR SPACE � �� M MORTAR � � � O 4 �� METAL STUD WALL `�� g�'�`�� 3" 31 /2" 3" CONSTRUCTION M GLASS MAT GYPSUM TILE � BACKER CO . - . . T . � _ � - . � _ _� AIR SPACE I NTERIOR DETAI LS 'v � M � ('M C'M CUSTOM STONE CORNER PIECE { PLOTTED 3/13/2009 1 57 26 PM � TILE CHK' D BY SB � OO COPYRIGHT 2008 BY DAVIS PARTNERSHIP P C , ARCHITECTS SHEET NUMBER - � TILE L9GHT RECESS � POOL WALL . � - 3 = 1 -0 , D P A PROJECT # 06232 45 �i 1 � � � � ' � r+chit ts 2301 BLAKE ST , STE #100 DENVER, COLORADO 80205 303 861 8555 F 303 861 3027 0225 MAIN STREET UNIT C101 EDWARDS , COLORADO 81632 970 926 8960 F 970 926 8961 � BARNE � AR H ITE T � 1936 MONTAUK HIGHWAY BRIDGEHAMPTON , NY 11932 ', 631 537 3555 F 631 537 0558 210 Edwards Village Blvd , Suite D-207, PO Box 878 Edwards , CO 81632 070 0�6 �1151 ISSUE/REVISION DATE NO PERMIT SET 21 NOV08 TOV PERMIT SET 05MAR09 . WOOD TRANSITION FT4 1 1 /2" STONE TILE FLOORING MATCH WIDTH OF S� WOOD FLOORING, DOOR FRAME 1 /2" MORTAR BED FREE FLOAT INSTALLATION WF7 _ WATERPROOFING / CRACK �`"-, INSULATION MEMBRANE � T B� POLYETHYLENE T O F F VAPOR RETARDER 3" � � �' �C (� - -- - - -_ ` - ' - - - - -- - -__ _ -_`�_' _' - � -- _ _ � \ / N '\� �� _ • _ � t � y _ _ � _ _ •�_• _ _ G �� • . . � � T � 1 ' � -; C ♦ ,R ' � , T ♦ , I , -) � n , ; -� r ) ! '� • I � u � ♦ f T I ,� • • � ' M1 FOAM UNDERLAYMENT — M _ - _ - = ' ` ,` . • ; _ ' ' : - _ - ' ; , _ -° �;-' _ - _'` ` ;, � _ ,••",; OT� P,� IGFaA�E� � � ' -• - ' � � � � - '�� - • - -'- u - ,!� _ _ D _� J_i ` _ _ _ �_� i_ _ _ _ ` _ _ _ • ,- , _ , y r � ` - � d - T C1 /� o �]f }1 � � , _ _ Ma ' ' ' `,, ` � I � , SJ a � d d � N I O VLI'�O � � � V � 1� a�i 1 N , , • ! t • , L , + , a � J' O 0 , �\ � � CEMENTIOUS FLOOR LEVELER — "' a ° 9 a °' ,, ° ° ° � � o a a �� o�� ,� F ~ d ° ' a a Q ° a d a a ' � P� �` � 5" COMPOSITE N � a ° � ° ° a o a � � a ° N 1 " CONCRETE TOPPING SLAB �� ,�„�_,�^'' . '' CONCRETE DECK � a a ° a ° a a a ° ° ° � ° a oa o ° M �},�� , q Yaz STEEL BEAMS WITH SPRAY � ° � � ° ° ° � e 4 � ° ° -� �f �� a ° a o a � a � ��1' APPLIED FIREPROOFING a a ° _ \ Q d q na N � T 40 r' U DETAIL - WOOD FLOOR TO STONE TILE TRANSITION J 3 3�� = 1 '-0" W ., > � � - � W � C� z 1 1 /2" STONE TILE FLOORING Q r � S7 � SCHLUTER TRANSITION FT5 GROUT 1 /2" MORTAR BED � � O O SEALED CONCRETE WATERPROOFING ! CRACK � O � INSULATION MEMBRANE Q � ' TOFF � � � � 3" Q Q � �C " J wp w + r ' `� � J � °� ° � O O O ° ° a ° ° N T O SLAB • CEMENTIOUS FLOOR LEVELER ° ° � � � ° ° �� a ° a d ° � e a � � � � 5" COMPOSITE a � � d a a � � � � � a � a a a � , � � a � � N CO �� CONCRETE DECK ° � a ° ° a 4 a � 1 CONCRETE TOPPING SLAB � �, � Q O d Q O e 4 a a STEEL BEAMS WITH SPRAY � � d � � � ° ° ° � a aaa a � � ° M W — APPLIED FIREPROOFING ° � � ° ° � ° ° ° ° � � � v a 4 a N �— / � � T 40 � � � � � O � DETAI L - SEALED CONCRETE TO STON E TI LE TRANSITION 2 3" = 1 '-0" WOOD TRANSITION FT4 1 1 /2" STONE TILE FLOORING MATCH WIDTH OF S� CARPET & CARPET PAD DOOR FRAME 1 /2" MORTAR BED CARPET PAD ADHESIVE � WATERPROOFING / CRACK INSULATION MEMBRANE ' � TOFF �� F� �� M M '; � , .�::;: :��::: . ��;:: � ,� �� , ��I - -_ 3�� .�UE� 0 4 ��0� I - - - _ - _ - - = - - N = - - - _ - - � � " ! �� -• - - � _ - - - - ` - � • , ' . . � " . � �;��'��Y �� _ f _ Y -� • • L _ • 1 • _ � � • ' r ` • Y � �ti � � > r • i � �` . � � h � t _� � T ` 1 i � _ ♦_ < _ I ,. _ � � � , _ 1 I � �V� . � r _ • _ _ _ r_ _• � _ ' _� I�' _ _ � f • . t • e N ' - _ - s '_; i , - - � � ; ' _ • ' r - _ . _ ' � : _; ,+ . � a d° a ° a : N T p � /� , � . ' ' .. ' _'` " ' s .- c V� •. a d r � I 0 JL/16 - - - r ' _ - - � c . - � � _ _ r a r CEMENTIOUS FLOOR LEVELER ° , °. � � ° ° 0�� a 4 9 O � � � Q O n d d � a � a a oq a a da d a � ° a o 4 4 � � n 5 COMPOSITE a a aa a � N 1 CONCRETETOPPINGSLAB INTERIOR FLOOR CONCRETE DECK ° ° ° a ° ° T a Q e a n d a a � ° � ° � M TRANSITION DETAILS STEEL BEAMS WITH SPRAY ° � � ° ° ° 4 4 � ° � a a a a a a a o a APPLIED FIREPROOFING o a ° aa a d e CV o � aa r � '. PLOTTED 3/13/2009 1 57 27 PM CHK' D BY SB O COPYRIGHT2008 BY DAVIS PARTNERSHIP P C , ARCHITECTS DETAIL - CARPET TO STONE TILE TRANSITION SHEETNUMBER � 3�� = 1 '-0 _ ■ - D P A PROJECT # 06232 45 _..�_",�,�. ° ��P pz �� P 3d f9 '?>z » k 7 19Wf � V ::',.� � �c, � '>�:'34' � �,'k�i ii� r?I � � � Archit ts 2301 BLAKE ST , STE #100 DENVER, COLORADO 80205 303 861 8555 F 303 861 3027 0225 MAIN STREET UNIT C101 EDWARDS , COLORADO 81632 — — _ _ _ _ LEVEL 4 _ _...._ _ _ _ _�._ �_ _ __ _ � _ __ _ ___, LEVEL 4 � — — — — — — — 970 926 8960 F 970 926 8961 � ' , 138' - 6" , . -� � v � 138' - 6" — — — — — — LEVEL 4 — — LEVEL 4 , � � 138' - 6" < � 138' - 6" .. � ` ' , � � : EXISTING � STRUCTURALSLAB , , . € EXISTING STRUCTURAL SLAB � I ' EXISTING STRUCTURAL SLAB 1 " SLIP TRACK HEAD - 3 'v i � � GALVANIZED METAL STUDS CO > f � ( s i � EXISTING STRUCTURAL SLAB j . € A H IT E T � � : CV � � N 3 ' 1936 MONTAUK HIGHWAY t BRIDGEHAMPTON , NY 11932 _ _ }E � 631 537 3555 F 631 537 0558 °„�°, \\ \ 1 , 210 Fdwarcic Villapa Rlvrl �� tA n_�m pn R�V s��n \ ; Edwards , CO 81632 , 970 926 4151 \ � 3 ISSUE/REVISION DATE NO \ � DIFFUSER, RE MECHANICAL PERMITSET 21NOV08 . , • � EXISTING STRUCTURAL STEEL 2 1 �2 5�8, 4 � 9\ � � TOV PERMIT SET 05MAR09 � � ' ` DENSGLASS � � i Q , V ` � ; � � _ � � ' � EXISTING WALL, RE ARCH _ i � _, � � ` � CORE AND SHELL DRAWINGS i �� , i SUSPENDED GYP TRACK �i �� AIR SPACE _ � 1 " SLIP TRACK HEAD �� i E ECTRICALRE RE �� } 1 1 /4 „ � � �i � �� , GALVANIZED METAL STUDS , , `y� , . , � � ' � ' � . • i ,`n . . .� ti.Y . 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S "` ELECTRICAL PANELS , & WASHER BOXES TO ALLOW CEILING RECESSION INTO WALL PROVIDE CONTINUOUS FIRE ' ASSEMBLY F3 RATING 6 DOOR ASSEMBLIES IN CORE & SHELL ARE 6" FROM FINISH FACE OF ADJACENT PARTITION TO EDGE OF DOOR LEAF , UNO 7 REFER TO WALL TAGS, WALL TYPES, AND LIFE SAFETY TO SEE FIRE RATINGS, SOUND RATING , & DETAILS ASSOCIATED S AREAS WITH DEFERED SUBMITTAL TAG INDICATE 2301 BLAKE ST , STE #100 o DIAGRAMATIC PURPOSES ONLY DENVER , COLORADO 80205 � 9 NOTE PANIC HARDWARE ON ALL ELECTRICAL ROOM 303 861 8555 F 303 861 3027 `- DOORS 10 FIRE COMMAND ROOM TO HAVE 1 HOUR RATED WALLS, 0225 MAIN STREET UNIT C101 PER LIFE SAFETY DWGS EDWARDS, COLORADO 81632 11 FOR GAUGE OF EXTERIOR STUD WALL REFER TO STRUCTURAL DRAWINGS 970 926 8960 F 970 926 8961 � � 12 ALL COLUMNS ON THE GARAGE LEVEL, LEVEL 1 , AND � � LEVEL 2 ARE TO MAINTAIN A 3 HOUR ASSEMBLY AS M � DETAILED ON SHEET A13 01 U N O 13 ALL COLUMNS ON LEVEL 3 THROUGH LEVEL 8 ARE TO ' STEEL GUARD RAIL ��NTAIN A ONE HOUR ASSEMBLY, EXCEPT FOR ALL �-�� ATTACHED TO COLUMNS LOCATED IN THE LOADING DOCKARE TO HAVE I� � �, __, A 3 HOUR ASSEMBLY � �, �� : � _ CONCRETE SLAB 14 REFER TO SHEET A13 01 FOR INTERIOR WALL TYPES +� � � ;_� y�� _ °, 15 REFER TO SHEET Al2 02 FOR EXTERIOR WALL TYPES _ � - ��'=� F .�� - 5x5x3/8 DECK ANGLE � �� $� �„� �„�� 16 ALL FULL SIZE PARKING SPACES TO BE 9' x 18' AND g�� '� �� COMPACTS NOT TO BE LESS THAN 8' x 16' ALL DRIVE � � � � � �" �� '�� "'� � LOADING DOCK MEZZANINE �� - ;� � � _� �� E �� — AISLES TO BE 24' MINIMUM FOR TWO WAY TRAFFIC AND 16' , �, , � � M �-� � a o < ,� > � f - � ��, ° 130' - 1 " MINIMUM FOR ONE WAY TRAFFIC FOR 60 ANGLED �S':'. °F^•^^.� a'i'r� �b r�.� -..�' � m' <a� � H� �_ � � n Q � n 129 - 8 PARKING � `�`�e `� '� �� ` �*z �� : o 17 ANGLED PARKING TO BE 60 U N O � ' ' 18 REFER TO SHEET A13 03 FOR INTERIOR CEILING ' � �� , « �, � ,"^� , ,r�y' , . � � �. � �� r*�'�� 3`" . ` ..,x x � �- °% �� '� � ° ' 5 CONCRETE SLAB - , , �� "• PENETRATIONS, WALL PENETRATIONS, AND WALL � � � � � - < �� ,� � �� a �� _ `" � �� h v �� ? P �� JOINWG AND SEALING DETAILS U N O �� AND METAL DECK SOLID GROUT o-�«s `'�Y c ...x,-s�a - s - �fh � .ny '� : _ iw��,rysM 0 �� ' � � � .. � t � �`� . � ?�S�ka�� _ � .lr' ��, . � v ,r ;� r&;� � TOP CAVITY �, �� „� � ;� �`-� � - � `„� �� r�."' q�� , �s �� -�— � .� � �� "r �� r• te"^�a ��z4-- � c ",�� t" :��, a. r" -», a� `" _ " , F � _ �' ' ""''% � "� a ' °r --c;a �'. �, ir• ' 7+".,a � -m�`x '"� �„ z r 3 ��y ., �� '- `M��r. r.� ro�= � f � . . ' � ` � � � � `'""X �� µ�` � ~ 8x8x16 CMU WALL � � -� ; � �" �. �� '�°� 1936 MONTAUK HIGHWAY .�-� � � � � _. � �-,�.-.,,--�..,��- � . � ��`" "�� _ � �� BRIDGEHAMPTON , NY 11932 �:� � � � " "�� '� LEVEL 3 FINISH FLOOR 631 537 3555 F 631 537 0558 �� A� — — — 127 3 \ ��°�- :�. 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P A PROJECT # 06232 00 _ `f-' � DESIGN DATA � UNITS POOL HOT TUB LENGTH FT 47'-9" 14'- 0" WIDTH FT. 14'- 0° 8'- 0° POOL WATER SURFACE AREA SQ FT 660 120 � PERIMETER FT 143 49 � � � � Ar,C �"� � t ts VOLUME GALLONS 19, 750 2,020 CIRCULATION SYSTEM & FILTERS POOL TURNOVER HOURS 3 5 20 MIN RECIRCULATION RATE GPM 100 100 FILTRATION RATE (MAX DESIGN) GPM /SQ FT 12 5 12 5 2301 BLAKE ST , STE #100 FILTER AREA REQUIRED SQ FT 8 8 DENVER, COLORADO 80205 FILTRATION RATE (ACTUAL) GPM �SQ FT 10 � p 303 861 8555 F 303 861 3027 5 6 7 � 9 ) � � � 2 0225 MAIN STREET UNIT C101 FILTRATION AREA (ACTUAL) SQ FT 10 10 EDWARDS, COLORADO 81632 � �yy/ FILTER BACKWASH RATE GPM /SQ FT 15 0 15 0 970 926 8960 F 970 926 8961 � � � � � � � � � �� ` �� BACKWASH FLOW RATE (PER FILTER) GPM 75 75 - - - - - - - � - - - - � - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - -�- - - - - - - - - - - - - � -� i � � i , i � \ SURGE CAPACITY GALLONS 660 120 SEWER CAPACITY GPM 74 74 � � � � i i , DESIGN FILL WATER RATE GPM 12 27 DESIGN FILL TIME HOURS 24 1 � � � � p ' � � � � � � 0 GENERAL POOL NOTES I I I � � � 1 � DENOTES WATER DEPTH FROM WATER LEVEL � i � � , , 2 POOL & SPA FINISH TO BE CERAMIC TILE WITH INTERIOR TILE DEPTH MARKINGS & ETCHED STONE DECK DEPTH MARKINGS ' � � � � , - 3 TYPICAL POOL DIMENSIONS SHOWN ARE FROM INSIDE FINISHED POOL WALL 1936 MONTAUK HIGHWAY BRIDGEHAMPTON , NY 11932 � 4 THE JUNCTION BETWEEN THE SWIMMING POOL WALL AND THE FLOOR SHALL BE COVED 631 537 3555 F 631 537 0558 � � � � ' � WITH A �d1�(l�dt1� R" Rarnii� nR a� Nn�n 143 E MEADOW DRIVE , SUITE 300 5. DEPTH MARKERS AND WARNING SIGNS ARE SHOWN IN APPROXIMATE LOCATIONS VAIL, COLORADO 81657 I I I I � DEPTH MARKERS AND WARNING SIGNS MAY NOT EXCEED 25'- 0" APART FROM EACH 970 479 0100 F 970 926 8961 OTHER, OR SHALL BE PLACED AT EVEN FOOT INTERVALS PER LOCAL CODE � � � � ISSUE/REVISION DATE NO 6 ALL PROPRETARY NAMES MENTIONED ARE TO DESIGNATE PERFORMANCE STANDARDS ---- - - _ __ _ _ _ _ _ _ _ _ _ EQUIVALENT PRODUCTS MUST BE SUBMITTED FOR APPROVAL PROGRESS SET 02FEB07 1 i i � i i i � , //\ iiyt,�'� 7 SLIP RESISTANT STONE DECK - REFER TO ARCHITECT DESIGN DEVELOPMENT 20JUN07 2 � , � 'i�� ' i„��y 8 DECK DRAINS & HOSE BIBS - REFER TO PLUMBING POOL PERMIT SET 21NOV08 3 uYI�`� , - i i i i i i i�yul�Ml 9 ALL SURFACE WATER SHALL DRAIN AWAY FROM THE POOL TO DECK DRAINS REVIEW COMMENTS 02MAR09 4Q ' � Ii" '1II1 c 10 GFI OUTLETS - REFER TO ELECTRICAL . TOV PERMIT SET 05MAR09 5 I I � I � '�� '1` 11 ELECTRICAL INSPECTOR SHALL APPROVE BONDING OF POOL SHELL, FITTINGS AND i SWIMMING POOL T PICAL CONDUIT PRIOR TO THE APPROVAL OF REINFORCING STEEL FOR POURING OF CONCRETE ' i i i REFER SP1 0 i i _ J 12 POOL CONTRACTOR TO SUBMIT STRUCTURAL S S POOL & SPA SHELL MANUFACTURER DRAWINGS FOR REVIEW & APPROVAL PRIOR TO ANY FABRICATION � � i � , � _ � � 13 COORDINATE LOCATION WITH ARCHITECT FOR SPA EMERGENCY STOP & SPA TIMERS � i i � � i i i i i i � � � ° ° �� , , , , , , , , , , , , , , , ' SHEET INDEX � _ � � o , - - - - - - � _ _ _ _ _ _ _ _ _ _ _ _ _ _ i SHEET DESCRIPTION ``��oP�oo R �n�� - - - - - - - - - - - - - - - - - - - - ' - - � � - > • I SPO 0 POOL SITE PLAN �� • .• �pUG �R�s ., ��„= � � � � � � ; G ;�� C%. :i ` SP1 0 SWIMMING POOL PLAN & SECTIONS - � : o o • � ` • � 3�e�7 = � : ' ' � � � HOT TUB SP1 1 SWIMMING POOL DETAILS � � �,. ;' � � —� REFER SP2 0 ECK SP1 2 SWIMMING POOL DETAILS -� � ''• •'��' t`�� - ,, „� , � ► S � i i � � SP2 0 HOT TUB PLAN, SECTIONS, & DETAILS � . rs�' (� r � �I (q� ROUTE PIPING i � � NDER POOL DECK � SP21 HOT TUB DETAILS � , , TH�tOUGH THIS AREA � m m m COQRDINATE IN FIELD � � , SP2 2 POOL LOCATION POINT PLAN � ° � SP3 0 POOL SUCTION PIPING PLAN � � � � _ � �� ` � ' ' � ` � � � SP31 POOL RETURN PIPING PLAN �. \7 � �� 8 � SP4 0 POOL MECHANICAL ROOM PLAN � ' - - - - - - � - - - - - - - - '- - - - - - � SP41 POOL MECHANICAL DETAILS �' y , .y ' , - - - - - - - - � 8 SP5 0 POOL SYSTEM SCHEMATICS � , �� i O O i 0 i 0 I I I � ) � � � � � � m m m �-] � " - _ � - - - � _ - _ _ - � _ - O O - - - - - - _ _ _ - - _ I - _ - - - - _ - - - - - - - ``��Y;:��_�i�_° - , � - _ '_ -�--`s- ' - - � I I I _ - _ _ _ - - - ' � U � � , , , W J . � ti .. � , , , — � � ' � C� w - 0 � Z . � � oo Q — - - - - - - - - � - - - - - - - - - - - - - - - - - - - -� - - - - (� � . � � � � � � _ � O � � � O p t� � � � � � � � OQ Q � � � Q Q � w ' ' ' _! w O tn � � o�, i i i i ' � � � � � — — � � — — — — — — � — — — — — — — — — — � � `� � � � - � � , - - - - - - — - fi - - - - - - - - - - - 1- - - - - - - - - - - - - - - - - - - - - - - � - Q � � � � i U..� — � i � Q � � i � � � , , , � � � - - - - � � � � � � � , , , , U MECHANICAL ROOM i REFER SP4 0 i � i i i � � m m � � � � � � � � � � � � � �� , , � .�U �r 0 4 Z�a9 ��t�E�� €iEk�E POOL SITE PLAN � � PLOTTED --- � CHK'D BY Scott Nevin , AIA, Maggie Fitrgerald, AIA ■ COPYRIGF{f O 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS � a SHEET NUMBER _ � . � � POOL SITE PLAN . o �,, SPO 0 1 /4" - 1 ' - 0" 04/14/08 � � D P .A PROJECT # 06232 . 00 � . � POOL EQUIPMENT SCHEDULE - LEGEND ID ITEM GRAB RAIL AND RECESSED STEPS 48'- 5 7/8° � � REFER 10/SP1 1 . 14'-2 3/4° STRUCTURE TO STRUCTURE � 2 WEDGE ANCHOR � � � � /4i"C � � l. lS 7'- 61 /2" 40'- 11 3/8° O REFER 9/SP11 � GRAB RAILS REFER 10/SP11 STRUCTURE TO STRUCTURE STRUCTURE TO STRUCTURE ; UNDERWATER LIGHT WALL SECTION 2 4 ,4 O3 REFER 2/SP11 .. _ . � 5 SPt 1 SP1 1 P1 0 DECK LEVEL � - i i � O MAIN DRAIN FRAME & GRATE REFER 15/SP41 � � � � � � POOL LIFT 2301 BLAKE ST , STE #100 � � � � � I � � O REFER 6/SP1 1 DENVER, COLORADO 80205 � ;�, � ;Y, � � i 303 861 8555 F 303 861 3027 � � _ � N I� I I Z 0225 MAIN STREET UNIT C101 EDWARDS, COLORADO 81632 � � 3 � � 970 926 8960 F 970 926 8961 ° ° ° ° ° ° ° ° °° � P ' o - DEPTH MARKER SCHEDULE � U (V BASE WATERPROOFING � � \ � � � ID SIGNAGE REFER TO ARCH ; �" � i � � - 4 - 0" - 3'- 6„� C° A 3 FT - 6 IN � o � - - - - B 4 FT - 0 IN N � � � A Z NO DIVING � , ^ ; � P1 0 REFER 8/SP1 1 FOR DETAILS i � � 4 SWIMMING POOL SECTION N � � � — 3�-6° , � o 0 0 � � SP1 . 0 � "' CONTRASTING NOSING SP1 .1 / / � 1 /4�� - � � - �� z �� 07 ao ° REFER 9/SP1 .1 i �, � � , , � � , , � . , , � � � � U J� � 0 - � I N / — 3,- 6n T . A I = � � , � , , , , � 1936 MONTAUK HIGHWAY ° BRIDGEHAMPTON , NY 11932 WATERWALL N 631 537 3555 F 631 537 0558 REFER 4/SP11 � 2 143 E MEADOW DRIVE , SUITE 300 vnu (`C11 C1R � IlC1 R1R�7 970 479 0100 F 970 926 8961 20'- 5 3/4" 9'- 1 3/4" 9'- 5 1 /2° 9'- 5 1 /2" ISSUE/REVISION DATE NO Z 6 Z PROGRESS SET 02FE607 1 11 '- 3 3�8° 37'-3 1 /8° DESIGN DEVELOPMENT 20JUN07 2 . STRUCTURE TO STRUCTURE POOL PERMIT SET 21NOV08 3 REVIEW COMMENTS 02MAR09 Q4 TOV PERMIT SET 05MAR09 5 � � SWIMMING POOL PLAN SP1 0 � /4„ _ � , _ �» ,zi, �io� 37'-2 1 /2" 10'- 11 3/8" � � ' ' ' / „ /,//,S , n `\`��o�p,0� RE�'� �,�; 2 - 5 3/8 ,� . . • . ��` y , � , „ , r . \ 4:s�0 u � �ES��;,D; � q 6 - 7 1 /2 1 2 - 3 1 /2 1 5 - 3 1 /2 1 1 '- 6° U N D E R W A T E R L I G H T � � ` REFER 5/SP1 1 � ' � '4797 � � ` , ` : -o ' � _ � ' : ;' ' a . ; �y � �\ _%{° . . . • •'� �`' \ % % r• � WATERWALL �' �i, � ; REFER 4�SP1 1 '�� ; HANDRAIL % REFER TO ARCH ; � STONE WALL BEYOND SKIMMER ; REFER TO ARCH 3 TYPICAL REFER 3/SP11 � DECK LEVEL � W R V � a i � � � 5 M O o O ^ O O M � V d � Ot 4 � O G Q 4 Q �1 Q U .1 J a V p ° ae a Q ° Q ° e d g a d a aa J MAIN DRAIN STRUCTURAL DRAIN BASE WATERPROOFING W REFER 15/SP41 REFER TO PLUMBING REFER TO ARCH > � � 17'- 5" 3'- 0" 22'- 9° 4'- 11 7/8" �/ � w I..L � � . • 0 � O � � � � � - � O p cn OQ Q 2 SWIMMING POOL SECTION Q Q � W SP1 . 0 � �4» _ � , _ �» ,Z�,�io� � C 0 � G � 0 � 0 � Cn t� v O Q J � W — (n � Q Cn 40'- 11 3/8° � � O STRUCTURE TO STRUCTURE r n/ 40'- 7 3/8" rL.L STRUCTURE TO STONE v NOTE STONE WALL BEYOND _ ��'� ��'�� f DECK LEVEL � . � �� - � ��F�� c��°^ � � � � > � �. � , e , a a a �< $ a d Q^ ° ° d ° o o ° � d � a d � n e o REFER A 5/S 4IN STRUCTURAL DRAIN RE ERW OT ARCH OFING SW I M M I N G POO L P LAN & REFER TO PLUMBING 20'-2 3/8" 3,_ �° 17,_ 5^ SECTIONS x � PLOTTED ---- � CHK'D BY Scott Nevin , AIA, Maggie Fitrgerald, AIA x � COPYRIGHT OO 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS � SHEET NUMBER � � 3 SWIMMING POOL SECTION _ � . o o SP1 . 0 1 /4" - 1 ' - 0" 12�� D P .A PROJECT # 06232 . 00 N O / - � � � . � � - ` z _ ` � 2 #4 DOWELS CONTINUE AT PERIMETER ` � SEAL AT WATERPROOFING � z � LOCK TOP OF POOL WALL I ` o o INTO COMPOSITE DECK . I o0 1 °x1 ° CERAMIC �� °� � TYPICAL COORDINATE WITH ARCH TILE WITH 1 /4" x w o � � � �4" AND STRUCTURAL � MORTAR BED � ` �- � � } } � _ S S TROUGH � � o STONE DECK � � AI�C � � l. l.S � I � � �, � �� z � RETURN S S OVER STRUCTURAL CONCRETE � I I _ CONTRASTING / � X °m � � i' � ° TILE � � � w Q � REFER TO ARCH REFER TO ARCHITECT WATER PROOFING `" `� '�� % WATER LEVEL � SEALANT � I I o 2° SUPPLY HEADER � � n WATER a a a � I � _ � REFER 11 SP11 / i � 1 1 �4 SUPPLY HEADER o o a a � � //////////////% � ,,,,,,,,,,,,,o LEVEL � �.__=a� j � REFER 11 �SP1 1 ��///�i, 2301 BLAKE ST , STE #100 6 � �� DENVER, COLORADO 80205 STONE VENEER � S_S SUPPLY TROUGH a �� LIP FLUSH WITH STONE '' 303 861 8555 F 303 861 3027 I � DETAIL A—A REFER TO ARCH SEAL PIPE @ TROUGH ~ � WITH EITHER WELDED S S FACE � 0225 MAIN STREET UNIT C101 3° = 1 '- 0" SECONDARY WATERPROOFING � BACKER BOARD N EDWARDS, COLORADO 81632 LLATICRETE HYDROBAN COUPLING OR GASKETED AND SEAL ALL FITTINGS SEALED BULKHEAD FITTING WAP OVERE & S�E�ALI TO STONE AT POOL SHELL � 970 926 8960 F 970 926 8961 OR TREMCO 360NF COORDINATE IN FIELD Q PLAN � REFER TO ARCH > � FROM FILTER BACKERBOARD � TWO 2° PIPES IN WALL BASE WATERPROOFING TILE FINISH OVER SYSTEM STRUCTURE WALL REFER TO ARCH 1 REFER TO ARCHITECTURAL REFER TO ARCH �` CAVITY FOR WATER FEATURE COORDINATE FOR INSTALLATION S S POOL SHELL COORDINATE WITH STRUCTURAL STEEL SUPPORT FRAME STONE VENEER � SECONDARY WATERPROOFING UNDER STRUCTURAL WATERPROOFING 2�- 6" 8H 2 — �� $H REFER TO ARCH `� STRUCTURAL WALL STONE VENEER P00 L�FIABRICATOR REFER TO ARCH BASE WATERPROOFING REFER TO ARCH �� STONE VENEER W BASE WATERPROOFING REFER TO ARCH � � FOR INSTALLAION � WATER PROOF PAN REFER TO ARCH EXTEND STONE TO � � a a REFER TO ARCHITECT POOL FLOOR ° ° Q � � ° ° a a o a a a S/S GRAB RAILS � � �_ 3n � ° � � ° ° N N � WATER WALL SECTION � ° ° 6 A SP1 . 1 � � �2„ _ � , _ 0„ ,zi„im � DECK LEVEL a 1936 MONTAUK HIGHWAY 0 o WATER BRIDGEHAMPTON , NY 11932 `D WATER LEVEL o oa a a WATER LEVEL `� � LEVEL 631 537 3555 F 631 537 0558 � � �—� a � � 6°x6" CERAMIC TILE WITH LOCK TOP OF POOL WALL 143 E MEADOW DRIVE, SUITE 300 � � WEDGE ANCHOR COPING IN ItKNAIIUNAL NU UIVIN� STMtiUL POOL EDGE INTU STRUGTUftE STONE VENEER WITH VAIL, (.ULUKAUU tSlbb / TYPICAL 970 479 0100 F 970 926 8961 � \ � � REFER 10/SP1 1 S S POOL SHELL ° SP � \ � ° � FROM PP6 � WALL SECTION C� DECK ISSUE/REVISION DATE NO I � i � � SP1 . 1 » > » SEAL � 3/4 - 1 - 0 �Z�� 07 PROGRESS SET 02FE607 1 _ \ SLIP RESISTANT F REFER TO ARCH ° SLIP RESISTANT � � �- STAIR BRACING TILE ° e DESIGN DEVELOPMENT 20JUN07 2 . TILE � � PER S S MANUFACTURERS � N O D I V I N G °'"` � � \ DRAWINGS POOL PERMIT SET 21NOV08 3 I � \ \ DE�PTH MARKERS & WARNING PIOOLOSHELL S REVIEW COMMENTS 02MAR09 Q4 �I T��RI SSS I I I \ � \ ELEVATION WARNING SIGN PLAN SIGNS ON DECK TO BE WATER - I I \ POOL WALL BRACING BEYOND ETCHED INTO STONE SURFACE BASE WATERPROOFING & STAINED COORDINATE REFER TO ARCH TOV PERMIT SET 05MAR09 5 I I � \ REFER TO S S MANUFACTURER'S LAYOUT WITH ARCHITECT & � � � DRAWINGS DECK FINISH SELECTION a a � � � a � I a � 4 4 � d a /d f d `� d � I I i Q d Q 4 � p � � � a d d Q � d � � � O d 4 4 / / � 4 - - - - - - - _ a a a a a � a - - - - - - - - "' `� W A T E R ° ° � � � � ° ° a � LEVEL STRUCTURAL WALL �� BASE WATERPROOFING � REFER TO ARCH FURRING j RE�FER ONARCH WARNING SIGN ELEVATION REFER TO ARCH j FOR WSTALLAION � EXTEND STONE TO 4 WATER WALL SECTION � POOL FLOOR STONE DECK �� ' � � pQ RE ��''� 11 GRAB RAILS & RECESSED STEPS _ �OPING SP1 1 » _ , » , , � � . � � � � � . . . , DECK 3 �4 � _ p ,z „ o� j �`�� °�:o Gs�.� � � � » , „ ,z „ o� ;`\ o auGL� �� ; ; V ;' � � . o - SP1 1 3 /4 - 1 - 0 � � ^ CONTINUEWAT #ERIMETER j o o WATER LEVEL � : o �� - � � WATER ^� SEAL AT WATERPROOFING � ` : � ��7g7 � ° ` LEVEL � � _ � ' � � _ _ ,� _ � . ' 4 . LOCK TOP OF POOL WALL ° � �` � `� � ; � " � . a _ � INTO STRUCTURE � STONE VENEER OVER '� � � E � � j S 5' 2 �T � I N � TYPICAL S S POOL SHELL �� I � WE�R o o° a ° a / r� TYPICAL 2 , �2°� TYPICAL DEPTH MARKER ELEVATION DEPTH MARKER PLAN � REFER TO ARCHITECTURAL � $„ � COORDINATE FOR INSTALLATION F STAINLESS MAIN DRAIN o j SUMP AND GRATE 8 DEPTH MARKERS & WARNING SIGNS ' , �, SEAL , CONDUIT WATERTIGHT TO WALL J-BOX REFER TO ARCH � ANTI- VORTEX 1 1 /4"� TYPICAL SP1 1 » > » REFER ELECTRICAL � 3/4 - 1 - 0 �Z�� 07 � PIOOL HELL S PLATE 6� SEAL AT CONDUIT � �" 1 1 /4°� END- CAPPED PIPE PROVIDE SUFFICIENT CORD BASE WATERPROOFING / w REFER TO ARCH � `�' PLAN WITH 1 /2" DIA HOLES DRILLED WRAP AROUND FIXTURE ¢ S S LIGHT NICHE WEDGED AND SEALED � � APPROX 6" 0 C EACH SIDE FOR DECK RELAMPING � a � - a a � n S/S CLAMP TO S S POOL SHELL a a a a a a a a 1 1 /4°0 END- CAPPED PIPE TILE OVER S S 2 S LIP R E S I S TA N T U N G L A Z E D a ° B a � � � ° a ° � � STRUCTURAL DRAIN WITH 1 /2" DIA HOLES DRILLED W I T H L A T A PO�X ES00 CERAMIC TILE w C O O R D I N A T E W I T H P L U M B I N G APPROX 6" 0 C EACH SIDE CONTRASTING COLOR � BOND, TYPICAL � Q S S MANUFACTURER TO � ' COORDINATE WITH ARCHITECT MAIN DRAIN SUCTION TO SIGHT GLASS OR ° � � FOR ADDITIONAL STONE TO FILTER ROOM DAYLIGHT TO SANITARY � � J h ° 4 a d ° � a ° � ' e' a ° ° a ° a � ° VENEER SUPPORT REFER TO PIPING PLAN � � .. � ° �/ W � � L.L C� CV ° � a ^ � ` - � BASE WATERPROOFING � � REFER TO ARCH � O TILE OVER S S � � � SECTION WITH LATAPDXY 300 O � ADHESIVE 5 TYPICAL UNDERWATER LIGHT 2 WALL SECTION C�3 STONE WALL � 0 � � SP1 . 1 3/4" - 1 ' - 0" 1zh,�o� SP1 1 3 4 - 1 - 0 � a�.�/ a / » , „ t2/»/o� Q Q I..L W � J O u� ; � SUPPLY HEADER y� CONTRASTINC NOSINC TILE � � � 1Z FOOT REST O Q Q SP1 . 1 » _ , _ » �o/n/o� SP1 1 6 » _ � , _ �» >z/> >/o� _ _ ~ 1 — 1 0 — � � 2ao• � — �o° � � — Q —� � ROTATION , i �� \ — W — � / 12°xt2" STONE SKIMMER Q � /1 LID TO MATCH DECK � � vJ � / \ � � � O i � _ � � � � � �4� I � � � 5/$n � � a, S S SUPPORT U 6,. � n 3n � , r � � � PLAN � R4 -4 � ;r, CEILING SOFFIT I I ' PLAN STONE VENEER ' � � � �2n 1\ / �'��0 �� `'� METAL STUD WALL / � � � PATH OF WATER CHROME PLATED � � � / 7 1 /8° 1 '- 0 1 /4° � �� 0 � �0 SEAL SKIMMER TO S S PLAN POOL SHELL ��ti � - �� GLASS MAT GYPSUM TILE V— GROOVE IN ESCUTCHEON PLATE � / ��;��b�;�� .��4^� BACKER � DENTURED LIP OF WITH LOCKING SET SCREW I � � � TYPICAL GRANITE LEDGE � ��i � � � j � WATER a WATER SOURCE PROVIDED 1 1 /4° SUPPLY HEADER TILE FINISH ON DECK AT ANCHOR LOCATIONS ° , � \ � aa ° LEVEL a � � , BY MULTIPLE INLETS / � "' REFER 11 �SP11 AND AT POOL INTERIOR TILE FINISH FLOOR ° � � j ° a � CONCRETE COLLAR WATERPROOFING SPANNING WIDTH OF LEDGE _ � � AS SHOWN ON ELEVATION � j � OVER S/S WITH LATAPDXY 300 ADHESIVE a a � a � / � PATH OF WATER S/S BOLT & WASHER AROUND SKIMMER REFER TO ARCH ///�/./�//�� / ° ° ; ° a a STEEL NUT AND BOLT � �� j � BRONZE WEDGE a � � ' ° SEAL (� WATERPROOFING SWIMMING POOL DETAILS / ///// / / BRONZE BODY ° a 1 ° o 0 o UNDREF R� 5 LSP1 1 TYFICAL STEEL PLATE BLOCKING a i / j ° � a a a ° a a d a � TILE OVER S S SHELL TO FILTER ROOM sn GRANITE LEDGE a a � WATERPROOF a � a a ° a TO MAIN DRAIN SUMP REFER TO ARCH � BASE WATERPROOFING / ° ° � ° a a � 4 Q a a a d d � �� REFER TO ARCHITECT � a a a a ° ° a ° � a � , ° ° Q a PLOTTED � SECONDARY WATERPROOFING j ° d � a ° ° 3 - > > �2n C H K'D B Y S c o tt N e v i n , A I A, M a g g i e F i t z g e r a l d, A I A x FLASH AT S/S POOL SHELL a REINFORCING STRUCTURE ELEVATION ELEVATION PER S S MANUFACTURER COPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS � SECTION SHEET NUMBER � r ° � 3 WATER FEATURE SECTION DETAIL � � o WEDGE ANCHOR _ o `' � � 6 POOL LIFT 3 TYPICAL SKIMMER DETAIL � o SP1 . 1 3» _ � , _ �» �o/n/o� � l ' , SP1 . 1 „ > » �2/> >/0� SP1 . 1 3 $„ _ � � _ �„ �2/»/0� 3 - 1 - 0 � ,2�„�0� SP1 . 1 1 /2" - 1 ' - 0" D P .A. PROJECT # 06232 . 00 � \� � � .r . \ \ \ . � � • � � QrChlt tS \ \ _ WATER o oa LEVEL 2301 BLAKE ST , STE #100 DENVER, COLORADO 80205 303 861 8555 F 303 861 3027 a � 0225 MAIN STREET UNIT C101 o EDWARDS , COLORADO 81632 � 970 926 8960 F 970 926 8961 � (V i � CONDUIT WATERTIGHT TO WALL J- BOX � REFER ELECTRICAL SEAL AT CONDUIT PROVIDE SUFFICIENT CORD r WRAP AROUND FIXTURE FOR DECK RELAMPING S/S LIGHT NICHE WEDGED AND SEALED S/S CLAMP TO S S POOL SHELL BOND, TYPICAL " D� � � o p o o ✓ o 0 o ° � � o g o � � ° I 1936 MONTAUK HIGHWAY UNDERWATER LIGHT C� STONE WALL BRIDGEHAMPTON , NY 11932 � 631 537 3555 F 631 537 0558 SP1 . 2 3 /4» - 1 � - 0» tz/� �/o� 143 E MEADOW DRIVE , SUITE 300 � VAIL C�L�RAD(] 81657 970 479 0100 F 970 926 8961 ISSUE/REVISION DATE NO � � PROGRESS SET 02FEB07 1 \ DESIGN DEVELOPMENT 20JUN07 2 � POOL PERMIT SET 21NOV08 3 � REVIEW COMMENTS 02MAR09 �4 � 1 '- 1 11 �16" TOV PERMIT SET 05MAR09 5 SEAL SKIMMER TO S/S � 1 '- 0 1 /4° POOL SHELL � _ TYP \ WATER — LEVEL � � CONCRETE COLLAR WATERPROOFING AROUND SKIMMER REFER TO ARCH SEAL � WATERPROOFING TYPICAL ii � r � ��,�� ► ��PpQ R ��'�s �� T : ;��4o ��p� GL,�J��'�,�_ TO FILTER ROOM : : � O ` � � ; p o , ; • � 3�797 � � \ , � _� :� � � \ _ '� �' ' �;v�'¢�� ' ° " • � i � WATERPROOFING � � � ,'�� i `\ � � > "� TO MAIN DRAIN SUMP REFER TO ARCH l � o 0 0 0 D O ' D p p � � � g D � D Q REINFORCING STRUCTURE PER S/S MANUFACTURER 2 SKIMMER C� STONE WALL SP1 2 3 �4„ _ � � _ �» ,2i„io� U W J > � J � � � � W _ � � Z l � O � � - O � - � O p c� � Q Q Q Q �c w J w O c� �, � � � Q Q s C1) c~r� v O � Q � � w _ c� . � Q tr� d- > O � � U �� + o � �� j�3 � � 2, �+� a A�i��;�r7 , �li� SWIMMING POOL DETAILS � ---- PLOTTED � CHK'D BY Scott Nevin , AIA, Maggie Fitrgerald, AIA x • COPYRIGHT OO 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS � SHEET NUMBER . � O U " � ■ . o 0 �`' D P .A PROJECT # 06232 . 00 _ � COORDINATE FOR ' VAPOR BARRIER POOL EQUIPMENT SCHEDULE . / LEGEND ID ITEM WATER LEVEL a � , „ , n A , „ a a / 3 -8 4 - 8 4 -0 ,n O UNDERWATER LIGHT .V REFER 7/SP2 0 . STRUCTURAL WALL / � � � � � O RE ERDR 51�S 41ME & GRATE � . , � _ - Arch � t ts � / i STONE VENEER N FURRING REFER TO ARCH , FOR INSTALLATION CONTRASTING NOSING 3 � O POOL LIFT CONDUIT WATERTIGHT TO WALL J— BOX - / EXTEND STONE TO - REFER 2/SP21 _ REFER 9/SP2 0 R E F E R E L E C T R I C A L POOL FLOOR S T O N E D E C K II BASE WATERPROOFING � , PROVIDE SUFFICIENT CORD � � SEAL AT CONDUIT COORDINATE WITH ARCH j WRAP AROUND FIXTURE #4 DOWELS AT 24" 0 C � � DEPTH MARKER SCHEDULE 2301 BLAKE ST , STE #100 FOR DECK RELAMPING � DENVER, COLORADO 80205 SEAL AT WATERPROOFING �; WATER LEVEL p2 0 303 861 8555 F 303 861 3027 S/S CLAMP S/S LIGHT NICHE WEDGED AND SEALED % ; BASE WATERPROOFING ID SIGNAGE _ TO S S POOL SHELL � � REFER TO ARCHITECTURAL 0225 MAIN STREET UNIT C101 LOCK TOP OF POOL WALL , i A 3 FT — 6 IN N INTO STRUCTURE % COORDINATE FOR INSTALLATION F EDWARDS , COLORADO 81632 � BOND, TYPICAL COORDINATE DETAIL ' �� ° Z NO DIVING � 970 926 8960 F 970 926 8961 � WITH ARCH � � TILE OVER / S S POOL SHELL r � a a " ° � a / o Q O Q d d -� a a a ° /� TILE WITH S S a o � � ° � ° ° � POOL SHELL o 0 � � � � 92� � � / � � - BASE WATERPROOFING STAINLESS MAIN DRAIN � SUMP AND GRATE � � � REFER TO ARCH / o � � / ANTI - VORTEX i 1 � � UNDERWATER LIGHT SEAL , � PLATE °� � n � REFER TO ARCH / — 3 — 6 SPZ. O 3 /4�� — � � — O'� � ��30�°7 BASE WATERPROOFING / W P2 / REFER TO ARCH / > / a a � a a � � Z � a a 2 2 2 a a a a a o ° a a a ° � ° 2 1 /2"W x 6°L x 2" SOCKET CYCOLAC WHITE ° B a ° � � " a DECK FITTING FLUSH WITH FINISH WALL C° COORDINATE DETAIL WITH ARCH, STRUCTURAL, � 1936 MONTAUK HIGHWAY AND WATERPROOFING S S MANUFACTURER TO MAIN DRAIN SUCTION COMPOSITE STRUCTURAL N BRIDGEHAMPTON , NY 11932 COORDINATE WITH ARCHITECT 631 537 3555 F 631 537 0558 g� FOR ADDITIONAL STONE TO FILTER ROOM DECK o 0 0 � � Z" AIR HEADER LOCATED VCNCCR 3UFPORT RFFFR T(1 PIPINC PLAAI � -�� C MCADOW DRIVC, CUITC �00 ABOVE WATER LEVER STRUCTURAL DRAIN VAIL, COLORADO 81657 REFER TO PLUMBING 970 479 0100 F 970 926 8961 WATER LEVEL `� G ` 4 WALL SECTION P ISSUE/REVISION DATE NO CLAMP AND SEAL TO ^ SPZ O » > » 2 S S SHELL TYPICAL 3 /4 — 1 - 0 > >/30/0� � 2�_ 4^ PROGRESS SET 02FEB07 1 � HYDROTHERAPY STRUCTURE TO STRUCTURE DESIGN DEVELOPMENT 20JUN07 2 z HEADER 0O POOL PERMIT SET 21 NOV08 3 , � 1 1 /2" F P T REVIEW COMMENTS 02MAR09 Q4 _ x 2 S BUSH #4 DOWELS AT 24" 0 C SEAL AT WATERPROOFING TOV PERMIT SET 05MAR09 5 LOCK POOL SHELL INTO NTO COMPOSI EODE KALL � HOT TUB PLAN COMPOSITE DECK TYPICAL COORDINATE DETAIL WITH ARCH • STONE DECK SPZ. O � /Z �� — � � — O �� 30�°7 RETURN S S OVER STRUCTURAL CONCRETE BASE WATERPROOFING � �,P REFER TO ARCH N REFER TO ARCH WATER PROOFING w REFER TO ARCHITECT � ¢ � SEALANT ' WATER a a a `� ° � a a ° LEVEL a ° � a a a a a a o a a O � d d Q 4 4 a � O �f_ On CONTRASTING NOSING � � � iri � � � ��i��,�� P 0, � E . S,� ' � REFER 2/SP21 4'- 0° 4'- 0° UNDERWATER LIGHT `�� p �� '� °�=� C° SEAL ALL FITTINGS REFER 7/SP2 0 � : t�� ;�� sc'•, �'o = � ; o o ' � "' AT POOL SHELL ` : � 3�A�� ; \ 8 HYDROTHERAPY FITTING ' � : � � TILE FINISH OVER -� ��'•., ;•' �c�, ,�� SPZ. O 3 /4�� — � � — O�� »/�/o� S S POOL SHELL FROM FILTER r � • � � � � � ��— � ''� � 1^� � C ,1 SYSTEM COORDINATE DETAIL '� i � ' ' �j/�'��J STEEL SUPPORT FRAME WITH ARCH & STRUCTURAL SKIMMER / COORDINATE WITH REFER 6/SP2 0 POOL FABRICATOR BASE WATERPROOFING DECK LEVEL FOOT REST � REFER TO ARCH _ � a a � WATER LEVEL CO Q > 240' / o 0 o O � � ° a a Q � � a ° � a OO OO ROTATION o o � a a a a � � aa a a , a a o a a � � � i � � / N O O O \ � / � � i R4�- 4n � `° 5 WALL SECTION � SP2 0 3�4�, _ � , _ �„ „i3oio� V 1 � � � a a J � ° ° � ° � ° w J � � a �� BASE WATERPROOFING � ~ � � e PLAN � REFER TO ARCH �/ � W � 4'- 3" 3'-9° CENTER OF MAIN DRAIN Q � z ' R REFER 15/SP41 � O � � � O � � O � vJ 12"x12" STONE SKIMMER 2 HOT TUB SECTION � Q LID TO MATCH DECK Q Q _ ' SP2 0 � /2 » _ � , _ �„ „�ao/o� �..�..� Q � 0 0 0 � � 0 � � S S SUPPORT � O � � � � Cn u� v O PLAN � 'L�_ On � SEAL SKIMMER TO S S � J ♦�/� 3'- 1 1 /2" ♦ ^ POOL SHELL � v , TYPICAL 6'- 0" 6'- 0" UNDERWATER LIGHT Q � Q d REFER 7/SP2 0 � � vJ EIEVATION WATER o a � O LEVEL a , a WATERPROOFING SKIMMER � � POOL LIFT C ROUNDESK MMER REFER TO ARCH REFER_ 6/SP2 0 r , 9 v SP2 � 3 /8» — � � — �» »/30/0� REFER T 8/SP2 pJET TO FILTER ROOM WALL INLET COORDINATE DETAIL TILE OVER S S_ SHEL� WITH ARCH & STRUCTURAL REFER 14/SP41 ��' � �'�� `� BASE WATERPROOFING DECK LEVEL TO MAIN DRAIN SUMP REFER TO ARCH c° WATER LEVEL o �� Q � ��G� a a � e � a a < � ° � o � a ° ��t� �r��i'a�C� a a , a O O O a d F ELEVATION PER S SCIMANUFACTU ER � � > O . O HOT TUB PLAN , SECTIONS , & DETAILS 6 SKIMMER DETAII � � SP2. 0 � /2» _ � , _ p» „��o/o� a a a a a a a a a a a x a ° � BASE WATERPROOFING PLOTTED -- CHK D BY Scott Nevin , AIA, Maggie Fitrgerald, AIA v� REFER TO ARCH x1 >_ 7° 3,_ 1 " 4,_2" 3'_2" CENTER OF MAIN DRAINS � ■ REFER 15/SP41 � COPYRIGHT OO 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS a SHEET NUMBER . � � 3 HOT TUB SECTION . o SP2 0 � �2 » _ � , _ �» ' „/30/0� `� D . P A. PROJECT # 06232 00 � O � 6"x6" CERAMIC TILE WITH COPING INTERNATIONAL NO DIVING SYMBOL POOL EDGE �i � � • ' � QrChlt tS � NO DIVING ° NOTE WARNING SIGN PLAN DEPTH MARKERS & WARNING SIGNS ON DECK TO BE WATER ETCHED INTO STONE SURFACE & STAINED COORDINATE 2301 BLAKE ST , STE #100 LAYOUT WITH ARCHITECT & DENVER , COLORADO 80205 DECK FINISH SELECTION 303 861 8555 F 303 861 3027 � � � � 0225 MAIN STREET UNIT C101 _ _ _ _ _ _ _ _ _ � � �o EDWARDS , COLORADO 81632 WATER 970 926 8960 F 970 926 8961 LEVEL WARNING SIGN ELEVATION DECK COPING � � � � WATER � LEVEL 2FT - 61N � DEPTH MARKER ELEVATION DEPTH MARKER PLAN 1936 MONTAUK HIGHWAY BRIDGEHAMPTON , NY 11932 * FOR REFERENCE ONLY REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS 631 537 3555 F 631 537 0558 DEPTH MARKERS & WARNING SIGNS 143 E MEADOW DRIVE , SUITE 300 VAIL, COLORADO 81657 � 970 479 0100 F 970 926 8961 SP2 . 1 3 /4» _ � , _ 0�, �2�n�o� ISSUE/REVISION DATE NO PROGRESS SET 02FEB07 1 DESIGN DEVELOPMENT 20JUN07 2 TILE OVER S S 2" POOL PERMIT SET 21NOV08 3 WITH LATAPDXY 300 SLIP RESISTANT UNGLAZED . ADHESIVE CERAMIC TILE REVIEW COMMENTS 02MAR09 Q4 CONTRASTING COLOR TOV PERMIT SET 05MAR09 5 (V TILE OVER S S WITH LATAPDXY 300 ADHESIVE � � � iiii ��i�,,. ``��4��pC� R E��s��; CONTRASTING NOSING TILE ,.` °� :�°�uG �Q`� ..�� -- 2 ; � : `� c��, .. � — , :� — SP21 » , » ; . -� ��'�7 ° � � 6 _ � _ p �z/> >/o� � � ' :' � � _ .� ' � �4, �� _' � ., , . ` ``�E i . / • � � a f�. /' ' � � � � � / / � � � ' � 'S� � PLAN 1 1 /2" CHROME PLATED ESCUTCHEON PLATE � WITH LOCKING SET SCREW � � � � TILE FINISH FLOOR ° � � ° , , a v OVER S S WITH ° � ; � ° ° - LATAPDXY 300 ADHESIVE a � � � � � S/S BOLT & WASHER a ° � I ° a � � � J � a � � � - BRONZE WEDGE a , ° � � � d d ' d BRONZE BODY z a �_ ^ � � d a da a a M O � ...� a a aa � a O � ° a � � a a O � V , a � • a a a a a � a Q Q Q a � a a a d � � 1 ' 1 O d p W O _ Q � � O _ I SECTION � -� 0 O � Q ~ U Cn cr� O . 3 WEDGE ANCHOR Q J � SP21 3„ _ � � _ 0» ,zi„io� W — � � Q � � > � � �/ U �'��'�� QG� �� SPA DETAILS � --- PLOTTED � � CHK'D BY Scott Nevm , AIA, Maggie Fitzgerald, AIA x • COPYRIGHT OO 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS � SHEET NUMBER � . � O U " � ■ , o 0 �'' D P .A PROJECT # 06232 00 _ � � ,-- = _ i ^ S 9 � O LOCATION POINT SCHEDULE �P# X Y DESCRIPTION 1 12'- 3" - 3�-2 1 /4° CONSTRUCTION POINT 2 1 '- 10 1 /4" - 3'- 2 1 /4" CONSTRUCTION POINT i i i 3 1 '- 10 1 /4" 5'- 10 1 /4° CONSTRUCTION POINT � 4 8'- 9 1 /2° 5'- 10 1 /4" CONSTRUCTION POINT � i i i 5 8'- 9 1 /2" 14'- 4 1 /4° CONSTRUCTION POINT � � � ArCh � t ts — - — - — - - - - — - — — - — - - - - - - - - - - - - - - - - - - - 6 49'-5 1 /2" 14'- 4 1 /4° CONSTRUCTION POINT T 7 49'-5 1 /2° 5 3/4° CONSTRUCTION POINT � ' ' 8 6'-3" 6° CONSTRUCTION POINT 9 30'- 6 1 /2° 10'-6 3/4" CENTER OF MAIN DRAIN O i i i 10 30'- 6 1 /2" 4'-3 1 /2" CENTER OF MAIN DRAIN 11 3'- 9" - 5'- 0 1 /4" SKIMMER 2301 BLAKE ST , STE #100 i i i 12 15'-3° - 1 '- 4 1 /4n SKIMMER DENVER COLORADO 80205 13 42'- 10" - 1 '- 4 1 /4n SKIMMER 303 861 8555 F 303 861 3027 14 1 '- 10 1 /4" - 11 1 /2" WALL INLET � � � 15 1 '- 10 1 /4" 4'- 0 1 /2" WALL INLET 0225 MAIN STREET UNIT C101 n EDWARDS , COLORADO 81632 �J 16 49'- 5 1 /2" 11 '- g" WALL INLET 970 926 8960 F 970 926 8961 i i i O 17 36'- 8 1 /4n 5 3/4" WALL INLET I, 18 22'- 11 1 /4" 5 3/4" WALL INLET ' � i i 19 3'- 9" - 3'- 2 1 /4" UNDERWATER LIGHT 20 15'- 3° 5 3/4" UNDERWATER LIGHT ' 21 30'- 6 1 /2" 5 3/4" UNDERWATER LIGHT I � � � _ 22 42'- 10" 5 3/4" UNDERWATER LIGHT II 23 46'-5 1 /2n 5 3/4" GRAB RAILS i � � 24 35'-0 1 /4" - 4'- 1 3/4" CONSTRUCTION POINT 25 35'-0 1 /4" - 6'- 0 1 /2" CONSTRUCTION POINT �I i i i 26 43'-8 1 /4" - 6'- 0 1 /2" CONSTRUCTION POINT I 27 43'-8 1 /4" - 14'- 0 1 /2" CONSTRUCTION POINT '', 28 31 '-8 1 /4" - 14'-0 1 /4" CONSTRUCTION POINT � ' ' 2g 31 '-8 1 /4" - 4'- 1 3/4" CONSTRUCTION POINT 30 33'-3 1 /4° - 10'- 3 1 /2" CENTER OF MAIN DRAIN � � � 31 36'-9 1 /4" - 10'- 3 1 /2" CENTER OF MAIN DRAIN 32 40'- 3 1 /4° - 10'- 3 1 /2" CENTER OF MAIN DRAIN � � , 33 38'- 01 /4° - 5'-01 /4" SKIMMER 34 44'- 10" - 8'- 10" SKIMMER 1936 MONTAUK HIGHWAY 35 38'- 9 1 /4" - 7'- 10 1 /2" WALL INLET BRIDGEHAMPTON , NY 11932 i i i 631 537 3555 F 631 537 0558 36 40'- 6 1 /4° - 12'- 2 1 /2" WALL INLET �7 �R'- 4 1 /4° — 1 �'— � t /4" wei i INI FT 143 E MEADOW DRIVE SUITE 300 VAIL, COLORADO 81657 i 38 33 - 0 1 4 - 12 - 2 1 2" WALL INLET 970 479 0100 F 970 926 8961 39 36'- 3 1 /4" - 6'- 3 1 /2" HYDROTHERAPY INLET � � i 40 36'- 3 1 /4" - 7'- 10 1 /4" HYDROTHERAPY INLET ISSUE/REVISION DATE NO 41 38'- 9 1 /4" - 6'- 3 1 /4" HYDROTHERAPY INLET 42 41 '- 3 1 /4" - 6'- 3 1 /2° HYDROTHERAPY INLET PROGRESS SET 02FEB07 1 � LP5 � ' LP6 43 41 '- 3 1 /4° - 7'- 10 1 /2" HYDROTHERAPY INLET 44 43'- 5 1 /2° -8'-9 1 /2" HYDROTHERAPY INLET DESIGN DEVELOPMENT 20JUN07 2 _ i i i 45 41 '- 10 1 /4° -8'-9 1 /2" HYDROTHERAPY INLET 46 43'- 5 1 /2" - 11 '- 3 1 /2" HYDROTHERAPY INLET POOL PERMIT SET 21NOV08 3 � i i LP16 47 41 '- 10 1 /4" - 11 '- 3 1 /2° HYDROTHERAPY INLET REVIEW COMMENTS 02MAR09 �4 - 48 40'- 6 1 /4° - 13'- 9 1 /2" HYDROTHERAPY INLET 49 38'- 0 1 /4n - 13'- 9 1 /4" HYDROTHERAPY INLET TOV PERMIT SET 05MAR09 5 . � � � 50 38'- 0 1 /4° - 12'- 2 1 /2" HYDROTHERAPY INLET 51 35'- 6 1 /4" - 13'- 9 1 /4" HYDROTHERAPY INLET _ i i � 52 35'- 6 1 /4" - � 2'- 2° HYDROTHERAPY INLET 53 33'- 0 1 /4° - 13'- 9 1 /4" HYDROTHERAPY INLET � i � � 54 37'- 8 1 /4° - 7'- 10 1 /2" UNDERWATER LIGHT 55 41 '- 10 1 /4" - 10'- 0 1 /2" UNDERWATER LIGHT � i � LP4 i i LP3 ,� ' ' � � � 0 R � ��''� i i i �� . . . ��S � � ' � � ' ' � �= .,,��'��..Q4�QUGI.qsC'�� _. 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C O LP38 LP52 LP37 LP50 � O � � O p cr� . � � � � Q Q � � LP53 LP51 LP49 LP48 � Q �/ w � � Q � LP28 � � O v , � � � _ � � C O � � , � Oo I ��_ _ �� ' � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _-- — --- —__— — — — — — -- � � � _�_�_-� --� --� --_ � J N i i � LL / W — c� \ � � � � Q � � � > O � � � � � � � � U � � - - - - - � — - - - - - - - - - - � - - - — - - - - — �� o � �� POOL LOCATION POINT � � � � � � � � � � - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---- � PLOTTED MD CHK'D BY Scott Nevin , AIA, Maggie Fitzgerald, AIA : I I I COPYRIGHT OO 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS � � -�, SHEET NUMBER � � O _ U � POOL LOCATION POINT PLAN � . ' o SP2. 2 1 /4" - 1 ' - 0" 04�14�08 D P A. PROJECT # 06232 00 � \ GENERAL PIPING NOTES � _ (PERTAINS TO ALL PIPING) 1 . PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED TO INSTALL COMPLETE AND OPERABLE PIPING SYSTEMS AS INDICATED ON THE DRAWINGS, AS SPECIFIED AND AS REQUIRED BY CODE . 2 PIPE SIZES INDICATED ARE NOMINAL, I P S � � � � AI�C � � l. l.S 3 UNLESS OTHERWISE NOTED, ALL OVERHEAD PIPING SHALL BE TIGHT TO UNDERSIDE OF STRUCTURE OR SLAB � 6 K 4 ALL BALANCING VALVES AND BUTTERFLY VALVES SHALL BE PROVIDED WITH POSITION INDICATORS AND MAXIMUM ADJUSTABLE STOPS (MEMORY STOPS) - - 5 ALL VALVES SHALL BE WSTALLED SO THAT THE VALVE REMAINS IN SERVICE 2301 BLAKE ST , STE #100 WHEN THE EQUIPMENT OR PIPING ON THE EQUIPMENT SIDE OF THE VALVE IS DENVER, COLORADO 80205 REMOVED 303 861 8555 F 303 861 3027 \ c 6 PROVIDE CHAIN WHEEL OPERATORS FOR ALL VALVES IN EQUIPMENT ROOMS 0225 MAIN STREET UNIT C101 _ MOUNTED GREATER THAN 7'- 0° ABOVE FINISHED FLOOR , CHAIN SHALL EXTEND TO EDWARDS , COLORADO 81632 7'- 0" ABOVE FINISHED FLOOR LEVEL 970 926 8960 F 970 926 8961 O 7 INSTALL ALL PIPING WITHOUT FORCING OR SPRINGING 8 ALL PIPING WORK SHALL BE COORDINATED WITH ALL TRADES AND SITE CONDITIONS OFFSETS, EXPANSION LOOPS, OR TRANSITIONS IN PIPING AROUND O O OBSTRUCTIONS SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER 9 ALL PIPING INDICATED SHALL BE CONSIDERED DIAGRAMMATIC 10 ALL UNDERGROUND OR EXPOSED SWIMMING POOL PIPING SHALL BE SCHEDULE 80 PVC, UNLESS OTHERWISE NOTED 11 . ALL DIMENSIONS INDICATED FROM THE FINISH WALL SURFACE AND DO NOT ACCOUNT FOR ANY VARIATIONS IN ELEVATION OR SLOPE DISTANCES 12 THE CHEMICAL SENSOR LINE SHALL BE A 3/4" TO 1 ° DIAMETER, SCHEDULE 80 ' PVC PIPE EXTENDED FROM THE WET CELL SENSOR TO IT'S RESPECTIVE FILL FUNNEL � � AND THE BACKWASH CATCH BASIN OR PUMP SUCTION 13 CONTRACTOR SHALL ADJUST ALL FLOOR INLETS SO AS TO ACHIEVE AN EVEN FLOW DISTRIBUTION THROUGHOUT SYSTEMS 1936 MONTAUK HIGHWAY BRIDGEHAMPTON , NY 11932 631 537 3555 F 631 537 0558 143 E MEADOW DRIVE SUITE 300 , VAIL, COLORADO 81657 PUMP SCHEDULE 970 479 0100 F 970 926 8961 � �i��1i PUMP CONTRO� ISSUE/REVISION DATE NO ' SPECIFICATIONS / ��y��y � REQUIREMENTS ,,y, I� � ID DESCRIPTION GPM TDH HP REFER TO ELECTRICAL �li �+��` PROGRESS SET 02FE607 1 I I ,,� � I PP1 SWIMMING POOL RECIRCULATION 100 65 2 A r I � i;l�� PP2 HOT TUB RECIRCULATION 100 65 2 q DESIGN DEVELOPMENT 20JUN07 2 pl5 p� i;'I�1� � PP3 HOT TUB HYDROTHERAPY 120 50 2 B, C, D POOL PERMIT SET 21NOV08 3 � � PP4 HOT TUB HYDROTHERAPY 120 50 2 B, C, D REVIEW COMMENTS 02MAR09 Q4 r � �P �1 PP5 HOT TUB HYDROTHERAPY 120 50 2 B, C, D TOV PERMIT SET 05MAR09 5 - Pi5 p � s P� i _ PP6 SWIMMING POOL WATERWALL 90 25 1 5 — � � � � A REMOTE START AND STOP B 15 MINUTE TIMER L J 2 1 /2" SKIMMER � J I I p� EQUALIZER LINE � C EMERGENCY STOP D INTERLOCK WITH RECIRCULATION PUMP r - - - - - - - - - - - - - - -P15- - - - - - - - - - - - - - - I TYPICAL 2 5" I � r - - -25"- - - - - - - - T - - - - - -25°- - - - - - - - - - - J- -25"- �, � � - - -25"- - - � i� \ I� � � 2 5" � 2 5" � � , , � , , I , � � - , I I , , � , , o � i i r ___P�_ _ _ _ _ _ _ _ _ _ PIPE SCHEDULE � P15 � • I r -2 5°- • ID DESCRIPTION n I �5 � � i Pt 3° FROM SWIMMING POOL MAIN DRAINS TO PP1 � I I I � „ P2 4" FROM SWIMMING POOL SKIMMERS TO PP1 � � i ► ► � � ��,,�� ( ( I r _P5 _I -2 5 , P3 3° TO SWIMMING POOL INLETS FROM SWIMMING POOL FILTERS ��`�1�PO�• � ��1'�T 'J�: ( � � ( 25" � n » ��`o�.�.•�pI� CC,��; ��'��=W 1 n ( I � 2 5 P4 3 FROM HOT TUB MAIN DRAINS TO PP2 � c,, ;• s. cy�.. �= - � . z �. I � 2� I� I � � � P5 4° FROM HOT TUB SKIMMERS TO PP2 � � ° 3!'r7�`� �° ; � " � ' ' � I I � � I 2I5 j5 m m m P6 3" TO HOT TUB INLETS FROM HOT TUB FILTERS = '�' '• ;`� cc� � n n , . '1\� `\� � 2I5 � � � � `r _ n�n _ n ' P7 4" FROM HOT TUB MAIN DRAINS TO PP3 -� ... , � ' " � 4t 1 a , ,„i \ � �� - - -� � ' ' � � 8 0 P8 3" TO HOT TUB HYDROTHERAPY INLETS FROM PP3 �`'�� „i fi � i � � 31 S P15�I I �� \� � �� ` P9 4" FROM HOT TUB MAIN DRAINS TO PP4 � P15- - r" - -P� P2 �'-�-�- — P� 3°- I II _ _= II -_=P�2 5n_ / .� _ _ _ 6„ " P10 3° TO HOT TUB HYDROTHERAPY INLETS FROM PP4 P 4/P5 P � r � � ' 8 P11 4" FROM HOT TUB MAIN DRAINS TO PP5 �-P9� 5-o, � 5-5 � � - � - - - -�- - - -6" - i -- - � - - - - - - - -_ _ - J I - - � C -S � 5�--�, � �r- - - - - - P - �� - - - - - - - �' P12 3" TO HOT TUB HYDROTHERAPY INLETS FROM PP5 -S 5--5 5-- - - - - - - 4 - - - - - - - - - - - - - - - - - - - - - - - -P4- P /P2 - - 1P2 0 0 o P13 2" STATIC LINE TO SWIMMING POOL m m m m PP6 � � P14 2" STATIC LINE TO HOT TUB 0 o P15 3" FROM SWIMMING POOL MAIN DRAINS TO PP6 PP2 � � � -�`�=�`=--�_ � P16 2 5° FROM PP6 TO SWIMMING POOL WATERWALL PP� P17 3" FROM HOT TUB FILTERS TO BACKWASH P18 3" FROM SWIMMING POOL FILTERS TO BACKWASH PP4 PP5 / 1 `J W J PP, PIPING LEGEND � ti J - � - LEGEND ITEM �/ � W _ � WALL INLET Q � L . REFER. 14/SP41 � O MAIN DRAIN � � . IIII REFER 15/SP41 O � � O p c� SKIMMER 0 Q a � � REFER 3/SP1 1 & 6/SP2 0 � Q �'�/ W Li� _ _ _ _ BELOW SLAB PIPE J W O � � - � � � � - HYDROTHERAPY INLET O Q Q - I �� REFER 8/SP2 0 � ( , n � C/� � O I � � � W J C!) � Q � d' � Q m� � � � � � � � �°`a��,��r�� ,r �� 3 0 4 ��i� ��a�� POOL SUCTION PIPING PLAN � ---- PLOTTED � CHK'D BY Scott Nevin , AIA, Maggie Fitzgerald, AIA x � COPYRIGHT OO 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS � SHEET NUMBER � � � . � � POOL SUCTION PIPING PLAN � . - N SP3. 0 � �4» _ � , _ �„ ,z�„�o� D . P .A. PROJECT # 06232 00 _ � i , V / / � ' � n O GENERAL PIPING NOTES � _ I (PERTAINS TO ALL PIPING) � 1 . PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED 25„- - - - - - - - - - - - - - - - - --�- - - - - - - - - - - - - - - - - - -2„- - - - - - - - - - - - - - - - TO INSTALL COMPLETE AND OPERABLE PIPING SYSTEMS AS INDICATED ON THE - - - - - - - - DRAWINGS, AS SPECIFIED AND AS REQUIRED BY CODE � -P$ i 2 PIPE SIZES INDICATED ARE NOMINAL, I P.S. � � � � AI�C � � l. l.S ' - - - - -P10- - - - - - - - - - - - - - - - - - - - - - - - - - - � I _,� 3 UNLESS OTHERWISE NOTED, ALL OVERHEAD PIPING SHALL BE TIGHT TO I' - - - - - - - - - 1 P10 � UNDERSIDE OF STRUCTURE OR SLAB I i r -2°T -2° T2 5��2 5"T -2°� � 4 ALL BALANCING VALVES AND BUTTERFLY VALVES SHALL BE PROVIDED WITH I I ( I I I � POSITION INDICATORS AND MAXIMUM ADJUSTABLE STOPS (MEMORY STOPS) ' n ' n • In In I ( 5 ALL VALVES SHALL BE INSTALLED SO THAT THE VALVE REMAINS IN SERVICE I � � � 1 � 2301 BLAKE ST , STE #100 I L _ -- - - _ � WHEN THE EQUIPMENT OR PIPING ON THE EQUIPMENT SIDE OF THE VALVE IS DENVER, COLORADO 80205 i � � l � P$ REMOVED 303 861 8555 F 303 861 3027 � 2„ r _ _Zn_ � \2� _2n_ _ � � 6 PROVIDE CHAIN WHEEL OPERATORS FOR ALL VALVES IN EQUIPMENT ROOMS 0225 MAIN STREET UNIT C101 I I MOUNTED GREATER THAN 7'- 0" ABOVE FINISHED FLOOR, CHAIN SHALL EXTEND TO EDWARDS, COLORADO 81632 i � I ( 2" � ( ° � 7'- 0" ABOVE FINISHED FLOOR LEVEL 970 926 8960 F 970 926 8961 2" � 2" n 2^ � � � -2 � I 7 INSTALL ALL PIPING WITHOUT FORCING OR SPRINGING ii � - � I � � I 2� r � � 2" I \\ _ �`,� 8 ALL PIPING WORK SHALL BE COORDINATED WITH ALL TRADES AND SITE 2n I CONDITIONS OFFSETS, EXPANSION LOOPS, OR TRANSITIONS IN PIPING AROUND � _ _ I OBSTRUCTIONS SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER � i (� - - -15n � � 2„ 9 ALL PIPING INDICATED SHALL BE CONSIDERED DIAGRAMMATIC , � � � � � � n PVC, UNLE SD OTH RWISE NOTEDPOSED SWIMMING POOL PIPING SHALL BE SCHEDULE 80 HYDROTHERAPY � „ -� �I „ AIR INDUCTION RISERS � -2 � �I - - - 2� O 11 ALL DIMENSIONS INDICATED FROM THE FINISH WALL SURFACE AND DO NOT COORDINATE LOCATION r - -2 - - - O ACCOUNT FOR ANY VARIAl10NS IN ELEVATION OR SLOPE DISTANCES IN FIELD REFER 8/SP2 0 � - - - - -P � 2- - - 2^ 12 THE CHEMICAL SENSOR LINE SHALL BE A 3/4" TO 1 " DIAMETER, SCHEDULE 80 ^ ° ° PVC PIPE EXTENDED FROM THE WET CELL SENSOR TO IT'S RESPECTIVE FILL FUNNEL - - - - - -P6- P6� _ � _ _ _ j � j � _ J AND THE BACKWASH CATCH BASIN OR PUMP SUCTION -P6 3°- - � J � -3"- 2 5°�, \ � - -2 5"- - - -2°- - 2� 13 CONTRACTOR SHALL ADJUST ALL FLOOR INLETS SO AS TO ACHIEVE AN EVEN ( � I � � � ( FLOW DISTRIBUTION THROUGHOUT SYSTEMS 1936 MONTAUK HIGHWAY � I BRIDGEHAMPTON , NY 11932 � I 2" 2n 2" 2 Z 2 � � �'-�{�{�-�NpU�T�dN -��IES- 631 537 3555 F 631 537 0558 � � I VAILE, COLOROADO 81657SUITE 300 P12 L - -2°- -�-2"1 -25"� -25"�2"J L - - - - - - - - - - - - - —P� 2 � � PUMP SCHEDULE 970 479 0100 F 970 926 8961 � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � SPECIFICATIONS PUMP CONTROL ISSUE/REVISION DATE NO REQUIREMENTS ID DESCRIPTION GPM TDH HP REFER TO ELECTRICAL PROGRESS SET 02FEB07 1 PP1 SWIMMING POOL RECIRCULATION 100 65 2 A DESIGN DEVELOPMENT 20JUN07 2 PP2 HOT TUB RECIRCULATION 100 65 2 A PP3 HOT TUB HYDROTHERAPY 120 50 2 B, C, D POOL PERMIT SET 21NOV08 3 2 ENLARGED HOT TUB PIPING PP4 HOT TUB HYDROTHERAPY 120 50 2 B, C, D REVIEW COMMENTS 02MAR09 Q4 SP31 1 /2» — 1 � — O» 12��p� 2°� TOV PERMIT SET 05MAR09 5 PP5 HOT TUB HYDROTHERAPY 120 50 2 B, C, D - � � PP6 SWIMMING POOL WATERWALL 90 25 1 5 — I A REMOTE START AND STOP B 15 MINUTE TIMER ' ( � C EMERGENCY STOP D INTERLOCK WITH RECIRCULATION PUMP � ( � i — PIPE SCHEDULE r II 2� O n ID DESCRIPTION P1 3" FROM SWIMMING POOL MAIN DRAINS TO PP1 1 i P2 4° FROM SWIMMING POOL SKIMMERS TO PP1 `�' i � ' �0 ��.�j %'�� 2i� „ �� q.�'; . . . . . . , , , . �4i'�, : P3 3 TO SWIMMING POOL INLETS FROM SWIMMING POOL FILTERS �` �,� s � ) ,� � � � � i � � � � i � � � � i I n `; r `0..� �DU �y„C� l,�� 1 I II P4 3 FROM HOT TUB MAIN DRAINS TO PP2 `� • V � �2» � Zn Zn � i P5 4° FROM HOT TUB SKIMMERS TO PP2 � � ;° �C"�� : � : ' _ . � � P 6 3° T O H O T T U B I N L E T S F R O M H O T T U B F I L T E R S = � �� ' �,� �� n I �- - - - -P3- - - - � - - - - - - -25°- - - - - - - - � - - - - - - - - -2n- - - - - - - - - J • . • • •° �� 2� I � r - - - - - - - - - - - - - P10— -P$- - - - - - - - � , P 7 4° F R O M H O T T U B M A I N D R A I N S T O PP 3 ! - • p � � `�� I � � I P3 � r p� p I P 8 3° T O H O T T U B H Y D R O T H E R A P Y I N L E T S F R O M P P 3 ''�� I } � � � � I � r � -I � P9 4° FROM HOT TUB MAIN DRAINS TO PP4 . L - -S � 'r- - - - - - - -2 5„- - - - - - - - - - P8 � o I I I I P$ P10 3° TO HOT TUB HYDROTHERAPY INLETS FROM PP4 � � I P10 P16 P3 � � -2-�, � - , � i P11 4 FROM HOT TUB MAIN DRAINS TO PP5 ir- - - - - - - -P3- - - - - - - - - - ( 2 � 2 - - - P12 3° TO HOT TUB HYDROTHERAPY INLETS FROM PP5 � � I � P13 2° STATIC LINE TO SWIMMING POOL I � � � � �Pg� � \ �\ — \ � � 2n /� r r -- III - - - - - -P � � II \,—� �� - - P14 2° STATIC LINE TO HOT TUB —P 1 6— J I P 8 � ` ' 2 � � � / � I P � 0 � � � P 1 5 3" F R O M S W I M M I N G P O O L M A I N D R A W S T O P P 6 � i i� ; ',� P � �= � � J o e �»-r _ - - � P 1 6 2 5" F R O M P P 6 T O S W I M M I N G P O O L W A T E R W A L L ' - �s= � � �__= I lu =- _____- - III = II =_- III =_________ __- II I 2" 2" 2" 2 P17 3° FROM HOT TUB FILTERS TO BACKWASH � � � - / � / � - - P6� 3� � �312 5� � �-2 5nJ- 2= J I I3- - -� U U o ' P18 3° FROM SWIMMING POOL FILTERS TO BACKWASH PP6 ' ` L�I - - � P12 - - - - - - � - - - � � r , 0 0 � � -- -- -- -- � � �� PP2 0 =�_��_-�t-�� J � - PIPING LEGEND w J PP3 - 2 > � � SP3 LEGEND ITEM �/ � W PP4 PP5 WALL INLET Q � � . � REFER_ 14/SP4.1 � O MAIN DRAIN � � � PP1 I II I O � . � REFER 15/SP41 O Q � /1 � VJ ' � O SKIMMER 0 Q Q REFER 3/SP11 & 6/SP2 0 � � �/ w _ _ _ _ BELOW SLAB PIPE J � O � G � Q HYDROTHERAPY INLET O � Q c�� REFER 8/SP2 0 � �, C� c� v O QJ � — — � w _ c� � - � Q � - �- > o � I � � � v ,v �� m m0 � � , � �� ! 0 4 �� , POOL RETURN PIPING P LAN � --- PLOTTED v� . CHK'D BY Scott Nevin , AIA, Maggie Fitrgerald, AIA x • COPYRIGHT OO 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS � SHEET NUMBER � � POOL RETURN PIPING PLAN - 1 ' N SP31 1 /4" - 1 ' - 0" 1z�"/07 D P .A PROJECT # • 06232 . 00 � _ � � GENERAL POOL MECHANICAL ROOM NOTES p � g 1 ALL POOL EQUIPMENT MUST BE INSTALLED ON HOUSEKEEPING PADS PROVIDED BY THE CONTRACTOR UNLESS NOTED OTHERWISE 4 2 EQUIPMENT ROOM FLOOR MUST SLOPE �/a" TO 1 /2" TO FLOOR DRAINS P4 2'- 0"x6'- 5 3/4°x18" DEEP aa BACKWASH CATCH BASIN 3 PUMP PIT FLOOR MUST SLOPE MIN � � TO 1 /2� TO FLOOR DRAINS REFER TO PLUMBING � 4 THE FLOOR DRAINS INDICATED ARE IN APPROXIMATE LOCATIONS REFER TO PLUMBING � � - � Archit l.S a 5 PROVIDE HOSE BIBBS FOR HOUSE CLEANING PURPOSES REFER BUILDING MECHANICAL DRAWINGS , a a � a y T ; Y f P15/P16 6 THE INSIDE SURFACES OF THE BACKWASH CATCH BASIN SHALL BE WATERPROOFED REFER TO SPECIFICATION • 5 o ' f - 3 P4/P5 7 VENTILATION OF POOL MECHANICAL ROOM AND CHEMICAL STORAGE AREAS PER LOCAL AND STATE CODE VENTILATION OF POOL '� P4/P16 P4 0 P7/P8 MECHANICAL ROOM AND CHEMICAL STORAGE AREAS AT 12 AIR CHANGES PER HOUR REFER TO MECHANICAL W � � � 2301 BLAKE ST , STE #100 � I I II P9/P10 8 THE FOLLOWING INFORMATION SHALL BE LAMINATED AND POSTED IN THE POOL MECHANICAL ROOM BACKWASH PROCEDURE, POOL FILLING DENVER, COLORADO 80205 P15 ' \ ! I I li P11 /P12 & DRAINING, VALVE REFERENCE CHART, POOL MECHANICAL ROOM PLAN, POOL PIPING SCHEMATICS, & POOL SYSTEMS SCHEMATICS 303 861 8555 F 303 861 3027 P4�P15 I I � ' i I I I� P4 ■ I I ii P6 PIPING 0225 MAIN STREET UNIT C101 I I I II EDWARDS , COLORADO 81632 � P5 I I II P1 /P2/P3 1 MINIMUM 7' - 0" CLEARANCE BENEATH ALL OVERHEAD PIPING 970 926 8960 F 970 926 8961 i FLOW METER SENSOR 2 INSTALL AND SUPPORT OVERHEAD AND VERTICAL PIPING PER SPECIFICATION REQUIREMENTS ° � � REFER 9/SP41 a ° a a a � P17 3 LABEL AND IDENTIFY ALL PIPING IN COMPLIANCE WITH THE SPECIFICATIONS a a � P � $ 4 ALL FLOW METERS SHALL BE SIZED TO MATCH THE PIPE ON WHICH IT IS INSTALLED PROVIDE PRESSURE GAUGES ON INFLUENT AND FLOOR TO SLOPE TO DRAINS 6" CURB oQo oQo EFFLUENT SIDE OF EACH FILTRATION SYSTEM AND A FULL LINE SIZE FLOW METER ON FILTER RETURN REFER TO ARCH REFER TO ARCH 2'- 0°x6'-5 3/4"x18° DEEP HOT TUB PP2 BACKWASH CATCH BASIN WATER LEVEL CONTROL UNIT O F D 5 THE BACKWASH PIPING SHALL TERMINATE NO CLOSER THAN 6° ABOVE THE FLOOD RIM OF THE BACKWASH CATCH BASIN OR TWICE THE REFER 2/SP41 PIPE DIAMETER, WHICHEVER IS GREATER � a SWIMMING POOL � � HOT TUB 6. HYDROSTATICALLY TEST ALL PIPING AT 50 PSI FOR TWO HOURS AND MAINTAIN A PRESSURE OF 20 PSI IN ALL PIPING THROUGHOUT WATER LEVEL CONTROL UNIT WATER LEVEL CONTROLLER CONSTRUCTION SECURE ALL FIXTURES PER SPECIFICATION REQUIREMENTS BEFORE HYDROSTATIC TEST REFER 2/SP41 PP3 REFER= 2/SP41 SWIMMING POOL FILTERS POOL MECHANICAL ROOM SECTION p WATER LEVEL CONTROLLER 1 ALL FILTER SUPPORTS SHALL BE SEISMICALLY RATED FOR THE SEISMIC ZONE IN WHICH IT IS INSTALLED, IN ACCORDANCE WITH LOCAL 3 REFER 2/SP41 SP4 0 1 /Z » - � � - O» t2/� �/p� PP4 AND/OR STATE REQUIREMENTS SWIMMING POOL 2 FILTER TANK ASSEMBLIES SHALL BEAR THE NATIONAL SANITATION FOUNDATION SEAL OF APPROVAL FOR A MAXIMUM FLOW RATE OF 20 UV SYSTEM pps GPM PER SQUARE FOOT OF FILTER MEDIA 1936 MONTAUK HIGHWAY REFER 5/SP4 0 BRIDGEHAMPTON , NY 11932 � � 631 537 3555 F 631 537 0558 3 FILTER MANUFACTURER TO CERTIFY FILTER MEDIA SWIMMING POOL 143 E MEADOW DRIVE, SUITE 300 �ILTCR3 v 4 YALYES 5Y1ALL 6E PROVIDED TO BAGh1NA5Y1 EAGti FILTER YESSEL IfVDEPEIVDENTL � VAIL, COLORADO 81657 970 479 0100 F 970 926 8961 5 THE BACKWASH THROTTLING VALVE(S) HANDLE SHALL BE REMOVED AND TURNED OVER TO THE OWNER ONCE THE BACKWASH FLOW a � � � PP � RATE(S) HAVE BEEN TESTED, ADJUSTED AND BALANCED ISSUE/REVISION DATE NO � � ,� ° 4 � 6 MANUFACTURER TO PROVIDE GUARANTEES, WARRANTIES AND HOT TUBRE PARTS NECESSARY FOR STANDARD FILTER OPERATION AND a MAINTENANCE PROGRESS SET 02FE607 1 a F D 7 PROVIDE MILLED ANGULAR SHAPED PARTICLES OF SILICA QUARTZ TO BE USED FOR FILTER MEDIA PARTICLE SIZE SHALL BE BETWEEN DESIGN DEVELOPMENT 20JUN07 2 P16 P8 P10 P12 P6 P3 P3 P3 a � a 0 45MM AND 0 55MM AND HAVE A MAXIMUM UNIFORMITY COEFFICIENT OF 1 _53 POOL PERMIT SET 21NOV08 3 W � CHEMICAL TREATMENT � i REVIEW COMMENTS 02MAR09 Q4 - P15 P4 P7 P9 P11 P1 a 1 CHEMICAL FEED REQUIREMENTS - REFER TO THE POOL SYSTEMS SCHEMATIC(S) ON SP5 0 N TOV PERMIT SET 05MAR09 5 ' `� � P5 P2 2 INTERLOCK POOL CIRCULATION PUMP(S) WITH ITS CORRESPONDING WATER CHEMISTRY CONTROLLER, CHEMICAL FEED PUMP(S), HEATER(S) AND FILTER SYSTEM � - ° HOT TUB FILTERS 3 PROVIDE SIGNAGE ON CHEMICAL ROOM DOORS IN COMPLIANCE WITH THE STATE FIRE CODE J a a a 4 SECURE CHEMICAL METERING PUMP FEED LINES TO WALL AND/OR OVERHEAD WITH CLIPS OR DEVICES THAT DO NOT CRIMP, DISTORT OR �a ALLOW HIGH AND LOW AREAS IN TUBING RUNS PLACE CHECK VALVE AND SHUT- OFF VALVE BEFORE LINES ENTER POOL RETURN PIPING , a 5 WATER CHEMISTRY CONTROLLERS SHALL CONTROL THE SANITIZING SYSTEM AND PH CONTROL SYSTEM AND SHUT THEM DOWN UPON LOSS 7° 7° 6° 6° 6" 6" 7° 1 '- 4" 5° 11 3/4" F D OF SAMPLE STREAM FLOW 6'- 5 3/4° ( � 6 THE CHEMICAL CONTROL SYSTEM BYPASS LINE SHALL SAMPLE WATER AFTER THE FILTERS AND BEFORE THE HEATER BYPASS LINE HOT TUB � � ii�i„ UV SYSTEM SWIMMING POOL 7 VERIFY REMOTE ACCESS CAPABILITY TO ALL CHEMICAL CONTROLLERS REFER TO ELECTRICAL ��+ � � p0 REG/S ��' REFER 5/SP4 0 UV CONTROL BOX �` 4�'; . • • • " ° ' • • . , ;�� '1 REFER 6/SP4 0 PUMPS `.`�Gp.�,�:�Op�1GL.6��.;`� _ 4 POOL MECHANICAL ROOM SECTION HEATER VENTING ao � HOT TUB 1 PROVIDE INFLUENT AND EFFLUENT GAUGES FOR EACH PUMP PRESSURE GAUGES HAVE A RANGE OF 0 - 100 PSI COMPOUND GAUGES � ;� ��-� �,� `r ; \ UV CONTROL BOX HAVE A RANGE OF 0 - 30 HG / 0 - 60 PSI , � �. \ SP4 0 » > » 12�� 0� REFER TO MECHANICAL I REFER 6/SP4 0 =�A� '•.. ,� e`� � . ,�.; � 1 /2 — 1 - 0 O 2 TIMER FOR HOT TUB HYDROTHERAPY PUMP(S) (PP3, PP4 AND PP5) FIELD LOCATED BY ARCHITECT. REFER TO ELECTRICAL ; � . . ,. • •' ,`,�- �� HEATERS 3 EMERGENCY SHUTOFF SWITCH PER ARTICLE 680- 38 FOR HOT TUB PUMPS ( PP2, PP3, PP4 AND PP5) FIELD LOCATED BY ARCHITECT '' `'�F � � ii �'�, �' �� 1 } � (2) STACKED �� I 2n CPVC REFER TO ELECTRICAL I HEATER LINES HEATER SUPPORT STAND � 4 PROVIDE ALL PUMPS WITH SEPARATE "ON /OFF" SWITCHES AND A MASTER CONTROL SWITCH WITH "ON/OFF" FOR EMERGENCY OPERATION NOTE REFER TO MECHANICAL 3" � 2'-0" I REFER TO POOL PIPING AND 'o � MIN CLEAR 2 � p SWIMMING POOL ELECTRICAL MECHANICAL ROOM DRAWINGS FOR � �' SALT GENERATION SYSTEM UV BYPASS POOL RECIRCULATION PIPE SIZES N � P4 REFER 6/SP41 1 GFCI'S PROVIDED AT OUTLETS REFER TO ELECTRICAL VALVE — - - - - - - - - - - J � 2 POOL EQUIPMENT ROOM AND CHEMICAL STORAGE AREAS SHALL BE PROVIDED WITH ARTIFICIAL LIGHTING SUFFICIENT TO ILLUMINATE ALL HOT TUB EQUIPMENT AND SUPPLIES REFER TO ELECTRICAL TO POOL � -- FROM FILTER POWER SUPPLY ELECTRICAL SALT GENERATION SYSTEM REFER TO ELECTRICAL REFER 6/SP41 HEATERS I � 1 PROVIDE A MINIMUM OF TWO (2) PERMANENT AIR SUPPLY OPENINGS COMMUNICATING DIRECTLY THROUGH THE WALL TO OUTSIDE AIR- ONE CL2 B� P 1 WITHIN 12 INCHES OF THE CEILING AND THE OTHER WITHIN 12 INCHES OF THE FLOOR EACH OPENING MUST HAVE A MINIMUM FREE AREA �EM OF ONE SQUARE INCH PER 4,000 BTUH INPUT OF THE TOTAL INPUT RATING OF ALL APPLIANCES IN THE EQUIPMENT ROOM OR PROVIDE • � UV SYSTEM DUCTED COMBUSTION AIR REFER TO MECHANICAL � � DISCONNECT SWITCH I POWER CONTROL REFER TO ELECTRICAL o 2 PROVIDE CPVC TRUE UNION BALL SHUT- OFF VALVES ON HEATER INFLUENT AND EFFLUENT LINES FOR ISOLATION U � � BOXES � J 3 PROVIDE THERMOMETERS ON ALL HEATER INFLUENT LINES, EFFLUENT LINES AND MAIN RETURN LINES AFTER HEATER BYPASS LOOP(S) AS W J IN - LINE STRAINER UV SYSTEM CONTROL PANEL PER MANUFACTURES RECOMMENDATIONS \ � - MOUNT TO WALL OR FLOOR � � � TREATMENT CHAMBER � NEAR TREATMENT CHAMBER SWIMMING POOL HOT TUB 4 PROVIDE CPVC PIPE BEFORE AND AFTER HEATER WITH FLANGED CONNECTIONS WHERE CPVC PIPE ADJOINS PVC PIPE � � w CO2 SYSTEM CO2 SYSTEM z - WIPER MOTOR REFER 5/SP41 REFER 5/SP41 Q � , S S BRACKETS � O MOUNT TO FLOOR OR WALL PROVIDE CLEARANCE PER PUMP SCHEDULE � � � �— . \\\\\\\\\� MANUTOCREMOVE UV MAMPSATION � POOL MECHANICAL ROOM PLAN SPECIFICATIONS O � v , PUMP CONTROL � SP4. 0 1 /2» - � � - O» 12�� 07 ID DESCRIPTION GPM TDH HP REQUIREMENTS Q � � REFER TO ELECTRICAL PP1 SWIMMING POOL RECIRCULATION 100 65 2 A Q Q � W 5 UV TREATMENT SYSTEM PP2 HOT TUB RECIRCULATION 100 65 2 A J � O � �� /2�� _ � � _ O „ �Zr� � O7 PP3 HOT TUB HYDROTHERAPY 120 50 2 B, C, D G J Q PP4 HOT TUB HYDROTHERAPY 120 50 2 B, C, D O � Q ~ U PP5 HOT TUB HYDROTHERAPY 120 50 2 B, C, D � � O PP6 SWIMMING POOL WATERWALL 90 25 1 5 - Q J � A REMOTE START AND STOP B 15 MINUTE TIMER W � � ________MOTOR FEED Q � o � C EMERGENCY STOP D INTERLOCK WITH RECIRCULATION PUMP � I � O � d' POWER SUPPLY � � r -------i � � � ' � � PIPE SCHEDULE - V � , � �-- -- � � ---� i , � � R�ER ELECTRICAL i j j � j ID DESCRIPTION Q P1 3" FROM SWIMMING POOL MAIN DRAINS TO PP1 � 4 � CONTROL CABINET j � � i_ � � ARC TUBE o � � � j � i i � ¢ I a P2 4H FROM SWIMMING POOL SKIMMERS TO PP1 J� �� , � � i � j i � I I P3 3 TO SWIMMING POOL INLETS FROM SWIMMING POOL FILTERS o J P4 3" FROM HOT TUB MAIN DRAINS TO PP2 �� O 4 1�� , „ I U � 2 - 0 N Z � � I � i � i i � i i � M I N C L E A R � � � n � i �--- -------------------J� � i � � I i I I a � P5 4 FROM HOT TUB SKIMMERS TO PP2 �� 4 , .,� 1� i i �-----------------J i � i i i � � '��;� i� � 0 i P6 3° TO HOT TUB INLETS FROM HOT TUB FILTERS � � i j-----------� � i � � HOT TUB HEATER I ° - CO � � P7 4° FROM HOT TUB MAIN DRAINS TO PP3 I I � r---------- � I I o 0 i i j � i r-----"� i i � � � ^ P8 3° TO HOT TUB HYDROTHERAPY INLETS FROM PP3 i i j i j j FLOW ��--� ARC TUBE � 8" I I � I j � � OUTLET � � � � P9 4° FROM HOT TUB MAIN DRAINS TO PP4 i i j � i I i i � i P10 3� TO HOT TUB HYDROTHERAPY INLETS FROM PP4 POOL MECHANICAL ROOM I i � � � HEATER SUPPORT STAND � � � j � � � � REFER TO MECHANICAL a P11 4 FROM HOT TUB MAIN DRAINS TO PP5 I � � I � � � SWIMMING POOL I ° � P12 3" TO HOT TUB HYDROTHERAPY INLETS FROM PP5 PLAN ii ; HEATER � o � P13 2" STATIC LINE TO SWIMMING POOL TREATMENT CHAMBER � --� �--- MOTOR � � P14 2" STATIC LINE TO HOT TUB � � , a " a a a a a P15 3" FROM SWIMMING POOL MAIN DRAINS TO PP6 ci! � � � � L______ _ _ ____ � TEMPERATURE a � P16 2 5° FROM PP6 TO SWIMMING POOL WATERWALL PLOTTED �, SENSOR P17 3° FROM HOT TUB FILTERS TO BACKWASH � LIMIT SWITCH 2 HOT TUB FILTERS SWIMMING POOL P18 3" FROM SWIMMING POOL FILTERS TO BACKWASH CHK'D BY Scott Nevin, AIA, Maggie Fitrgerald, AIA x FLOW UV MONITOR LIMIT SWITCH 1 FILTERS ■ COPYRIGHT OO 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS � INLET GROUND LEAD a SHEET NUMBER � R _ U 6 UV TREATMENT 2 POOL MECHANICAL ROOM SECTION - N SP4. 0 NTS �2�> >�m SP4 0 � /2» _ � � _ �» �2�n�o� � D P A. PROJECT # 06232 . 00 � . PHONE LINE P TWO (2) 115V DEDICATED NOTE ,,, � �, UIT — WITH GFI REFER WET STONE DIFFUSER DRAWINGS FOR a � � TO ELECTRICAL DRAWINGS � N � REFERENCE ONLY � � P TYPICAL POOL HEATER TO FILTER OR WATER FEATURE ? � 'i' � . � NQ � CHECK VALVE (ALL PUMPS) � „� z CONCENTRIC INCREASER z � o � � AI�C � � l. l. S INTERLOCK WITH AUXILIARY RECIRCULATION PUMP(S) . � � o � NTACTS OF MIN POOLT W I N S P H E RE FLEX CONCENTRIC CHEMICAL RECIRCULATION PUMP(S) LADDER, SLIDES, ETC #8 SOLID COPPER FEATURE PUMP(S) REDUCER CONTROLLER NOTES- 1 REFER TO PIPING PLAN FOR BONDING CONDUCTOR & INTEGRAL HAIR LINT STRAINER ACTUAL PIPE SIZES CONNECTION (TYP ) o 0 0 CO2 SOLENOID 2 INJECTOR SHALL BE MOUNTED SERVICE VALVE (ALL PUMPS) BY CONTRACTOR IN BOTTOM OR SIDE OF PIPE ° 2301 BLAKE ST , STE #100 LY :� a SERVICE VALVE (ALL PUMPS) DENVER, COLORADO 80205 TO CHLORINE GENERATION SYSTEM � UNDERWATER WATER SEAL REMOVABLE pH AND K' PRESSURE GAUGE WITH SNUBBER 303 861 8555 F 303 861 3027 & EROSION FEEDER SOLENOID ORP PROBES — PLUG � LIGHT BY CONTRACTOR � RECIRCULATING PUMP WITH 0225 MAIN STREET UNI PORT TO CALIBRATE PROBE T C101 . S/S ANCHOR BOLTS EDWARDS , COLORADO 81632 IELD WIRED 970 926 8960 F 970 926 8961 TO CONTROLLER PRESSURE GAUGE a o e o VIBRATION ISOLATORS— SIZE PER PUMP � IMPACT FLOW METER NOTE T W I N S P H E R E F L E X S U B M I T F O R R E V I E W 3/4° U N I O N 1 1 /2" C O P P E R T U B I N G ��$» ALL BONDING PER (TYPICAL 3 PLACES) WET CELL TO CO2 ROOM CONCENTRIC REDUCER a CONCRETE PA 680 OF NEC AT MW a ° ° 9 a a a a � o a a Q SEE ELECTRICAL a a � , a a a THROTTLING VALVES DRA W I N G S A N D � a a a ° ROTARY FLOW SENSOR a d a d a a o a a d a I IN )ECTOR FITTING SPECIFICATIONS P a a 3/4° SUPPLY LINE DISCHARGE TO 1 DISCHARGE TO BACKWASH S/S POOL SHELL o O CATCH FORM FILTER FILL FUNNEL WITH BASIN WITH USED AS BONDING 6" AIR GAP 6" AIR GAP GRID CONCRETE FILLED LOW PROFILE oO 3/4" BALL VALVE I (TYPICAL 3 PLACES) INERTIA PAD (TYPICAL) � o 0 1 FILL 8 CO2 DIFFUSER TYPICAL BO -- sP4. � „ , „ 4 NDING SCHEMATIC � TYPICAL WHISPERFLOW PUMP DETAIL FUNNEL BACKWASH CATCH BASIN 3 = 1 — 0 1z�� i�� S P 4. 1 NTS �zi»io� SP41 � 2 » _ , _ „ 3/4" Y STRAINER � 1 0 ,2/„/0� 1936 MONTAUK HIGHWAY CKIUC� thiAMF'TON , NY 11932 TECT poRT 631 537 3555 F 631 537 0558 PROVIDE FLEXIBLE 5 x D GAUGES TUBING CLAMPED TO 10 x D 115V AC OUTLET 143 E MEADOW DRIVE, SUITE 300 WALL TO 24 ABOVE VAIL, COLORADO 81657 SINK IF AVAILABLE TO WASTE D = DIAMETER OF PIPE 970 479 0100 F 970 926 8961 IN FILTER ROOM ER TO " T" BAR TO SOLENOID VALVE COORDINATE WITH TO POOL/SURGE TANK PLUMBING f . LUMBING PRESSURE � ° AT FILL FUNNEL ISSUE/REVISION DATE NO . NOTE REGULATOR � CONTROL UNIT PROGRESS SET 02FEB07 1 DIMENSIONS INDICATED ARE MOUNT ABOVE POOL � 3 CHEMICAL CONTROLLER MINIMUMS REFER TO WATER LEVEL DESIGN DEVELOPMENT 20JUN07 2 MANUFACTURER CO2 FEED CONTROLLER � SEAL— TITE FLEX CONDUIT POOL PERMIT SET 21NOV08 3 � 4. 1 NTS 12��/0� 3/8" TUBING � �° '�*�" LENGTH AS REQUIRED TO ELECTRICAL HOUSING & ELECTRODES REVIEW COMMENTS 02MAR09 Q4 —' -� BY ELECTRICAL TOV PERMIT SET 05MAR09 5 DIRECTION -- ' OF FLOW ° � °�"` �"'� � CO2 TANK ELECTRODE FITTING OUT IN S/S ANCHORS ° � NEAREST FITTING NEAREST FITTING (TYPICAL) a 4 1 /2° VENT HOLES AT TOP d a � SCH 80 PIPE FLANGE AND TEE OR S/S EQUIVALENT 9 FLOW METER SENSOR ° � ° (2 MINIMUM) SP41 3/4" = 1 ' - 0" � STATIC WATER LEVEL 'Z/"/07 d 3° DIAMETER TO DIFFUSER OR INJECTOR ASSEMBLY QUELLING TUBE ` � � � i i i � � � ��,,,�� REFER TO DETAIL � °a HIGH AND LOW �`` P�� R ��`�S' ' S BRACING \` o� ` �� J S/S POOL STRUCTURE REFER TO S S MANUFACTURERS CONTROL ELECTRODES �� , ,.•• 'pUGL�' ��`.FS; _ DRAWINGS 5 x D 10 x D � ° : V� ;'�� `� . `�rr = . . � � . . Z � ° � F p Q � � � O ��s�a% � �� \ D = DIAMETER OF PIPE WORKING WATER LEVEL � '. : � SEAL FITTING 5 CO2 STORAGE REGULATION ., b = �r �•. ;' �� AT POOL SHELL — POOL/HOT TUB WALL � z �;'�'�c ' • ' � ��°� �� SP4. 1 �, � �� / » � » i � � No� 1 2 = 1 — p ,Zi„io� ' � /// � .. I ` � � i / lll � I �/ DIMENSION INDICATED ARE � — MINIMUMS REFER TO a COMMON ELECTRODE FROM FILTER MANUFACTURER SYSTEM — a — STATIC LINE — REFER 11 /SP41 2" ° — WATER SEAL PUMP PIT a � WALL � SALT GENERATION �, 1 ° TO DRAIN CONTROL BOX TILE FINISH OVER DIRECTION SALT GENERATOR S/S POOL SHELL OF FLOW CELL HOUSING � FLOW SWITCH NEAREST FITTING NEAREST FITTING � 2 WATER LEVEL CONTROLLER IN — LINE STRAINER � o IMPACT FLOW METER SP41 3/4„ — � , — o „ �Z�> >�o� _ SP4. 1 3�4» _ � , _ �» ,zi„io� * V W J - TRUE UNION > I` J , BALL VALVE � � � (2) TYPICAL * � � W RECIRCULATION PIPE Q r— z � 4 WALL INLET TO POOL RECIRCULATION PIPE � FROM FILTER � O TILE FINISH OVER > O � SP4. 1 3 �� = 1 , - O„ 12��07 S S POOL SHELL SLOW CLOSING DIAPHA A\�GM_SOYENOID COLD WATER METER REMOTE READING SYSTEM > � /� ABS BODY WITH BALANCE VALVE � � �2n LOCATE REMOTE TOTALIZER AT CHEMICAL � O 0 vJ BULKHEAD FITTING 24V AC CIRCUIT FROM CONTROLLER LOCATION Q Q a ABS GRATE WATER LEVEL CONTROL PANEL � � � W NON- ADJUSTABLE �— DISPLACEMENT TYPE MAGNETIC DRIVF t ' ' WITH COLD WATER METER � W O � ^ BELOW WATER LEVEL � � v J � BFP FRESH WATER SERVICE O Q 6 SALT GENERATION REFER PLUMBING GATE VALVE � O Q SEAL AT WATERPROOFING SP41 » > » 12�� p� BACKFLOW PREVENTER � � U GROUT AND FINISH TYP 3/4 = 1 - 0 (3) TYPICAL O FINISH WALL COORDINATE WITH PLUMBING � ^ ' w � v J i W - � 2° DIAMETER SCH 80 PVC NOTE � THROUGH WALL PLUMBING CONTRACTOR SHALL PROVIDE MAKE— UP � � NOTE REFER PIPING PLAN WATER PIPING TO PUMP SUCTION, INCLUDING SOLENOID ALL MAIN DRAIN/SUCTION OUTLET SUMPS SHALL BE � � O VALVE INSTALLATION AND BACKFLOW PREVENTER IF � NSTRUCTED TO COMPLY WITH THE VIRGINIA REQUIRED CONTRACTOR TO FURNISH SOLENOID GRAEME BAKER ACT AND ASME A112 19 8 2007 n/ LL S/S MAIN DRAIN � � STATIC LINE U MAIN DRAIN SUCTION SUMP AND GRATE TO FILTER ROOM TILE FINISH OVER SP4. 1 12�� 0� REFER TO PIPING PLAN S/S POOL SHELL 1 1 /2 �� _ � � — O�� 3 WATER MAKE—UP �� , SP4. 1 3/$„ _ � , _ � » ,s�„�o� .i '�� 0 � " C��i� - - - - - - - - - - - - - - �� " a a a a a a � � a � FOAM SILENCER � a � � 2° P�� A�R POOL MECHANI SUPPLY TO HOT TUB POOL DECK BOOST JET SYSTEM CAL BASE WATERPROOFING DRAINAGE COURSE COMPOSITE STRUCTURAL LEVEL D ETAI LS REFER TO ARCH AT MAIN DRAIN DECK � � NOTE I I 1 LOCATE IN POOL MECHANICAL ROOM ABOVE � POOL DECK LEVEL � PLOTTED x WTAKE WITHOUT LOWMSPOTSUWH CH IWOU D AIR ___ � TRAP WATER AND PREVENT AIR INTAKE REFER CHK'D BY Scott Nevin , AIA, Maggie Fitzgerald, AIA d TO MANUFACTURERS INSTRUCTIONS � COPYRIGHT O 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS O [� � 5 MAIN DRAIN SHEET NUMBER � ° SP41 � 2 HOT TUB AIR INTAKE � NOT USED 1 1 �2 " _ � ' _ � » �2�> >�0� SP4. 1 � » _ � , _ �» �2�> >�0� SP41 NTS �2�»�0� ■ _ � D . P .A PROJECT # 06232 . 00 � �\ \ �� - �� _ � . ' / � $ � �� , , LEGEND SYMBOL LEGEND � — — — — — LOW VOLTAGE CONTROL CONTINUOUS POWER WATER LINE BUTTERFLY VALVE —{ �f— � � � � AC�Ch � t tS DISPLAY PANEL CO2 LINE BALL VALVE —��-- . NOTE ALL PROPRIETARY NAMES MENTIONED GATE VALVE �� ARE TO DESIGNATE PERFORMANCE PHONE LINE � � — 3 PHASE POWER BY ELECTRICAL � I MODULATING � STANDARDS APPROVED EQUIVALENTS AUXILIARY CONTACTS OF P PHONE LINE WILL BE ACCEPTED MAIN RECIRCULATION PUMP(S) I FLOAT VALVE BY ELECTRICAL F S 120V I 2301 BLAKE ST , STE #100 I PRESSURE _�� DENVER, COLORADO 80205 REDUCING VALVE ��-� 303 861 8555 F 303 861 3027 � � � � � � SOLENOID VALVE � 0225 MAIN STREET UNIT C101 � 9 0 926 8960 F� 97�0 9 6 896632 FROM SWING GATE DOMESTIC � CHECK VALVE �� I � WATER I P BACKFLOW PREVENTER I THREE WAY VALVE ��J CHLORINE GENERATION REQUIRED - COORDINATE � CONTROLLER WITH PLUMBING � FLOW DIRECTION — — — CHEMICAL CONTROLLER NOTE BONDING OF ALL POOL / CO2 (CARBON DIOXIDE) - - - - - - - 1 MANUAL FILL- LOCATE I EQUIPMENT PER 680 OF NEC ( � � MAX 6'-8" A F F � TYPICAL BONDING SHOWN ON PUMP ' � � OR WHERE POOL BONDING SCHEMATIC O � � ( ( I I � FULLY ACCESSIBLE I DETAIL CONFIRM WITH ��— � 110V ( � � � i ELECTRICAL HAIR AND LINT O STRAINER � � � I I II �I - I I I a � � � CO2 MANIFOLD _ _ � WET CELL � � "Y" STRAINER --�-�� I � � ASSEMBLY � � WATER LEVEL FLOW INTERLOCK FI � CONTROLLER POOL � CU FS � � i FLOW METER n ° p �T. - WET CELL � � FLOW SENSOR FS S � � � 4 1936 MONTAUK HIGHWAY BRIDGEHAMPTON , NY 11932 BROMINATOR }—�� _ _ _ 1 � J POOL IMPACT FLOW METER � 631 537 3555 F 631 537 0558 a a , ° , < a a a `� TO 1NASTE I , oa d I VENTURI FLOW '1 � 3 E M AD W DPIVE, ITE 300 METER ��- VAIL, COLORADO 81657 r I � 970 479 0100 F 970 926 8961 (ll r ,� � I WATER METER Z � � � Uv � � a � e p , � o e QW ISSUE/REVISION DATE NO BY PASS VALVE BYPASS � � AUTOMATIC AIR VENT A° � PROGRESS SET 02FEB07 1 TO POOL INLETS � r FI � FS � VALVE SYSTEM � � � � MANUAL AIR VENT N� DESIGN DEVELOPMENT 20JUN07 2 Cll ' ~ ~ I I � � PRESSURE GAUGE � � � � POOL PERMIT SET 21NOV08 3 VALVE MAIN RECIRCULATION AND COCK REVIEW COMMENTS 02MAR09 Q4 SYSTEM SHUTOFF VALVE i F PUMPS —� � I S NISOR TEMP TOV PERMIT SET 05MAR09 5 � � � HEATER BOOSTER � TO BACKWASH FUNNEL " N O T E- PUMP AND FLOW THRU 6 AIR GAP MECHANICAL TO PROVIDE ALL � INTERLOCK - REFER ULTRAVIOLET THERMOMETER 4 HEATER GAS, COMBUSTION AIR, TO MECHANICAL TREATMENT ' VENTS, AND FLUES COORDINATE FROM TO -S CHAMBER FOR PROPER INSTALLATION BACKWASH THROTTLING GEAR 4c UV CONTROL PANEL VALVE �— REQUIRE SEWER CAPACITY SEE DATA TABLE SOLENOID �s POOL HEATER ON SPO 0 UV SYSTEM INTERLOCK WITH MAIN POWER CORD � RECIRCULATION PUMP REFER TO ELECTRICAL PNEUMATIC n ACTUATOR Y DUCK BILLED VALVE I= I , � � � , i � � � ��%,�� `�� Q'Pj�O• RE(;�`5'� �' � ..z ;��o�.o .-��ptlG �,��`� �'= . � . :� � �° .. SWIMMIN POOL SYSTEMS SCHEMATIC ' �� ` � G =� ` � 4 - , : . � SP5. 0 NTS —� n • . � � . • ��. ( �z/n/o� : Sf � ► `° � / � '�� / � � � � � � ` , / � LEGEND SYMBOL LEGEND CONTINUOUS POWER - - - - - LOW VOLTAGE CONTROL � r� BUTTERFLY VALVE I DISPLAY PANEL WATER LINE CO2 LINE BALL VALVE —{�f— r , NOTE ALL PROPRIETARY NAMES MENTIONED 1 PHASE POWER ARE TO DESIGNATE PERFORMANCE PHONE LINE � � — 3 PHASE POWER GATE VALVE �T� W J STANDARDS APPROVED EQUIVALENTS AUXILIARY CONTACTS OF BY ELECTRICAL � I \ � WILL BE ACCEPTED MAIN RECIRCULATION PUMP(S) � MODULATING � / � BY ELECTRICAL s 120V I P PHONE LINE " FLOAT VALVE � F �/ � � PRESSURE �� Q � z � � REDUCING VALVE ��-� � O � � � � I � � I SOLENOID VALVE —� O � FROM � DOMESTIC �� I � , Q SWING GATE � O Q � � WATER I CHECK VALVE P BACKFLOW PREVENTER � PP5 STRAINER Q Q Q CHLORINE GENERATION REQUIRED — COORDINATE � THREE WAY VALVE �� Q � W WITH PLUMBING NOTE BONDING OF ALL POOL CONTROLLER — — — — — — — — I , O FLOW DIRECTION , J � O � CHEMICAL CONTROLLER � CO2 (CARBON DIOXIDE) - - - - - - - 1 MANUAL FILL— LOCATE I EQUIPMENT PER 680 OF NEC PP4 STRAINER � J � I �1 �� unv s'_ s° A F F' � TYPICAL RONCIING SNOIAM nti � Q I I I I I I � OR WHERE ( POOL BONDING SCHEMATIC PUMP � O O Q I � � I I I FULLY ACCESSIBLE � DETAIL CONFIRM WITH � ��_ — I I I I ELECTRICAL � , 0 � � � ( I � HAIR AND LINT O � � U O 110V PP3 STRAINER STRAINER � .. n/ � � � � � �� - � � � � � � � � CO2 MANIFOLD _ _ � I ASSEMBLY I I "Y° STRAINER ♦'..^` �~ � � V J � � � � � I I WATER LEVEL � � � � FS I CONTROLLER HYDROJET FLOW INTERLOCK FI ,� � � � � I I FITTING O a I � o FLOW METER n � � ' WET CELL I I � � U S '-e I I FLOW SENSOR FS BROMINATOR H� l - - - � J I � IMPACT FLOW METER � '-e TO WASTE I (6 � ETERRI FLOW �� r � ��.�� a,r � WATER METER � � � ° °• a < � Z '--e BY PASS VALVE � � UV � I � ' a ° ° ° � °° . ; . a < a � < ' OO � �� O � �� d a FI � FS BYPASS � AUTOMATIC AIR VENT A° ��„�� ; � ��,, � � � ��i�� 3� L a � y � VALVE FILTER � O TO SPA INLETS -r SYSTEM � � MANUAL AIR VENT ��" � � I I � � � � � MAIN RECIRCULATION PRESSURE GAUGE SYSTEM SHUTOFF VALVE � VALVE PUMPS AND COCK � I � � � � �..� � ( � TO BACKWASH FUNNEL DIGITAL TEMP POOL SYSTEM MECHANICAL TO PROVIDE ALL HEATER BOOSTER THRU 6 AIR GAP SENSOR SCH EMATICS � PUMP AND FLOW ULTRAVIOLET �, HEATER GAS> COMBUSTION AIR, FROM TO INTERLOCK - REFER TREATMENT THERMOMETER �� VENTS, AND FLUES. COORDINATE TO MECHANICAL -S CHAMBER BACKWASH FOR PROPER INSTALLATION. THROTTLING �� REQUIRE SEWER CAPACITY GEAR 4c UV CONTROL PANEL VALVE � POOL HEATER ONES OTO TABLE SOLENOID Q � UV SYSTEM ____ � INTERLOCK WITH MAIN POWER CORD —a PLOTTED � L CHK'D BY Scott Nevin , AIA, Maggie Fitrgerald, AIA x REFER TO ELECTRICAL PNEUMATIC . " � ACTU ATOR COPYRIGHT OO 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS d DUCK BILLED VALVE I= I SHEET NUMBER _ � � 2 HOT TUB SYSTEMS SCHEMATIC ., o SP5. 0 NTS ,2/„/0� � `�' D P .A PROJECT # 06232 00 - O , , � � � \ � �� AIR HANDLING UNIT SCHEDULE ( COOLING + HOT WATER HEATING ) MANUF SU PLY FAN COOLING COIL PRE-HEAT COIL HEATING COIL PRE-FILTER FINAL FILTER DESIGNATION MODEL SERVICE TYPE MIN OUTSIDE TOTAL TOTAL SENSIBLE ESP WHEEL WHEEL FLOW EWT EAT EAT LAT APD Wpp TOTAL FLOW EWT EAT LAT APD WPD TOTAL FLOW EWT EAT LAT APD PD INIT PD FINAL PD INIT PD FINAL PD HUMIDIFIER REMARKS NUMBER AIR CFM CFM ��N W C ) SIZE TYPE BHP MOTOR HP VOLT/PHASE COOLING COOLING �GPM ) (°F) (db °F) (wb °F) (° F) (IN W C ) (FT W C ) HEATING �GPM ) (°F) (°F) (°F) (IN W C ) (FT W C ) HEATING �GPM � �� F� ��F ) (° F) (IN W C ) (FT W C ) NPE MERV �IN H20) (IN H20) NPE MERV ��N H20) (IN H20) (MBH) (MBH) (MBH ) (MBH) . AHU-1 McQuay Condominiums HDT, CAV 24,000 24 ,000 1 40 AirFoil 19 20 460/3/60 622 622 122 44 89 58 67 0 24 9 2 1300 69 180 -10 40 0 11 5 5 1040 55 180 40 80 0 12 3 3 Panel 7 0 15 1 Bag 11 0 24 1 5 See Atomiang Type � . � , A r„� � , � � c HumidifierSchedule 3 �y .7 AHU-2 McQuay Boiler Intake Htg CAV 14 ,000 14,000 1 20 AirFoil 15 29 20 460/3/60 - - - - - - - - - 865 1 33 5 180 -10 35 0 28 4 1 458 6 27 7 180 35 55 0 28 2 Pleated 8 0 58 1 - - - - - ON EMERGENCY POWER 2301 BLAKE ST , STE #100 DENVER, COLORADO 80205 Q303 8618555 F 303 8613027 � 0225 MAIN STREET UNIT C101 FAN COIL SCHEDULE ( COOLING + HOT WATER HEATING ) EDWARDS, COLORAD081632 970 926 8960 F 970 926 8961 MANUF COOLING � HEATING AIR FILTER MOTOR VOLTAGE/ DESIGNATION MODEL SERVICE TYPE CFM (IN WG) T TAL SENSIBLE EWT EAT �AT FLOW PD TOTAL EWT EAT FLOW PD MAX NO MAX WEIGHT (Ibs ) REMARKS NUMBER B�lJH BTUH (°F) (° F) �(°F) (GPM ) (FT H20) BTUH I °F ° Q ,( ) ( F) (GPM ) (FT H20) ERV WATTS SPEEDS RPM PHASE FCU-A QuayTSH-SO4 Condominiums Honzontal , 390 0 2 - - 45 80 55 2 5 8 - - - - - 8 185 3 1200 115/1 67 1 Concealed FCU-B QuayTSH-S08 Condominiums Honaontal , 560 0 2 - - 45 80 55 4 6 3 9 - - - - - 8 250 3 1280 115/1 87 1 Concealed FCU-C QuayTSH-S10 Condommiums Honaontal , 745 0 2 - - 45 80 55 6 2 11 5 43200 140 30 6 5 - 8 450 3 1350 115/1 116 1 ,s Flack + Kurtz Inc. Concealed I Horizontal , 405 Howard St.,Swte 500 FCU-D QuayTSH-S12 Condominiums 855 0 2 - - 45 80 55 7 8 21 6 43200 140 30 7 8 - 8 395 3 1160 115/1 156 1 ,5 San Francisco, CA 94105 Concealed Tel 415 398-3833 Fax 415 433-5311 FCU-L1 QuayTSH-S10 Upper Lobby Hon�ontal , 745 0 2 21 850 21 ,850 45 80 55 6 2 11 5 3500 140 72 6 2 - 8 450 3 1350 115/1 116 2 ,5 Concealed FCU-L2 QuayTSH-S12 Lower Lobby Hon�ontal , g50 0 2 24 765 24,765 45 80 55 7 8 11 5 7300 140 72 7 8 - 8 450 3 1350 115/1 116 2 ,5 �■ WSP e r� a«�v �r Concealed FCU-L3 QuayTSH-S12 Fitness Honaontal, g50 0 2 24 765 24 ,765 45 80 55 7 8 11 5 20200 140 72 7 8 - 8 450 3 1350 115/1 116 2 ,5 ' Concealed ' FCU-L5 QuayTSH-S12 Upper Lobby Homm�tal, g50 0 2 24 765 24 ,765 45 80 55 7 8 11 5 3500 140 72 7 8 - 8 450 3 1350 115/1 116 2 ,5 Concealed FCU-L6 Quay TSH-S12 Room 226 Homm�tal , g50 0 2 24 765 24 ,765 45 80 55 7 8 11 5 35430 140 33 4 6 2 - 8 450 3 1350 115/1 116 2 ,5 Concealed FCU-L7 Quay TSH-S12 Lower Lobby Hon�ontal , g50 0 2 24 765 24 ,765 45 80 55 7 8 21 6 7300 140 72 7 8 - 8 395 3 1160 115/1 156 2 ,5 ISSUE�REVISION DATE N0. Concealed FCU-L8 QuayTSH-S12 Lower Lobby Horizontal , g50 0 2 24 765 24,765 45 80 55 7 8 21 6 7300 140 72 7 8 - 8 395 3 1160 115/1 156 2 5 Concealed � PROGRESS SET 260CT07 FCU-L9 QuayTSH-SO4 Office Honzontal , 390 0 2 10 660 10 ,660 45 80 55 2 5 8 2000 140 72 2 5 - 8 185 3 1200 115M 67 2 ,5 TOV RESPONSE 17DEC07 Concealed Homm�tal , TOV RESPONSE - FCU-L10 Quay TSH-SO4 Loading Dock Office Concealed 390 0 2 - - - - - - - 2200 140 70 3 25 - 8 185 3 1200 115/1 67 4 11FEB08 1 FCU-L11 cQuayTSH-S10 Level 2 Toilets Honaontal , 745 0 2 - - - - - - - 5800 140 -10 6 2 - 8 250 3 1280 115/1 87 1 ,5 OWNER REVIEW 16APR08 _ Concealed FCU-L12 cQuayTSH-S12 Skate Shop Hori�ontal , g50 0 2 24 765 24,765 45 80 55 7 8 21 6 5500 140 72 7 8 - 8 395 3 1160 115/1 156 1 ,5 CONSTRUCTION DOCUMENTS OSAUGOS Concealed Honzontal , TOV UPDATE 06NOV08 2 FCU-L13 Quay TSH-S10 Pool Equipment Room Concealed 745 0 2 21 850 21 ,850 45 80 55 6 2 11 5 3500 140 72 6 2 - 8 450 3 1350 115/1 116 2 ,5 , REMARKS TOV UPDATE 10DEC08 3 1 SEE PLANS FOR 4- IPE OR 2-PIPE FAN COIL 2-PIPE FAN COIL IS OOLING ONLY 2 4-PIPE FAN COIL TOV UPDATE 19DEC08 4 3 FUTURE FAN COIL SHOWN FOR REFERENCE ONLY 4 HEATINGONLY TOVPERMITSET 05MAR09 5 PROVIDE 1 " HOT W TER RUNOUTS T04-PIPE FAN COILS ISSUE FOR PERMIT 06APR09 v�P�K C � B�s �1STEq� F� PIPING SCHEDULE ( CHILLED & HEATING HOT WATER) PUMP SCHEDULE FLOW RATE * � No. 22114 � * (GPM ) PIPE SIZE PIPE MATERIAL REMARKS MANUF PUMP HEAD NON- EMERG ` DESIGNATION LOCATION SERVICE TYPE SPEED GPM VFD VOLTAGE/ REMARKS � MODEL NUMBER (RPM ) (FT H20) OVERLOADING PHA E POWER F 0 - 3 5 3/4" DIA COPPER 1 ,2 HP 3 6 - 7 5 1 " DIA COPPER � ,2 HWP-P1 Central Plantroom HeaUng B&G 1510-3AC End Suction Centrifugal 1 ,750 280 20 3 460/ N HWP-P2 Central Plantroom Heat� ng B&G 1510-3AC End Suct�on Centnfugal 1 ,750 280 20 3 460/ N 7 6 - 13 9 1 -1 /4" DIA. COPPER � ,2 HWP-P3 Central Plantroom Heat� ng B&G 1510-3AC End Suct�on Centnfugal 1 ,750 280 20 3 460/ N HWP-P4 Central Plantroom Heating B&G 1510-3AC End Suction Centnfugal 1 ,750 280 20 3 460/ N 14 - 23 9 1 -1 /2" DIA COPPER � ,2 HWP-P5 Central Plantroom Heating B&G 1510-3AC End Suction Centnfugal 1 ,750 280 20 3 460/�i N 24 - 50 9 2" DIA COPPER � ,Z HWP-S1 Centrai Plantroom ondominiums West B&G 1510-2BC End Suction Centnfugal 1 ,750 200 80 Y 10 460/ N HWP-S2 Central Plantroom ' ondominiums East B&G 1510-26C End Suction Centnfugal 1 ,750 200 80 Y 10 460/ N 51 - 75 9 2-1 /2" DIA COPPER 1 ,2 HWP-S3 Central Plantroom Common Armstrong dualArm Vertical Inline 1 ,750 300 60 Y 7 5 460/ N HWP-S4 Central Plantroom Shared Standby Armstrong dualArm Vertical Inline 1 ,750 300 80 Y 10 460/ N REMARKS HWP-S5 Central Plantroom Snow Melt B&G 1510-3AC End Suction Centnfugal 1 ,750 240 30 Y 5 460/ N 1 CONTRACTOR TO PROVIDE PIPING RUNOUT SIZING FOR RADIANT PANEL MANIFOLDS HWP-S6 Central Plantroom Snow Melt B&G 1510-3AC End Suction Centnfugal 1 ,750 240 30 Y 5 460/ N 2 SEE FAN COIL SCHEDULE FOR FAN COIL FLOW RATES HWP-S7 Central Plantroom HW - Condominiums B&G 1510-1 -1 /4AC End Suction Centnfugal 1 ,750 100 30 1 460/ N ' HWP-S8 Central Plantroom HW - Condominiums B&G 1510-1 -1 /4AC End Suction Centnfugal 1 ,750 100 30 1 460/ N U HWP-S9 Central Plantroom DHW - Common B&G 1510-1 -1 /4AC End Suction Centrifugal 1 ,750 85 30 1 460/ N � 02 J SMP-1 Central Plantroom S ow Melt Pump Zone 1 Armstrong dualArm End Suction Centrifugal 1 ,750 320 90 Y 15 460/ N w � SMP-2 Central Plantroom S ow Melt Pump Zone 2 Armstrong dualArm End Suction Centrifugal 1 ,750 320 90 Y 15 460/ N \ � � / � W - CHWP-P1 Central Plantroom ondominium Pnmary B&G 1510-5BC End Suction Centnfugal 1 ,750 785 40 15 460/ N � ♦ ^ ` CHWP-P2 Central Plantroom Common Pnmary B&G 1510-5BC End Suction Centrifugal 1 ,750 785 40 15 460/ N �v z CHWP-S1 Central Plantroom Con ominium SecondaryDuty Armstrong dualArm Vertical Inline 1 ,750 785 80 Y 25 460/ N Q �n� � - CHWP-S2 Central Plantroom C ndominium Secondary Armstrong dualArm Vertical Inline 1 ,750 785 80 Y 25 460/ N � w . CHWP-S3 Central Plantroom C mmon SecondaryDuty Armstrong dualArm VerUcal Inline 1 ,750 785 60 Y 20 460/ N � O O CHWP-S4 Central Plantroom Co mon SecondaryStandby Armstrong dualArm Vertical Inline 1 ,750 785 60 Y 20 460/ N � CHWP-P5 Central Plantroom Co dominium WaterEcon B&G 1510-5A End Suction Centrifugal 1 ,750 785 30 10 460/ N � O Q � _ CHWP-P6 Central Plantroom ommon Water Econ B&G 1510-5A End Suction Centnfugal 1 ,750 785 30 10 460/ N Q � CWP-1 Central Plantroom Condominium B&G 1510-5E End SucUon Centnfugal 1 ,750 1275 80 40 460/ N � Q �'S/ CWP-2 Central Plantroom Common B&G 1510-5E End SucUon Centnfugal 1 ,750 1275 80 40 460/ N �"� Condo Unit adiant Floor Pump - J W O W RFP-1 Radiant Manifold In�ectioin Taco 007-VS Inline Vanable Speed 3250 12 1 1 /25 115/ N WT 12 LBS C J � RFP-2 Condo Unit adiant Floor Pump - Taco 0014 Inline 3250 12 15 1IR 11 S/ N � G Rod �antMamfald CuwlaLv� � (� O O (� v� U � Q � � w � Q � ; > � PLATE AND FRAME HEAT EXCHANGER SCHEDULE � Q MANUF RATED HOT SIDE COLD SIDE OPERATING J DESIGNAl10N SERVICE MODEL PRESSURE EWT LWT PD EWT LWT PD WEIGHT REMARKS O NUMBER (PSIG) FLUID GPM �aF� �� F) (PSIG) FLUID GPM �oF� ��F) (PSIG) (LBS ) � /1 ATOMIZING TYPE HUIVIIDIFCATION SYSTEM SCHEDULE � � MANUF WATER MIN WATER MIN AIR DUCT SIZE AIR PRESS Water/40 Water/50 DESIGNATION MODEL SERVICE LOCATION CFM FLOW PRESSURE PRESSURE W x D DROP (MA� REMARKS HX 1 Snow Melt B&G PHE 150 0 240 180 140 5 0 320 100 130 5 1 , 100 /o Glycol /o Glycol NUMBER (LBS/HR) (PSIG) (PSIG) (INCHES ) (INCHES W C ) HX 2 Snow Melt B&G PHE 150 Wated40 240 180 140 5 Water/50 320 100 130 5 1 , 100 ��,�r�� '�� /o Glycol /o Glycol Condominium Chilled Water Economi�er Water/40 H-1A Carel mc Senes Vent Central Plant Rm 12 ,500 500 5 30 48 X60 0 1 HX 3 Condomirnums B&G PHE 150 a/o Glycol 785 60 44 7 Water 1275 40 48 5 10 4,900 � �� 0 4 ��fl� Condominium Chilled WaterEconomi�er WateN40 H-1 B Carel mc Senes Central Plant Rm 12 ,500 500 5 30 49 X60 0 1 HX-4 B&G PHE 150 785 60 44 7 Water 1275 40 48 5 10 4 900 �' ��, ;. Vent Common % Glycol � ��a e�� '��, DomesUc Hot Water- Paul Mueller Water/40 HEX 1 Condominiums PHE 150 % Glycol 100 180 140 2 Water 41 7 50 140 1 960 Prowded byPlumbing Domestic Hot Water- Paul Mueller Water/40 HEX2 Condominiums PHE 150 % Glycol 100 180 140 2 Water 417 50 140 1 960 Prov�dedbyPlumbing DomesticHotWater- PaulMueller WateN40 MECHANICAL � HEX 3 Common PHE 150 % Glycol $5 180 140 2 Water 35 4 50 140 1 960 Prowded by Plumbing 2 EQUIPMENT SCHEDULES PLOTTED CHK'D BY COPYRIGHT OO 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS SHEET NUMBER ■ 4 D . P.A. PROJECT # 06232. 00 �\ I � AIR OUTLETS AND INLETS ' ' MANUF 1YPE OF TYPE OF FACE CFM RANGE DESIGNATION MODEL UNIT SERVICE DIMENSIONS NECK SIZE REMARKS NUMBER LS-A TITUS ML-39 LINEAR 2-SLOT SUPPLY 2 FOOT SEE PLAN 1 LS-B TITUS ML-39 LINEAR 2-SLOT SUPPLY 4 FOOT SEE PLAN 1 . � LS-C TITUS ML-39 LINEAR 2-SLOT SUPPLY 6 FOOT SEE PLAN � � � � � A �"Ch � t tS 4 LS-D TITUS ML-39 LINEAR 2-SLOT SUPPLY 3 FOOT SEE PLAN 1 LS-E [ ARCHITECTURAL GRILLE] LINEAR SUPPLY SEE ARCH DWGS SEE PLAN 2 LR-A TITUS MLR-39 LINEAR 2-SLOT EXHAUST/RETURN 2 FOOT SEE PLAN 1 LR-B TITUS MLR-39 LINEAR 2-SLOT EXHAUST/RETURN 4 FOOT SEE PLAN � 2301 BLAKE ST , STE #100 DENVER, COLORADO 80205 LR-C TITUS MLR-39 LINEAR 2-SLOT EXFiAUST/RETURN 6 FOOT SEE PLAN 1 303 861 8555 F 303 8613027 CD-A TITUS PSS CEILING SUPPLY 24x24 SEE PLAN 0225 MAIN STREET . UNIT C101 PERFORATED EDWARDS, COLORADO 81632 CEILING 970 926 8960 F 970 926 8961 CD-B T1TUS PSS PERFORATED SUPPLY 12x12 SEE PLAN SR-B TITUS 272FL SIDEWALL SUPPLY SEE PLAN SEE PLAN ER-A TITUS PAR CEILING EXFiAUST/RETURN SEE PLAN SEE PLAN PERFORATED ER-B TITUS 3FL SIDEWALL EXHAUST/RETURN SEE PLAN SEE PLAN EG-A TITUS PAR CEILING EXFiAUST/RETURN SEE PLAN SEE PLAN PERFORATED Flack + Kurtz Inc. EG-B TITUS 3FL SIDEWALL EXFiAUST/REIURN SEE PLAN SEE PLAN 405 Howard St ,Swte 500 San Francisco, CA 94105 EGA lllUS 50F ALL ALL SEE PLAN SEE PLAN Tel. 415 398-3833 Fax �415� 433-5311 i QREMARKS 4 1 WITH LINED PL NUM MPI-39 FOR EXHAUST LINEAR SLOT USE ON-INSULATED PLENUM MP-39 � WSP � � � �y 2 PROVIDE LINE � PLENUM BEHIND ARCHITEC1lJRAL DIFFUSER SPLI SYSTEM SCHEDULE Cl/J�PORJ�TOR All'C GOOLED GVIVUEIVSEK ENERGY C OLING HEATING MODEL LOCATION / VOLTAGE/ WEIGHT EMERGE CY MODEL CAPACITY VOLTA E/ WEIGHT EMERGENCY EFFICIENCY REMARKS DESIGNATION NUMBER SERVICE C PACITY CAPACITY FLA MCA pHASE (LBS ) POWE DESIGNATION NUMBER (BTUH) FLA MCA pHA E (LBS ) POWER (SEER) ISSUE/REVISION DATE N0. BTUH) (B711H) AG1 MITSUBISHI P1 ELEV RM/ 0, 000 NA 0 43 1 208/1 53 Y ACG1 MITSUBISHI 30 000 12 75 25 208/ 163 Y 13 1 2, 3, 4 TOV RESPONSE PKA-A30FA ELEVATOR 1 , 2 PUY-A18NHA ' � 17DEC07 AC-3 MITSUBISHI RM 355 / 4, 200 NA 0 52 1 208/1 62 Y ACC-3 MITSUBISHI 3,q,, 200 12 75 25 208/ 163 Y 13 1 1 , 2, 3, 4 TOVRESPONSE 11FE608 PKA-A36FA ELEVATOR 3, 4 PUY-A36NHA - A� MITSUBISHI RM 355 / 4, 200 NA 0 52 1 208/1 62 Y ACG3 MITSUBISHI 3q,� 200 12 75 25 208/ 163 Y 13 1 1 , 2, 3, 4 OWNER REVIEW 16APR08 PKA-A36FA ELEVATOR 3, 4 PUY-A36NHA A� MITSUBISHI RM 217 / 4, 000 NA 0 43 1 208/1 53 Y ACC�F MITSUBISHI 24, 000 12 75 18 208/ 163 Y 13 5 1 , 2, 3, 4 CONSTRUCTION DOCUMENTS 08AUG08 PKA-A24GA ELEVATOR 5, 6 PUY-A24NHA MITSUBISHI RM235 / MITSUBISHI TOVUPDATE 220CT08 1 AC-5 PKA-A24GA ELEVATOR 7, 8 4, 000 NA 0 43 1 208/1 53 Y ACG5 PUY-A24NHA 24, 000 12 75 18 208/ 163 Y 13 5 1 , 2, 3, 4 TOV UPDATE 06NOV08 2 TOV UPDATE 19DEC08 3 REMARKS ISSUE FOR PERMIT 02FEB09 4 1 WIRED REMOTE CONTROLLER TOVPERMITSET 05MAR09 2 PROVIDE WALL MOUNTING RACK FOR OUTDO R UNIT 3 INDOOR UNIT SHALL BE MOUNTED AT HEIGHT BOVE ELEVATOR MACHINE ROOM ENTRANCE ISSUE FOR PERMIT 06APR09 4 PROVIDE CONDENSATE PUMP FOR INDOOR A D OUTDOOR UNITS AND CONNECT TO NEAREAST TAIL PIECE ��P�K C � e�s ��sr� F� - HEAT RECOVERY VENTILATOR SCHEDULE MA uF * � No. 22114 * OA EA ESP AIR FILTER SUPPLY FAN MOTOR EXHAUST FAN MOTOR VOLTAGE/ TOTAL WEIGHT REMARKS � DESIGNATION MO EL SERVICE EFFICIENCY CFM CFM (IN WG) TYPE P � HP AMPS RPM HP AMPS RPM PHASE WATTS (LBS ) NUM ER (IN H20) � � � HRV-2 ALDES 700SDD FITNESS 64% 400 450 0 4 W ASHABLE NA 1 /3 2 75 1625 1 /3 2 75 1625 120/1 648 142 AIR COMPRESSOR SCHEDULE MANUF Max Air Motor Capacity CFM @ Motor DESIGNATION Serv►ce MODEL (SCFM ) Pressure (PSIG) Max PSI Recei�er �HP� Speed Voltage / Phase REMARKS NUMBER Pressure PSI (RPM ) COMP-1 Central Plant INGERSOLL RAND 125 100 58 200 20 1800 460 / 3 1 � Room UP6-20-200 Rem arks J 1 PROVIDE 240-GALLON ASME HORIZONTAL RECEIVER J W � � � � ELECTRIC UNIT HEATER SCHEDULE _ W MANUF MOTOR ' � � � DESIGNATION MODEL SERVICE TYPE CFM TEMP CAPACITY WEIGHT EMERGENCY NUMBER RISE (°F) (kW ) (Lbs ) HP AMPS VOLTAGE/ POWER REMARKS Q � - - PHASE M > � w EUH-1 REZNOR P1 FIRE WATER Honzont I 380 42 5 32 1 /35 6 3 480/3 Y 1 , 2 � O O EGEP�5 CHASE � O REZNOR P1 FIRE WATER � Q � . EUH-2 Honaont I 380 42 5 32 1 /35 6 3 480/3 Y 1 , 2 EGEA-5 CHASE Q � REZNOR EUH -3 EGFJ�5 BIKE STORAGE Honaon I 380 42 5 32 1 /35 6 3 480/3 Y 1 , 2 � � � REZNOR FIRE EUH-4 EGEAr5 SPRINKLER Honzont I 380 42 5 32 1 /35 6 3 480/3 Y 1 , 2 � w O � � VALVE ROOM � � � BREEZEWAY O Q REZNOR FIRE � EUH-5 �ochc SPRINKLER Homm� I 380 42 5 39 � i�� a � dnniz v � , � � FREEZE � ' 1 � � PROTECTION � V 2 EUH-6 BRASCH �STIBULE 321 Vertical 250 63 5 - - 7 8 208/3 N 1 , 2, 3 Q � �+ BCUH3305A � � � EUH-7 BRASCH �STIBULE Vertical 250 63 5 - - 7 8 480/3 N 1 , 2 , 3 BCUH3305A � � BREEZEWAY T� � � REZNOR FIRE i � EUH-8 EGE,45 SPRINKLER Honaont I 380 42 5 32 1 /35 6 3 480/3 Y 1 , 2 �� FREEZE � QPROTECTION 3 REMAF2KS O 1 PROVIDE FACTORYTHERMOSTAT KIT, DISCONNECT KIT, MO NTING BRACKETS � 2 PROVIDE HEAT INDICATOR TO BMS 3 INSTALL HEATER IN TOP-INBOTTOIV�CONFIGURATION SUPP YOUTLET FROM UNIT TO BE DUCTED TO PLENUM BEHIND SUPPLYSL T TAP INTO MINIMUM 36" ACTIVE PORTION OF SLOTAND BLANK OFF INACTIVE SECTIONS RETURN SLOTTO BE HIGHER ON WALL D BE UNDUCTED TEMPERATURE SENSOR TO BE MOUNTED IN RETU N DUCT �� A �� 2�� `;�� t1 !1 iC3 � � �� 0 � �� i� ENERGY RECOVERY VENTILATOR SCHEDULE GREENHECK OA EA ESP COOLING COIL HEATING COIL AIR FILTER SUPPLY FAN E)(HAUST FAN DESIGNATION MODEL SERVICE CAPACITY CAPACITY PD NUMBER CFM CFM (IN WG) �MBH� GPM �MBH) GPM TYPE ��N H20) HP RPM HP RPM MECHANICAL ERV1 ERCH-20M POOL 1 ,200 1 ,250 06 26 5 60 5 WASHABLE NA 3/4 1636 3/4 1629 EQUIPMENT SCHEDULES � � PLOTTED CHK'D BY COPYRIGHT �O 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS SHEEfNUMBER . ■ . D . P.A. PROJECT # 06232 .00 _ 1 � - _ SHEET NOTES ,� � r� � � � � � � � ' 1 . ALL MECHANICAL EQUIPMENT AND SHUT-OFF VALVES SHALL BE WITHIN REMOVABLE [ � , CEILING BY ARCHITECT, SAD . I � ' I 1 i � � . 2 . PROVIDE YOUNG REGULATORS TO ALL VOLUME DAMPERS WITHIN INACCESSIBLE CEILINGS. _ � � _ � � � J � 3. 5 SF NFA ' � f 3 .5 SF NFA ;EXHAUST 2. 5 SF NFA INTAKE � EF 1 SF NFA EXHAUST GEF-2 & 3 � � . 3 . ALL DUCTWORK PENETRATIONS AT EXTERIOR WALLS SHALL CONNECT TO ARCHITECTURAL � ' � � � � EXH � k�- ��U�/ER- � �� - �� -- f ��.O�VER-C8-�".Wx-�4-H}� � �LOUVER �7"Wx24 HT � � p � LOUVER-[87 Wx24"�H C��RPARK�ExFfAUSr� � � ArChl t tS , LOUVER . REFER TO DETAILS AND SAD. ��.y �r ��_ 4 ,:� . � [87 , ��, , � ��_ = 1 B SAD � SAD SAD [$ Wx1 , H] SAD, �.� �..� � � �V't\e ,� 1 Aa�.a.0. 4 .�.eCY�'3.tii W2Y . 1<Y`�'A'$'�^' F �'"i \"^Sx'VTvk:� 'Y lE .h.�i.kc ' ��,g..��wal' �.4fev Y6.Y P yz°l Y�a"_ ...)!�S 'J�.'V�A..e`w d= . AiN��d l Tl'°�TT�F'l �f+.r.. w O"'i n ". a'. \31'bxis?�{" l N, l.i�'1 w �1 �`°�TZ^xt"°qW4A`^f Yti� �. ��ka�"F .�, < }i'�t"„�<,�+e °V � �wuN � xh..r S�� +NP'^" '� K" '—a� � Y �..F_°'.� �� _3 �Y� �. � �• :"r .. +. .^ �' _..�.. 4. PROVIDE BLANK- OFF SECTIONS BETWEEN LINEAR DIFFUSERS FOR CONTINUOUS � °��a ° � � 3000 CFM THRU DOOR " � � '" ��`��' '� � "r `�`��` '�` � � = "�'��'��` � � u �' � �� _ ° �`"` ' � �� }t .p 1 'J. . tt .r.. L Y� �. 4��2?r�,,..} :e "� .t A 'k ��4'kq r♦ w� a.-ik�3 - �ia� � � APPEARANCE. � � � ` � , 14x12 EX f , � � f jf { FD 3HR 10 �r ` '� � ]0 � � � ,.A.'. ,... \ � � � � � � � � � � � '�� •i � � � � � � � ' . >. ' � � h 5 . ALL BATHROOM EXHAUST LINEAR SLOTS SHALL BE LR-A WITH NO INTERNAL LINING. °r , ' E , , ' , . ' - �� :�� s � � 2301 BLAKE ST., STE #� oo , � '��, � � � � , ' ; t I � . � , � �' 10 � � � ` -'10 FD[3HR] ' � DENVER, COLORADO 80205 6 . SED FOR LOCATIONS OF TEMPERATURE SENSORS, SLAB SENSORS, AND CENTRAL � � � ` I I � ` ; � � � � �- � � _ � 1 � � � � U � � 3o3ss� e5s5F3oses� 3o27 THERMOSTATIC CONTROLLERS . � � �" � ` � � , ' � l � � , ° � ` � ; ,� 17x13 S � � , � � � ; , � i � � i ,, , € � ��,�� 0225 MAIN COLORADO 1632 � � � , � � 1 � � � � � . � EDWARDS, I 7 . ALL RETURN AIR DUCTS SHALL BE 12x6. j , �; � � ` � � ' � ; \ ` ., � � ; 14x 2 EX ` I ,� � 3 �RV �;� �� ,, � � s�os2sassoFS7os26sss� i � ( 4 ` � � 1 � � � € ` � i � I ; � ' i i ; � � � C � � '' � k��z'��' ...�..� 8 . RETURN LINEAR SLOTS SHALL BE LR-A, LR- B , OR LR - C AS SHOWN ON PLAN . � . � 1 � J , � � ..>� 1 h� � � _ _ rt � _ _ j _ _ _ _ _ _ _ _ _ � J , € 1 "CH �/R � , �GARAG� EXHAITS�T RISERS 9 . RETURN AIR PLENUMS SHALL HAVE MAXIMUM BEAM PENETRATIONS WITHIN PLENUM . - � �� ' � �- ` € - v ` � � �' � � -�� - --�� -�'- El�A�-4�-2-4- - � - - - � � �, � _` a ,�,-v, � . � ; l � -� . , , � � ` � , v i 17x13 EX � � ' 1000 3 . CEILING SPACE SHALL BE CLEAR OF OBSTRUCTIONS FOR RETURN AIR TO TRAVEL BACK � � . �;; ` ` [ � , ' t � 5� F � ' ' � , ' TO FAN COIL. � �: � �SNOW MELT ZONE , � ` � � 4 � ` "�� " ' � � � ' � � ' � I � ti � : � . � SE�� SI�EET M1 - 01 � � I � � , � 1 4� . � � � � � -� � � � � � , � � i 10. ALL EXHAUST OPENINGS SHALL BE MINIMUM 10 ' - 0 " FROM AIR INTAKE AND MINIMUM = � , � FOR I�qNTINUATION , ' � ' � � � ' � � � �`' � ` J Flack + Kurtz Inc. � 1 -� ` � 3 ' -0 " FROM OPERABLE WINDOWS. � � - f r �i� ` i ` 1 � � � ; � ` � , � � 1 " HW/R , � � �' � , . � � � � � , F � . , , j� � � ! � � � RATED ARCH . ; ` � i ` 14x10 EX ' � 405 Howard St.,suite 500 � � � 1 ,4X '�0 EX [ HR]� , � � � San Francisco, CA 94105 11 . SSD FOR BEAM PENETRATION REQUIREMENTS. COORDINATE WITH OTHER TRADES FOR � � ' CO SE �SOR, � , ` � � � ' � ( t ENC�dSURE � ,, � , � \ � Tel. 415 398-3833 PENETRATION LOCATIONS. �° , , , , ` LIGN DIFFUSE � AT � DG ,, -LR - C ,� Fax �4� 53 433-5311 I , 5 FT /�FF TYP � � ; , 14� 12 E , , „ I ��=� � � , OF CEILING FEATI�RE , � ' 285 TYP-4 1 HW�R� , ' 8x8 12. ALL INLINE EXHAUST FANS ABOVE CEILING SHALL HAVE ACCESS PANELS. SEE � � , ' TIE TO EF- 1A � � � , ' � ` ` � � � ` � : DIFFU�ER SHAL , �' _ � � ' � '_ � a, _, (�{� _ _ _ (7f ' Lr�"YI Y _ ._ ._ � .V ._ __, ._ ..._ _ _ _ � � -�sii�3'N��Y.I3:�3a''�5�. ._ _ �_ _ ". -- _.._ .� ._ -_ ' _ _ _ _ _ _ _ � _ _ ._ �_ -F _.r^-_==' � _ ' ' _ �_ ARCHITECTURAL DRAWINGS FOR DETAILS. �� , �E , � - r ,�'iy,� _ - �- tt�ilE=f;()RROStO - � . � - - � � � � �� _, � � . _ a � W$P e w� aaa �r � V 'J _ • • — + � �� `� ,� I f , � ; ` , � ( � � ' il � � � „ ( RESISTANT COATING. T�! , � _ =r°� � � - - �_ � �� .. .,: � 4 � ` � � � � , 4x8 � . � ; T 5 NUMBERED NOTES � _� ' � , I , � ' ; � . , � " ; � E� NDENSER �, - ' � � � � � ER� , ' � � � � `� � � �. � ,. 1 � NW/R 6 I � � �:��_~ � 1 1 b� I � � � . . ' � i ° , � i WATEI� PIPES � , F�OM BELO � � �s � , � � 104� , i , , � TO `ROOF � � �� 16x10 - lt� CEF � � � ` � � ' ' � � � � . , I , . ' � ' ) ER� B 8x8 � � � � ` `� ': � . _ . ._ � � � 1 �x8 �EX 1 � i� I I � � 2 � SA A � � u �* �, � ' ' � � ' � � 70 � � � � T FRO�M � f 1 � � ar�o� � � � _ �- I I _ _ 1 HW R E� �0 ' g A � �� Iaa � A � � " 1T �� « bf < � /� [' � � � � � � �f � / ^� `� £�� / A � � � 7� r � �^ � � � �� /'lAt.L_ S1E + t �G�� ,. L. � � �t,� � ' ro ! �� ` ' " ` �� ' � � LS— C � � I =��F��«•��- ISSUEIREVISION DATE N0. CEF — ;: • �� — ----�—' � — -----�- ' i — TO AB VE ' _ � ' ACC � A E F� � ' � ° r`' I � _.._. � '- a s-�. � / t � r � r---� � , � �� r _ _ .� B �� '�� . . , , ' CONDO ` � � [�H � ; � � , �- — � -- -� CI�W � �, ' � � �� s� � i �� i W �T� 1 3 � � . 6 ' ^ ' �t ��o� r ` ° €� � � + ,-� _.�� PROGRESS SET 260CT07 / \ � � � � 3JLG � 3 - �� / lwA�� .._._ _ ' __ � .0 � � g: , � � � � � !! � �PIPES � . .✓^.., � f 40 ' � € � �� ` ��V:� �wfi � � a-.. ,� 17DEC07 ' �' ' � � � 2 i � '� � � `` � .,,� ,,� � E (� 1 � 1 Q A TOV RESPONSE CEF _- �„ ""'�.�.."" _ _ r:.. , . 3O I � � � � I I � � ' ' � HW STACI�FD i= � ,. �..:.. 9-- _ , � � , ; 6 � �, E �4� � �� , =�-_ �3 � � � '�� ' � � "�/_ _ _ _ _ _ ON WAL�;� � I � I � 6� _ — ---- �� ` ��C��d'_ � TOV RESPONSE 11FE608 F A �� W _ � _ _ � .� _ _ � .... � _. W _... ._ � ...... .� �/'� .�'� � �, "+�. w.. ....�„ �' 1 0 -aawawaae:n �� 'i � o . . .....�..�:-..�"� f i j fs.`i ;s �� ' ` / a � " � , �. . � ,� � .� �i��m .., �,��- '�� d� I 7� � ' ' � OWNERREVIEW � �- ._ � � � \ \ � � � 1f � I �x�`t�i��a� � _.�' �� 3 � °,�4c.� £� 'T�� :�::.. _��.,',..��,L 3�,.�.__.,, - � 16APR08 . �� .,.. . , . _ _ � � O TIE TO KITCHEN HOOD . - - � , , � - -�- �3` L3,„V - y � � , 6 CHW/R , � O � E�� c � 2 : _ 3 CONSTRUCTION DOCUMENTS 08AUG08 � CHW �rc��,� ' � ` � ;; � 7 x1 , 3 ,a �: � _ O5 ISOLATED RETURN AIR PLENUM IN CEILING. SEE DRAWING A. 13 . 01 FOR PLENUM � � � ` � � , TO ABOVE � , P 1� � ` �t ,a � � CONSTRUCTION DETAILS. � -� �� ` ' A (CONDOS) �� „�� — � � � FD FD � � � �� ' � � �� - � � rov uPOATE osNOVOS � � ,/ � � � �� TOV UPDATE 19DEC08 2 �� ` r'' � f � 4 �, �� 6� — — �r: �. � � . :� _ . , � �� . � ._.� � ��.. � �� p �f " f � � 0 � X � �: � � k � _ _ ��s— -' - a _ - O6 INTERLOCK CONTROL DAMPER WITH KITCHEN EXHAUST HOOD AND FAN COIL UNIT. EXHAUST LOUV� [8' - 10"W � ' � � , � / , O�l LEVEL � mm� � "� � " X 1 ' - 1 O" H ] ,,�AD � > , X` � l, `� � �3HR � t � ��; � � TOV PERMIT SET 05MAR09 3 7O TIE HW/R TO RADIANT MANIFOLD . SEE RADIANT ZONING PLANS. f � � E } � 20x10 TOVUPDATE 06MAR09 4 � : 4 K, .� � . : � T .. C0 . ��8�� _ ___�__ �eo 8O RETURN LINEAR SLOT (TYP.) � � �' l � � � � ��A v � £ - _ ,.... ._ � f 3 i D .�•. . _"'� i i�� I -t -3.� � CLOSC7 CLCz�7 � �� ' � � G— 1 1 OX1 O � �-� ��( � � � ,� ISSUE FOR PERMIT 06APR09 5 9 1 HW/R SNOWMELT PIPING TO ROOF. f � � y X � ` � � � �� [HIGH LEVEL] AC � ��i �$ » ( � "�•+ I �' anrN � rt.P ��J C 5 � , . X � „ � „ � 745 ,� - 1 �1 . [LOW LEVEL� � AC 5 3 � ��;� 1 � � � 1 CH : E R u �� au�� 10 PROVIDE FIRE DAMPER AT 3HR RATED CEILING PARTITION . �,/� � Y V � , " � � r � � „ / � 3 6 � --- 6� �pRK . B� � ._. � ,�� ,�� _.._ �.� E __._ ,___m� � Na��w,r � . , , _ _ — --�----� — � ��sr� s�< f .•e•�� _ � �s — .-.. 3E6RDOM3 x. : ' ,�� ' " � / � �� o. � � � i ' i U f t� :_.�.. 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" � � n; � R � LS-C � I � 1 H ; I , � � � � S I (200) � x � �h�� _ ��u�� I �350) i �, -� � I -ti-� "�� 1 I � �..��.� � � ��i�. � GL. � T � E a...>.:fi � �� E 8� �is% ��,+Yrs�^ � PLO ED LS -A � „ CHW/R e �� 6� ,�� ,�� I � ; � r °�.....,,. �a � ` ' LS-A ~��°,��"`�.�..�;�.�� . N �� ?f2 1 n r`�° a HW R � ,k a�a�r �::� N ( � oo) ff � I _ S� '��c*r°P'�a`��>��.�,,,�*r:s��;?� � � 1 �0� ��°;�,.:.;>�;;�..�,��.,,; . Z c�i CHK'D BY � �_ _� `"<+St �� sA 'Sn°1,'yanN � Q � �.... �� <3�G.._....f � � � � ..�. � ....... 3 ; , ��¢�:�'�„ > �— � COPYRIGHT � 2006 BY DAVIS PARTNERSHIP P C . ARCHITECTS a -.....��. �:� . ,f "�*'�'t$��t^�,«�. '�c'"<` � � � � 1. ,�,� »-z,.._�" as � � , ( I � � .ra�i&y,`-�°` x (� MATCHLINE E � � ` 6� `��: � ��,. � � ��° a W SHEET NUMBER � � � � � � � � �i. � � � � - - -- a,, ,� � � � � �� 6 � ) � � � RE: 1 /D2.20 - LOBBY & CONDO LEVEL 3 127 ' -0 " - 2 _ � 1l8" = 1 '-0" ■ D.P.A. PROJECT # 06232 . 00 SHEET NOTES � � � � � � � � � � � � 1 . ALL MECHANICAL EQUIPMENT AND SHUT- OFF VALVES SHALL BE WITHIN REMOVABLE � ( � � ! � � J1 �� CEILING BY ARCHITECT, SAD. 6 " CHW/R & 4" HW/R 1 " C W/ & �" H /R 1 �" C W/ & 14" HW/R 6 " C / & " H /R I � \ ( � FROM BELOW, CHW HW CHW HW �OM BELOW, TO LOBBY � FROM BELOW, TO LOBBY CHW HW ! CHW HW FROM ( BELOW, ( � 2. PROVIDE YOUNG REGULATORS TO ALL VOLUME DAMPERS WITHIN INACCESSIBLE CEILINGS . � � — � --�--- 2- � -�-_-� �: � ; : ° - - ,- - - -1- �0� — — — — � � �"" (CONDOS�IVEST) —' — _��T - - --� - � -- - -�---W - � 'FA1L �E�) �" � (£0 � @�--EA�T}-- CONC ETE PAD � � . � — � — r — — — — — — — � � — — — — -r — — — — -r � , /'1 �� 3 . ALL DUCTWORK PENETRATIONS AT EXTERIOR WALLS SHALL CONNECT TO ARCHITECTURAL 4y ",,� Ax�4ry,.� �.� .z ,., L � �� ., OF � ONCR E , LOUVER. REFER TO DETAILS AND SAD. - �' =��Y � " w��`µ��"'��-� � ! � ` � _ _ _ _ _ E - -, � - -- y � , , 3 �� ; � . U _ _ _ , _ . . ..__ '_ _ ' _ — '_' _ � _ " ' " _"I' ' ' ' ' � � ' a ,.�> '�`�i�„."�"�� ' '• " " " ` "— _ `_ _ _ ' ' " " ' ' "' _' _ _ '_" _' ' _ " " " __ _ _' ' " _ ' __ __' " "' _ __ _...... _ _ " ' _ ' '_ ' '_ _' _ """ _' _" " ' " " " ' % / ': he» "'r ..w'C"Yi'°K'c�.ui�b�..A°"�?:a.ti� 4. PROVIDE BLANK-OFF SECTIONS BETWEEN LINEAR DIFFUSERS FOR CONTINUOUS � � , � , , � - - �t APPEARANCE . � , ; , � � �� . N �,. , , � , < 5 . ALL BATHROOM EXHAUST LINEAR SLOTS SHALL BE LR-A WITH NO INTERNAL LINING. 2 ,5 S� F LOU ER � � � � � f y � 2301 BLAKEST , sTE #100 � � � = DENVER, COLORADO 80205 ~ � r � L 303 8618555 F 303 8613027 . r eK e ; .,�'�,�> IY ; . [,,, f 4 � 6 . SED FOR LOCATIONS OF TEMPERATURE SENSORS, SLAB SENSORS, AND CENTRAL 42X1S �S D ' - � 6 • { . THERMOSTATIC CONTROLLERS. � 'w - j " � � ' �" "�`" =� _;�" - � `� 0225 MAIN STREET UNIT C101 ..<f,��. � _ ,�,<.� . 2 . 5 SF NF LOUVER � �" � � - - - - � � - - LOC E PIPING AND DU TW EDWARDS, CO�oREwo81632 7 . ALL RETURN AIR DUCTS SHALL BE 12x6 . 42X18 SAD i i �' IN R TED ARCHITECTURA� i _ — _ 9709268960F9709268961 r � � � � � � � ENCL�O UR S, SAD I � 8� � � � 8 . RETURN LINEAR SLOTS SHALL BE LR -A, LR - B , OR LR - C AS SHOWN ON PLAN . - � � - - � �� x8 S � �" � - � - � �� W -� �" � - - - - - �0. 2- S ��'��M - � - � - - �- - - - � � D-A 8 ,� �, I T �. 9 . RETURN AIR PLENUMS SHALL HAVE MAXIMUM BEAM PENETRATIONS WITHIN PLENUM . � r � OCATE IPING OVER �' NFA � 20 TYP - 2 "�" '�?�"-, � H V LS - C FCU CD -A, 6� CD - 6� EXHAUST � � I CEILING SPACE SHALL BE CLEAR OF OBSTRUCTIONS FOR RETURN AIR TO TRAVEL BACK � 300 , TYP - 3 � PASSAGEWAY, SAD � 80 ( � � LOUVER f ( � 8x6 �, TO FAN COIL. � . • � . , , L-3 EUH � � � � 25'� 3 EG-A 10 . ALL EXHAUST OPENINGS SHALL BE MINIMUM 10 ' - 0 " FR01� AIR INTAKE AND MINIMUM \ . F 3HR] � 14 8 w '"�y°�"� �Y '�" �� `' �� - j A 0 6 EF , :��,x�;. F _ 3t l Ox6 (240) � FCU I 8x6 3' -0" FROM OPERABLE WINDOWS. � a � �� , � 3 -. � 1 CHW R � 2 ) �� j �, , - 8x6 �--- � � � Flack + Kurtz Inc. � � 14x8 E > � � � � a „ I i � L-9 I , 1 - � � ��",� � �, � � (� s � ��/R - -- 4� ; i � < _ � � /�� , �,� , � 3 � l� , , � . ;� FC � � � # � _ �° 6f� � � �- 405 Howard St.,Suite 500 '� / � HW� FD � � EG-A,, 6f� � �� San Francisco, CA 94105 11 . SSD FOR BEAM PENETRATION REQUIREMENTS . COORDINATE WITH OTHER TRADES FOR � �� i�� ,� ��E � �!„� � r� A�� ; Tel 415 398-3833 PENETRATION LOCATIONS . 8x A , , _ - 32, ( 125 � 12x6 = 2 gX ,3z � Fax �415� 433-5311 ` � _ _ _ __ - ____ � � � � � f �F��c� -- ---- � -- , _.. ._ __ � - LR -A --,��5 �� R-C TYP- 3� - - � - ! - _ � � - - - „ - , - ---- -- - 6� � - - - — ° - - � 12 . ALL INLINE EXHAUST FANS ABOVE CEILING SHALL HAVE ACCESS PANELS . SEE �. � H� �� _ �� ' � � � �� , 1 _ _ _ _ _ S - E F �� '� -� 6� � � 8 � � ARCHITECTURAL DRAWINGS FOR DETAILS. � � �, � " � � � � v $� � 190� � �� ; { WMS 8x6 ,�= b,i WSP � wsP o-aw �vmr � S A �'� SIDEWALL MOUNTED, FD g� $ j ��a HW (460 � NUMBERED NOTES � 4o; �1�R °- FCU� -3 , 2Xs s�o �� ' � 6x � � � �� , � � TYP IN LOBBY , � �< 4 � �£� i � �3� HyV` -- � 1 x6 g A � � ER- B 42x6 FCU (60) � � F 10� $ � I I � 2f� — - � 14e� ��,� u � � _ � � ; J � � ,��«,. �� (� Ol a � j � ' i CEF `= FSD � 0 � FS � 3 ,, � z , ° � �� ^� � � - �- � E ..w n�a.a..w�. 1 �CRJy�N I � �F.. saUi,z� ��SL��.f � W �� _ x � p �� xY €.<_� T 14X10 �� p�� aaa a �.uivr�`°ieie O L5 ` - a�. . . T.� �� ,.,..... 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SEE DRAWING A. 13 . 01 FOR PLENUM °� � ° � � -� _ � _ SD II � �° �' LS- B ---- � :� ,�: �. .- . . �z � - �� ` �� TOV UPDATE O6MAR09 6 - ,. , ,. . � : , �, _ . � oa . �� ..�y; r, ��a CONSTRUCTION DETAILS. "" '�" �� 2 ISSUE FOR PERMIT 06APR09 7 7i FSD I � I co��a 10x ��.�. � II � ° � . O6 INTERLOCK CONTROL DAMPER WITH KITCHEN EXHAUST HOOD AND FAN COIL UNIT. { �=-a3 , , f _ FCU LS -A � ( 100) � � F � p 0 �' � 20X 1 S �,�� , ` �-7 L 8 � `� � t�risua.� 2� 1 Z 18X 12 � � � _ � $ ISSUE FOR PERMIT 06APR09 8 �7 TIE HW�R TO RADIANT MANIFOLD. SEE RADIANT ZONING PLANS . � � � - _ -- � - LS-A _._. � �� - F�ll=.L- 1 � ._._ _ - _ x6 E �= ` i _ ' t �� E� � �- � °�� - "�� _ ,� ER - B 30x � 550)TYP - 2 � �T � _ ._ ._ rov uPOATE 2z�ROs E� ei�C+ O8 RETURN LINEAR SLOT (TYP. ) � � �� 3 � -L ; � ` ; � (550)TYP - °� � � , � � �N�� , TOV UPDATE 05MAY09 g ` � �`� ��,` �3 � —�' � � � ; I— i�f � � � � N I I I I � I �� FCU � �.��I��,� x� � <� ,� �,6 �� , gw u� �� E ; ; � R R PLENUM � ~� #�� Og 1 � HW/R SNOWMELT PIPING TO ROOF. ' � � E ��r -� �`-� "CHW ' ' � ';' ��-� ' � � " CHW Re'�� '> � � '� 1 �� ,� = FCU G, 3 ( �� ' 6x28 x2 ..�. � � C 8 � � �4'-' _ ° �,� - FRAM- - - - - �� - B � � RK 10 1 " HW/R SNOWMELT PIPING TO ROOF. AY� � � � � _ G�� , ��Y -- G�p • 6�s, �� - - � L �,� , , BELO � I _ _ � :� �, �� :��- _ � - �«� �' 3 � � ,� ►_. 1V j�OFf X � � } � � � �G1 TE/�� E`� - , ; €�� •.«- ' 6� � 5 � � I -- - - �° E 5x12 12x10 N } 5 �j �r 6� � 8x6 6� � A�. , r , ' l.� � �- 4 ° 0 „ - i;� � . N- { � ^ .� - -� � g� 8x6 � �k No. 22114 �k . 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O.Y � • � AxitlT"i � � W � , v'.�e^.��.,.,�., _ . �� - � w � ��rxv..�� _ ��.'�:�,'�........M.�...��.��.�. � � �� ...... ' �»»> �uv�r �-.C..T` .�T.'..C'"° ^�.:,.... �Y. �\ +�cF3`.e 3"�.`^.�' "s'«:iCR., . I 'S' i 1""'T � � � �� 1 � ( � � � ENLARGED PLAN NUMBERED NOTES SHEET NOTES 1 /4 = 1 '-0" • ZONE: a , CIRCUIT: 1 600W OF INCANDESCENT ( F28) O1 REFER TO ARCHITECTURAL ELEVATIONS FOR FIXTURE TYPE A. LUTRON GP DIMMING PANEL DC- 1 HOUSES DIMMING MODULES • ZONE : a , CIRCUIT: 2 F29 MOUNTING INFORMATION FOR GRAFFIK EYE 4000 SYSTEMS IN THE POOL AREA. 600W OF INCANDESCENT ( F28) B. U11 4000 SERIES GRAFFIK EYE INTERFACE TO CONTROL U O2 FOUR SCENE GRAFFIK EYE SWITCH TO HAVE LOCKABLE, FIXTURES IN MAIN LOBBY. J • ZONE : b , CIRCUIT: 3 TAMPER PROOF FACEPLATE. 250W OF INCANDESCENT ( F46� C. U12 4000 SERIES GRAFFIK EYE INTERFACE TO CONTROL _J FIXTURES IN POOL AREA. w ., • ZONE : c , CIRCUIT: 4 O3 POOL CONSULTANT TO VERIFY FINAL SUBMERGED FIXTURE � �y LAYOUT AND PROVIDE SPECIFICATION . FIXTURES ARE SHOWN �• CONNECT ALL NORMAL 120/208V LIGHTING CIRCUITS TO � �"L 1092W OF FLOURESCENT ( F45) FOR INTENT AND PRICING ONLY. — � W PANEL LP-3WB , U .O. N . �y � • ZONE : c , CIRCUIT: 5 E• CONNECT ALL NORMAL 277/480V LIGHTING CIRCUITS TO �Q r z _ 840W OF FLUORESCENT ( F45) O UL 920 TRANSFER RELAY. SEE WIRING DETAIL B ON THIS PAGE . PANEL LPH -3WA, U .O. N . p� . . � /'� � ' • ZONE . d , CIRCUIT. 6 O JUNCTION BOX FOR UNDERWATER LIGHTING ( F28 AND F28A) F• CONNECT ALL EMERGENCY 120/208V LIGHTING CIRCUITS TO �+ / � O O 28W OF FLUORESCENT ( F128) INSTALLED IN ACCORDANCE WITH NEC 680 . 24. MOUNT BOX PANEL ELP-4WA, U .O . N . � O Q ' • ZONE: e , CIRCUIT: 7 AT + 12 " AFF AND COORDINATE BOX FINISH WITH � Q � 912W OF LED ( F44) ARCHITECT. CONNECT ALL UNDERWATER LIGHT FIXTURES AT �. CONNECT ALL EMERGENCY 277/480V LIGHTING CIRCUITS TO � �'—' • ZONE • • THIS LOCATION . DAISY– CHAINING OF UNDERWATER LIGHT PANEL ELPH -4WA, U .O . N . Q � . e , CIRCUIT. 8 FIXTURES IS NOT ALLOWED . w 1104W OF LED ( F44) � w � ELP-4EA/20 � LOCATION OF DIMMING PANELS. SEE SHEET E4. 08P FOR � J � • � ZONE: f , CIRCUIT: 9 Q O O 338W OF FLUORESCENT ( F27) PANEL LAYOUT. �. 4 ELP-4EA/20 � (n � � • zor, E : 9 , CIRCUIT: � o PRESET DIMMING CONTROLLER SCHEDULE : U12 Q � � 4 490W OF INCANDESCENT ( F47) W —I � — • ZONE : h , CIRCUIT: 11 MODEL/MANUF: LUTRON GRX -4516 –A –WH �u �2 REMARKS : REFERENCE DETAIL A FOR WIRING SCHEMATIC � � Qj 70W OF FLUORESCENT ( F29 ) � � � • ZONE : i , CIRCUIT: 12 LOCATION : POOL r' Q J 125W OF LED ( F43) INTERFACES : ( 1 ) GRX – RS232 AV INTERFACE O • ZONE : j , CIRCUIT: 13 ( 1 ) GRX – PRG TIMECLOCK � 140W OF INCANDESCENT ( F48) CONTROLLERS : N/A DOUBLE POLE/DOUBLE THROW • ZONE : k , CIRCUIT: 14 - SCHEDULES : ��I �� TRANSFER RELAY WITH 120V, 200W OF INCANDESCENT ( F28) 60HZ COIL, 20A/ 120V CONTACT � � � o � �� RATINGS IN NEMA 1 ENCLOSURE CONTROL CIRCUIT FIXTURE FIXTURE MAX ZONE DESCRIPTION LOAD REMARKS UL 920 COMPLIANCE ZONE TYPE(S) QUANTITY WATTAGE H � � o �� ,��'� EMERGENCY TYPE W VOLTAGE CIRCUIT N � N ' �' � � � a C1 F28 6 100 POOL LIGHTS INCANDESCENT 600 120 N . C . I • :- � � a C2 F28 2 300 POOL LIGHTS INCANDESCENT 600 120 I I H TO EMERGENCY 2 b C3 F46 5 50 SOUTH WALKWAY INCANDESCENT 250 120 ro nu I I ¢awrwENt N LIGHT FIXTURE GRX- 4516 –A–WH GRX – CI – RS232 c C4 F45 39 ' 28 COVE LIGHTS FLUORESCENT 1092 120 LIGHTING N . O . � 16 Zone Control Unit RS232 Interface c C5 F45 30 ' 28 COVE LIGHTS DIMMABLE FLUORESCENT 840 120 LOBBY & CONDO I 4 Gang US Deep ackbox Surface Mount NORMAL H \ I N . C . I U12 Scenes 1 — 4, R�L, And OFF Interface to other systems d C6 F12B 4 ' 28 SHOWER FLUORESCENT 28 120 CIRCUIT N I I GP24- 1204M50 - 20 GRX Address : A1 TB193 , T6205 e C7 F44 76 ' 12 OVERHEAD POOL LIGHTS 0 - 10V DIMMING LED 912 12p LEVEL 3 FROM GP � � GP DIMMING PANEL ENLARGED PLAN DIMMING � ALL BREAKERS ARE GFCI e C8 F44 92 ' 12 OVERHEAD POOL LIGHTS LED 1104 120 CABINET L — _ _ J f C9 F27 13 26 EAST WALKWAY FLUORESCENT 338 120 PROVIDE EMER . UL920 TRANSFER RELAY 9 C10 F47 14 35 PASSAGEWAY INCANDESCENT 490 120 PROVIDE EMER . UL920 TRANSFER RELAY PLOTfED SWITCH LOCATED IN DIMMING CABINET • 2# 12 AWG (2 . 5mm2) O 3 # 12 AWG (2. 5mm2) ❑ Input Power. Use 2 # 12 AWG (2. 5mm2) . h C11 F29 5 14 EAST WALL ACCENT FLUORESCENT 70 120 i C12 F43 5 25 NORTH &SOUTH WALL ACCENT 0 - 10V DfMMING LED 125 120 CHK'DBY � 1Lutron cable GRX – CBL- 346S ( Non – Plenum ) or GRX – PCBL- 346S ( Plenum rated ) . ' C13 F48 4 35 WEST WALL ACCENT INCANDESCENT 140 120 COPYRIGHT OO 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS Otherwise use 2 # 18 AWG ( 1 . Omm2) and 1 Belden #9461 (or equivalent) . � k C14 F28 2 100 HOT TUB LIGHTS INCANDESCENT 200 120 SHEEfNUMBER _ RMAL/ EMERGENCY LIGHTING CONTROL SCHEMATIC GRAFIK EYE WIRING SCHEMATIC c � s SPARE _ O L NO SCALE � NO SCALE C 16 SPARE � P 0 0 L TOTAL 6789W 8486VA ' D P.A. PROJECT # 06232 . 00 l - � � � � � � � � � � [ � � ;� 1 � � � ' . " • Archit ts � � ${� `�. S 1 > t `d ♦ yv .. l ,. c J � vi - . ` � � Iz=x -- �—•--= - � � � ! f .� �� as � �� _ � � _ i ; x � .. 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CONNECT � I' � UTS- POOL ' � � � � � � O2 PROVIDE FIRE ALARM SPEAKERS AND FIREMAN 'S PHONE SETS TO ELEVATOR � � LP- P00 � 8, 10 SCS T I � ' � � � � � ALL 120V NORMAL POWER CIRCUITS TO PANEL LP- 3WA, UON . � � � 4 � � � � � � ! � PANEL• LP-POOL 12o/208V, 3 PHASE-4 WIRE SURFACE MOUNTED MANUFACTURER FOR INSTALLATION IN ELEVATOR CAB. SEE F.A. Q ELP- LD AC- 6 C• SEE TELECOM DRAWINGS FOR TELECOMMUNICATIONS RACEWAYS DRAWINGS. w W I UTS- OOL SCS �� T I AC-3 ELP- LD AIN: 225A MCB BUS AMPACITY: 225A 10,000 AIC SYI�METRICA � O � LP- POOL 12 , 14 � g , � T C C r AND BACK BOXES . O3 PROVIDE 120V, 1 PH EMERGENCY POWER TO ELEVATOR GROUP CONTROLLER. PROVIDE � —I � IELP- L Y DESCRIPTION DEVICE K LOAD/PHASE (VA) K DEVICE DESCRIPTION Y LOCKABLE DISCONNECT SWITCH _ � O O ' LP-POOL e � 6 I LP- LD/41 P 6 � ' E T A B C A B c T E �• ELECTRICAL CONTRACTOR TO REFER TO THE POOL SERIES � _ _ 2 M PP1 15 3 1 900 �y` � � �� a� F '� 2 20/1 RESTROOMS R DRAW NGS ("SP-#• ##") FOR CONTROL WIRING REQUIREMENTS . � (f� U � � � ,_ �; �� 360 a� � I �� ° � � 4 � � � � �� 4� PROVIDE 1 "C WITH PULLWIRE TO NEAREST TELEPHONE ROOM FOR TELEPHONE IN �� _ _ _ _ � _ _ _ _ _ _ _ . M 3 � 900 �,3. � � - t ,5oo , . � �: 4 20/1 POOL SALINE SYSTEM (SCS) E FIELD COORDINATE WITH POOL CONTRACTOR FOR FINAL FEILD ., � � i M " " 5 `�� ° 9 0 0 7 2 0 6 2 0/1 P O O L E Q U I P M E N T R O O M C O N V R C O N N E C T I O N S A N D C O N D U I T R E Q U I R E M E N T S D O W N S T R E A M O F ELEVATOR CABS . SEE TELECOM DRAWINGS. � � � r � Q�„� :� , � -�.. �c� ;:.� � � rn I �� I M PP2 15�3 7 900 �� '.��' 4, 160 = '.��° � r , , ; , , � 8 80�2 POOL UV TREATMENT (UTS) M THE 120 OR 208V POWER CONNECTION . �� „ � <: �� M 9 � �;�, 900 �� ; . �� 4, 160 ° � to M �5 PROVIDE CONNECTIONS FROM F.A. CABINET TO ELEVATOR CONTROLLER FOR ELEVATOR r �/ M " " t 1 -. �� 900 � : o _ . � �� ; 4, 1 so t2 80/2 SPA UV TR�TMENT (uTS) M RECALL, FIREMAN 'S PHONE JACK , AND F.A. SPEAKER. SEE F.A. DRAWINGS. '� � POOL EQUIPMENT ABBREVIATIONS M PP3 , s/3 , 3 soo �� ___ _� � � �� a, , so ��,.r � , a ° ° M M " " 15 :�� 900 , � � �� R�„ � _ _ 1 ,500 ��o � _: 16 20�1 SPA SALINE SYSTEM (SCS) E � � � � -�� a ��. � � J M 17 �,-�� _ 900 ��„ , �� t8 20/1 SPARE � INSTALL HEAT DETECTORS WITHIN TWO (2) FEET OF EACH SPRINKLER HEAD. TAG DESCRIPTION REMARKS Q M PP4 15/3 19 900 ,� y2;�� 1 ,440 ��, 2o t5/1 wCS-POO� E ACTIVATION OF HEAT DETECTOR IN ELEVATOR SHAFT OR CORRESPONDING ELEVATOR WLC WATER LEVEL CONTROLLER COORDINATE MOUNTING HEIGHT WITH POOL CONSULTANT M ° " 21 ��;� �_�~ 900 „ ��„�;;�� ,� �� 1 ,440 ��`, �,� ,_ 22 15/1 wCS-SPA E MACHINE ROOM SHALL SHUNT TRIP CIRCUIT BREAKERS IN DISTRIBUTION BOARD � M ° " 23 _ �� F� 900 �� . ..:: � ; _ � 3,000 24 30/1 VACUUM CLEANER �I SERVING THIS ROOM . COORDINATE ACTUAL QUANTITY WITH FIRE PROTECTION SHOP UTS ULTRAVIOLET TREATMENT SYSTEM COORDINATE MOUNTING HEIGHT WITH POOL CONSULTANT M PP5 15/3 25 900 _ �_ , �� ,� , ::�� 540 ' . R�� ,,� a°� 26 20/1 POOI. CoNVENIENCE R DRAWINGS. SEE F.A. DRAWINGS. SCS SALINE CHLORINATION SYSTEMS COORDINATE MOUNTING HEIGHT WITH POOL CONSULTANT � � � ,�,�� ° � � �° � � ` ,'�'� ' M 27 � . �� 900 �� ,. , 180 ; '; _ ;; 28 20�1 SPA REQUIRED R � M " " 29 � � ; 900 ��, �� :, �� 1 ,920 30 2o/t HAND DRYER (HD) H 7 PROVIDE 3 PHASE MAIN LINE COPPER POWER FEEDER TO DISCONNECT SWITCH FOR -� WCS WATER CHEMISTRY SYSTEM COORDINATE MOUNTING HEIGHT WITH POOL CONSULTANT M PP6 15/3 31 792 ' 1so :; �� ' � � O ��.�� ''�y�' ; ,,, , 32 20/ 1 WATER LEVEL CONT. (w�C) E EACH ELEVATOR. CONNECT TO SHUNT TRIP BREAKERS IN EMERGENCY DISTRIBUTION HD HAND DRYER COORDINATE MOUNTING HEIGHT WITH ARCHITECT M " " 33 � �, �; ��F;� 792 �� Y;,� � , � t ,92o �� ,; 34 20/1 HAND DRYER (HD) H PANEL. VERIFY FUSE AND WIRE SIZE WITH ELEVATOR CONTRACTOR PRIOR TO �f U� O � �� s n t `� � � �� 36 20/1 SPARE M 35 �� < > 792 �� ROUGH - IN . SPARE 20�1 37 �:��,� �' o -�� :`� 38 20�1 SPARE � . �. � ��R.,�n ��.ar, O PROVIDE 120V, 1 PH CONNECTION TO SECURITY SYSTEM AND/OR FOR INTERCOM / `" �" ' J '�C ��'�"'�' � �� .�.. � .� � �, �. � ' � � � . SPARE 20�1 39 �, � �. ��.�u�� 40 20�1 SPARE SPARE 20/ 1 41 ,� �� ;� �a�; - � �� 42 2o/t SPARE FOR CONTROL. REFER TO SECURITY SYSTEM DRAWINGS. SUBTOTAL (VA) 5,292 5,292 5,292 10,840 10,700 9,800 SUBTOTAL (VA) PUMP CONNECTION SCHEDULE TOTAL ALL PHASES (VA) PHASE A PHASE B PHASE C TOTAL ALL PHASES (AMPS) O9 PROVIDE BONDING AND GROUNDING TO COMPLY WITH N . E.C. 680.26. 47,216 16, 132 15,992 15,092 131 ELECTRICAL ID DESCRIPTION VOLTAGE PHASE HP BRANCH CIRCUIT WIRING CONNECTION TYPE NOTES 10 LOCATE GFCI RECEPTACLE 9 FT. FROM INSIDE WALL OF SPA FOR COMPLIANCE WITH LOBBY & CONDO � LOAD SUMMARY BY TYPE CONNECTED LOAD DEMAND FACTOR NEC LOAD CONNECTED LOAD SUMMARY N . E.C . 680.43. PPt SWIMMING POOL RECIRCULATION 208 3 2 1 /2»C-3� 12, # 12G M A �j - EQUIPMENT s,oso vA 1 .0o s,oso vA 47,2ts vA „ LEVEL 3 PP2 HOT TUB RECIRCULATION 208 3 2 1 /2 C-3# 12, # 12G M A H = ELECTRIC HEAT 3,840 vA 1 .00 3,840 vA 131 AMPS 11 PROVIDE TWO (2) 1 EMPTY CONDUITS TO POOL EQUIPMENT ROOM . POOL PP3 HOT TUB HYDROTHERAPY 208 3 2 1 /2"C-3# 12, # 12G M B, C, D = KITCHEN EQUIPMENT oVA t .00 oVA CONTRACTOR TO PROVIDE CONTROL WIRING, DIVISION 16 TO PROVIDE THE FOLLOWING : ENLARGED PLAN = LIGHTING 0 VA 1 .25 0 VA PP4 HOT TUB HYDROTHERAPY 208 3 2 1 /2"C-3# 12, � 12G M B, C, D = MOTOR 23,o36vA 1 .00 23,o36vA TIMER SWITCHES - LINCOLN COMERCIAL POOL EQUIPMENT ITEM #33-341 , OR = LARGEST MOTOR 12,480 vA 1 .25 15,600 vA NEC LOAD SUMMARY AIR BUTTON SWITCH W/ TIMER BY LEN GORDEN , OR PP5 HOT TUB HYDROTHERAPY 208 3 2 1 /2"C-3# 12, # 12G M B, C, D R = RECEPTACLE 1 ,800 vA NEC DEMAND 1 ,80o VA 50,336 VA EQUAL PLOTTED PP6 SWIMMING POOL WATERWALL 208 3 1 .5 1 /2"C-3� 12, � 12G M - 140 AMPS PUSHBUTTON - AS INDICATED IN SPECIFICATION SECTION 16140 CHK'D BY � A REMOTE START AND STOP B 15 �IINUTE TIMER ALL BREAKERS IN THIS PANEL ARE TO BE GFCI, uoN. COPYRIGHT OO 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS 12 CONNECT TO BUILDING AUTOMATION SYSTEM C EMERGENCY STOP D INTERLOCK WITH RECIRCULATION PUMP SHEETNUMBER 13 PROVIDE HUBBELL TWIST PLUG , NEMA L9 - 30R 14 ALL EQUIPMENT AND WIRING DEVICES IN THIS ROOM TO BE WATERPROOF, AND - ENCLOSURES TO BE NEMA 3R, UON . ' " D. P.A. 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i i ; � 2 „ �i i ; i i ; `� 2 r i 2 „ 2 „ i i „ i -1 i i � -� i r - 1 - - - - - - - - - - - - » I � KS - 1 � I � ,� � � „ � � � I 2 � � � I „ 2 I I �� 1 � I � I j _ j I �� 2 � I �� 2 i I �� I TOV RESPONSE 17DEC07 L-2 I 2 � i „ � � 2 �� L- 3 � „ I � 3 i i 2 i I WB - 1 � I 2 �' � 3 i i L- 1 L 1 � 3 i � 3 i � 3 � „ „ i i � � � „ � i � _ L- 2 i » � 2 3 2 I I I » ��p » I � � „ � I � 1 � I c� 2 TOV RESPONSE 11FEB08 � � � I � „ I � 2 � � gT_ 3 2 � � � 2 I � � � � � � W C -3 � � � S H - 2 _ _ W C -3 �� 3 � � S H - 2 i� � � I W C - 4 � � I I I � SH - 1 � � WC- 3 � � � BT- 1 OWNER REVIEW 16APR08 — I— _ _ _ — _ = I — _ _ � — � � � ��_ — — — - _ J___._1�� _ � _ _ _ l� _ 1 I �� _._.. .. _ . � CONDO LEVEL 6 ' � — �— � � — � � — �- — — — � _ _____� L=� � _t- — „ _ T �—J T = — � _ _ _ _ __ - _ _--- _�_ _ 1 61 ' - 6 �� CONSTRUCTION DOCUMENTS 08AUG08 .-. �� o �� I I 3 » � �N » I � o i � 516 . 15 � I I 516 . 16 ' � 4 (7 FU ) � » � 4 (5 FU ) j � � � � � 3 � co „ � �� I I I � � TOV UPDATE SET � 2 �2 FU � � � � I �� I � 2 �2 FU � � I I I 10SEP08 3 � - - - - - - - - � - - - - - - - - - - - - - - - � „ � -� -� � - - - - - - - - - - - � � I " � � � � 4'� (9 FU) I �� i 2 �2 FU � r " ' 4 (5 FU ) r J �- - - - -� - - � �� r � �� —I �� TOV UPDATE 19DEC08 8 � 2 � � „ � I � 3 (2 FU ) � � 2 � � � � I � 4 ( 19 FU ) � � 2 (2 FU ) � � 4 (4 FU ) 3 (4 FU) 11 ' - 6 „ ( I ( � � 2 r I I � I� � I r � 2 �� 2 �� 2 �� ( � I � I TOV PERMIT SET 05MAR09 4"VTR 2 j � � � �� -�—��P � i � j KS- 1 j � i I i � I � i I j " � � 3 �� q�` 2 „ j 2 " � I � � „ 2 ' � I WB - 1 I � » -�} � � I � I I I „ 2�� I 2 �� I ISSUE FOR PERMIT 06APR09 i L- 1 L- 1 � 2 d�` 2 �- 2 �� j j � �-3 �� j �� 2 „ � I 2 � ~ L- 2 I „ j � 2 " � � j � � I � I �, � � 3 „ � „ � 2 i I i 2 i � 2 i i i 2„ �, BT- 3 2 � i I i i i I i � i � 2 � i L — WC-3 � �_ _ _ _ � SH -2 - - WC- 3 � j - - j � SH - 2 i — � � WC - 4 _ � j — I j � j SH - 1 � i WC - 3 � i j BT- 1 CONDO LEVEL 5 e „ , „ pRK C . i �� i � �� i i I i � � _ _ _ - - � i = �_ _ $ — _ _ _ _ = 150 - 0 �'� �IST �sF � � � o � � I I Q�y �Fp < � ^ 4"( 12 FU ) i „ ^ 4"( 10 FU) I i � 2�� ^ j i ,� i � 417 . 16 i i i 417. 17 � � d. � 2 (4 FU ) � a I � � -- � -1 I � 2„ 4 FU � J � - � - - - - - - - - - - - ' r - - - - - - - - i r - - - - - - - - i i 4„ � 11 FU) I � � � „ r- - - - - - - - - - - 4„ � 1 �0 FU ) � ) � J r- - - - -� - - r- � i * -o No 2114 � �k I � I 2 (4 FU ) I � I I „ „ I „ „ � j � 2 " i � - - - - - - - - - - - - � ��.... 2 „ r � � 1 � 3 „ �4 FU ) I i � 2 �� r � �3 2 » �p „ � „ � 4 (21 FU ) i 2 (4 FU ) i 4 (8 FU) i 3 ( 6 FU ) / . �' i i „ � � i 2 �r' i „ � �3 � i i KS - 1 � 2 �i 2 �i i „ � i TF j L-2 � � �' 2 � » I WB - 1 � 2 � � 2 11 - 6 I 2 � 1 �� I „ � 2 I » � � » � 2 I , „ OF i i �- 3 i 2 � L- 2 � i i � L- 1 � L- 1 � i I � � „ � „ � � „ „ � „ j Z i � 2 � � 2 � B T- 3 2 � I j i I `�` 2 , WC -3 � �� SH - 2 _ WC�3 � ��SH -2 — ��___�,.,_..._L WC - 4 _ J_ __,��_..,,,,,,�.—_ � — _�--�- 2 „ _ _ _ - _�_ - I..�. � , „ j — - - - - - - - - - - � � SH - 1 � —yyC-31 � BT- 1 I — — — — — — — — — — CONDO 138EL 6 I 3 " 2 „( 6 FU ) 4" ( 12 FU ) � FOR CONTINUATION 4"( 17 FU ) 2" (6 FU ) 4" ( 15 FU) 4" ( 13 FU ) 3 " ( 6 FU ) 2 "( 6FU ) 4" ( 15 FU) 2��( 6 FU) 4" (23 FU ) 3 "(8 FU ) 4" (49 FU) i REFER TO P5 . 20, UNIT F, � 3 � BATH 416 .02 11 � _ 6 �� 2 " (5FU ) 4" (43FU) 4" (83FU ) i SAN � i SAN � i SAN I � U„ „ j — --- — — — - — - - 4 2_ _ .__ ____________._. _ 4" 138 FU��_ _ _ �� ____� CO N DO LEVE L 3 J _ _— — � 127 , _ � „ J- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - " - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -'� - - - - - - - - - - - - - - - - - - - - - -r - - - -1 6 "(232FU ) w - - T - � i r - - - ^ i � � � „ 4 j 3 i � - - - - i - ?� - - � HH FOR CONT REFER TO - - - - - SAN / ~ � � � � P5. 31 UNIT VA � � � � W i � i �� RETAIL �L � Z �' 4 � �.. _ ] 202 FOR CONT. REFER 4" 94 FU 13 ' - 0" � � „ L- - - - - - - � - - - - - - - - - - - - - - - -? - - - - - - - - - - - - - - - — � ) . � � � TO P5. 20 , UNIT F � � O � � CAPPED FOR � O '� FUTURE � O Q � � � � CONNECTION Q � I � Q � ~ � Q I..[� I � � 4" ( 10FU ) LEVEL 2 J w O W � � J � 3 » 3 » � � � � — — — — 114 , _ Q „ � 2 I �- r - T� ,- - - - - - - - - - - - - - - - - - - - - - r - - - - - ] , � � � ,� , � , � U � , , — - - - - - - — � � � � � � � ' ' � � - - - - - - - - - - - - - - - - - - - - - � - - - - - - � - - - - - - - - - - � -� - - - - - - - - - - - - - - - �-, � Q � � i j j j RETAIL j 3» RETAIL i FUTURE FOR �, � J � � I � � CAPPED FOR 102 L - - ] 103 � W 0 � � � � FUTURE � , „ � RFI- RC � N � I CONNECTION CAPPED F�dR j 14 - 0 � Q � � � I i i FOR CONT REFER TO CONN CTI � 4" HUB DRAIN / I FOR CONT REFER TO FOR CONT REFER TO � I � � bN � I � � � P5 .24 UNIT J � _J P5 . 24, UNIT J P5. 24, UNIT J � � � I j 3 " i I i I „ 4"(5FU ) 4" (5FU ) i O � 2 � LEVEL 1 � FOR CONT. 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WC - 4 SH - 2 _ i � I I _ _� WC - 3 � �--L__SH - 2 � L __ _ � � WC- 3 SH - 1 ._._. �_._ _ _ _ _ _� � WC - 3 _! _ � � � }_ �,.__�____�__, CONDO LEVEL 7 -t-� - - � - � '---t � - - � - - - - - 2 - -�i , _ _ _ _ _ _ _ = j � �- _ -t- - _ -�r- _ _ _ - - - �-, 173 - 0 �" � 3 " � 610 . 25� �i 610 . 26 � �� • 28 �� 610 . 20 1 „ � � i I 610 . 16� � 10 . 12 j „ j 610 . 13 j- - - � 2 „ � � 610 . 04 j � ISSUEIREVISION DATE NO i i � 4„ � 15 FU) „ i 3 " (2 FU ) i 4„ 7 FU i 3 � 2 „ �2 FU ) 3 �� l i „ 3 „ �, `� 3„ i 2 " 5 FU � � � l N 2 „ �2 FU ) r � 1 2'� I 2 �� 2 FU I 2 ' 2 �2 F U � � „ I � � � I I 2 (4 F U ) � � 2 (4 F U) � � � i i � 'Z � � �� P R O G R E S S S E T 2 6 0 C T 0 7 - - � - - ( ) �- - - � � IJ � � � � 3 „ �, „ � � � a 11 - 6 � � � r � � � r �� j L, L, �. ' _ _ _ �}... �� .� r - � .� I 4 4 F U � � � �N j TOV RESPONSE 17DEC07 i- , ii i i „ � , 2 „ i i 2 ' ii „ ii \� 3 � » �, � � �, � � � � � j� 4�� (5 FU ) � I 2 �� I � 2 � � j I � 2 � 2 " " � � I � 2 rl I I j 1 I TOV RESPONSE 11FE608 � I � I � KS- 1 � I � � h � � WB - 1 � � � � � � � 4 10 FU � � � � � L- 2 � I � � „ L-3 � � � � L- 2 „ � � � � � � � � � L- 2 � � � � „ � L- 1 L- 1 � � � I I I I I 2 I � I 2 I � I I I I � » I � I � 2 I � I � OWNER REVIEW 16APR08 � � � � I BT- 3 � � I � � � � � � � I BT-3 � 2 I � � BT- 1 � � � � � � � I I W�_ 3 I I I I yyC - 4 SH - 2 � � � WC - 3 � I � � SH - 2 � � � � WC - 3 SH - 1 � � � � I WC - 3 i i I � CONDO LEVEL 6 CONSTRUCTION DOCUMENTS osAUGO8 .�_�_ _ _ __ ._ _ � �_ _ _��_� _ _ _ _ _ __ _ __ � ____ _ _ _,�_ � _ __ � _� _ __ _ _ _� __ �__� �_ �_I� _ _ __ __ _ - - - _ � _ _ �__ _ _ _�_ _ _ _ = �_ �__ __ ,� + _ 2 �� -_ j - ' L � -_ - -_ -_ _ I - ' i - � � -_ _- _- - - - - -_ i_ � _ � � � � _ - i� _ � _ _ _i = - - � � - I 1 61 ' - 6 �� TOV UPDATE SET 10SEP08 3 � � 3 " �t' 511 . 24� ' ' 511 . 25 ' ' I 511 . 27 � �511 . 20 � � � j � 511 . 16 511 . 11 I „ � 511 . 12 � � „ ; I 511 . 05 � � � � � � �� I � � I � � I � 3 I � 2 � �� I TOV UPDATE 19DEC08 8 � � 2�� 4 FU � 4 (20 FU) � ,� � ,� � I ,� � 2 " 6 FU � I � �, � �' - � - � � 2 (4 FU ) � I I � � I � 3 (4 FU � I 4 ( 12 FU � � I 2 (4 FU � I � � j 4" ( 15 FU � 2" (8 FU� j 2 �� F� � � I I � r -� ISSUE FOR PERMIT o2FEB09 g , � 2 " � „ � 2 ' 2 " 4 FU I rJ � � � � � � �, � � � � , „ I _ _ _ �_ _ _ 3 - --�-�P �_ _ _ � � � I r _ _ _� _ _ _ � L � � _ _ � � ' 4 (8 FU ) i � I I i � � - 6 TOV PERMIT SET 05MAR09 11 r- � �--� �-- - - � � 2 „ � 2» i i h i " � i i � i i i �b � � KS - 1 � � �� j I » � j I j � � j j » I 2 " j 3 j 2 " � � d-r-- Z " j j 3 �� j I S S U E F O R P E R M I T 06APR09 � 4 ( 10 FU ) � 2 �-, � » � WB - 1 � � I � 2 � � I� I � � � � I � � � � � �, � � �- 2 � � � „ �- 3 2 � - - J � L- 2 „ � � � � � � �� L- 2 � � I � I „ � L- 1 L- 1 � � � 3 � i I BT- 3 i i 4 I � � 2 I � i i i BT-3 � I 2 i � i BT- 1 � 2 � I j I � � � � � � � � � � � � � � � � � � � � � � � � � � � WC-3 � WC - 4 SH - 2 � � � WC - 3 � � SH - 2 � � WC- 3 SH - 1 � _ _�� WC - 3 � � � � CONDO LEVEL 5 �K C - - - - - - � 2 „-- _ - _ .�'�� 2"_ - - - �--i._�_�__� _ -.,---�;;� _ I - - rr - - - - - - - - � � - - -�- � _ _ - � " - - - 150 , _ � „ G�'p 1ST e�sE` _ � _�__ _ _ _ _ _ _ _ ____._ _ _ _ _ _ _ _ _ ___ � _ . � 412 . 26 r - - - - „ - � „ „ L - - - - � 412. 27 � � � � „ � � � I I � 412 . 15� �412 . 11 i i 412. 12 i- - - „ �� 412 . 05 � �G � � � I � 3 4 ( 15 FU ) 2 ( 6 FU ) i 0 i 412 . 28 � 412 .20 i „ i „ i i i I � 2 N „ I � � � � " � l, � 3 �' „ 3 � 4„ 20 FU � „ � 2 " 9 FU � � � � � 2 ( 6 FU ) r � * -o N0. 2114 p� * j 4" (46 FU ) 4" (31 FU ) 4" (25 FU ) » � » � » � � 2 (8 FU) ( ) �" 3 � 2 I „ I � I � ) I � � �b ( � 3 6 FU ��- - - - - - T - - - � 2 6FU � � I � � �' 2 2 6FU � � ) � {� ( ) � � „ r - - - - - � g - - -j I j - - - i - - - � I t » L - - 3 ( 12 FU ) � 4„ 12 FU � � � � � / ` � r - - - � „ � „- -� - - T - - � „ � „ 3 � � � ) I � i � � � I � � 2 � � � � „ � 2 °° � � - � „ � � „ � � � KS - 1 � � , „ F I 2 � i � 2 � I� „ 2 i 4 ( 17F1�) I � „ I I 2 � � I „ L F I 2 �P � ' � I I 11 - 6 r �- 2 � „ � � L- 3 � � � W B- 1 t I 2 I � I 2 � �� 2 „ �p i � L- 2 � „ � �` 2 � ' �� , �� i �- 2 2 i I „ � i „ j L- 1 L- 1 i i � � � 2 � � BT-3 � � � BT- 3 I i 2 � � gT_ � 2 �i � 2 j I 2 " � i I W�- 3 �� - - - - - - - - - - - - SH - ? I - - WC-3 �_ � _ � �_� _ „ - WC 3 I_ _ � � = - - �I �1_ _ - SH - 2 � � WC-3 SH - 1 _ ^- � - F WC - 4- -�- - „ - -��J.. .,�' � j CONDO 138EL 6 " „ 3 " (8FU ) ? - - - - - - - - - - - - - - - - - i - 2-(11 �f) i 4" (51 FU) 2 4" ( 13 FU ) � 4" (22 FU) 2" (g F� � 2" ( 10 FU) 4" (25 FU ) 3 " ( 16 FU ) � 4" ( 16 FU ) i � 2 " (8 FU ) i I r - - - -� TOILET j SAN SAN SAN j T 326 j » � � �» - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � i j � 11 ' - g „ 4 15FU r- - - - - - - - - - - - - - $ r - � j L2 " j 4" � � � 3 „ SAN SAN � TOILET � � 4„ �� L- 5 323 � _ � _ L-5 � 4 (81 FU ) � WC 2 i WC 2 i � � - � � � � _ 2 " ( 13FU ) �� CONDO LEVEL 3 J - - - - - - - - - - - - � 12 7 ' - p " J 1 t ' ' � 1..1..1 � SAN SAN SAN SAN i ' � I� � ' � � W 6" (234FU ) 6 "(219FU) „ „ „ „ „ „ � „ 4 2 4 ( 129FU ) 4 (70FU) 4 4 (47FU ) � 2 8 F� z 0 � � FOR CONTINUATION � � � REFER TO P5 . 15 UNIT A FOR CONTINUATION 214 r - - - - - - � BV i 13 ' - 0 " � REFER TO P5 . 15 UNIT A � � � O O �� 3„ LOUNGE BAR FSK - 1 FOR CONT. REFER TO � � FOR CONTINUATION �� O Q q� � _ _ _� _ _ � SK - 1 SK - 1 UNIT K, ROOM 411 . 15 , � � REFER TO P5 . 24 UNIT J � � � „ Z ,� 2 » �W P5 .25 � 3 „ � 0 Q � � 21W � Q Q LL LL. IN I FSK- 1 FSK - 1 FSK- 1 FSK - 1 FSK - 1 � � LEVEL 2 w W J O /� - - - - - - - - - - - - - - -� > » � � LL - - - - - i �� _]- - � , K ROOF LEVEL I _�____- _ __-- - - - �____ ___- __��_---- .� _r _.__ _ . _�� __�__�__ ----- _ __ _ ______--- __�-___ � _ ___ _ _ __----_____�_ _ ____�__ _ .. _.. _ _ _ _ _ �--- ---- _ y._ _. _ ------___ ___ _� _ ______ ___ _ _�__� _�___ _ _ __ _ _-__ -- ___ _ _ _ __ .� __ _ __ _ ___ ____�_ _._______�_ �___ ___________ __ ____ ___�_. _. __ 208 ' - 11 „ � � ' � QrChlt CtS U N IT N - 607 , 508 , 409 , 310 " � - 6 2301BLAKE ST , STE #100 DENVER, COLORADO 80205 303 8618555 F 303 861 3027 CONDO LEVEL 9 0225 MAIN STREET UNIT C101 196 � - 0 �� EDWARDS, COLORADO 81632 970 926 8960 F 970 926 8961 � 11 ' - 6" 3 "VTR S � � Flack + Kurtz Inc. 405 Howard St ,Suite 500 _ ` _ _ ________ �__ ___�___ _ ____________� _ ________ _ _____ _�_ __ � ______��___ __ � I L 3" CONDO LEVEL 8 San Francisco, CA 94105 J_� _.�_ _________ _ . _____ --- �._ _ _ _ _ _ _ __ _ � _____ � _ _ __ _____ _ __W___ r. ____ _____.__ _ _ �._ _ _ _ _ _ _. ._.____ _ _ _ . _ __ _ __ _ _ __ _ __ _ _ _4_ _____ _ _ �--- �______ _ _ ____ _�__- -- ,___ _______ - - 184 ' - 6 " Tel 415 398-3833 S S $ $ L $ $ � r r � r� S S S S S S Fax �4153 433-5311 12 10 11 13 2 14 15 �g i 16A i i i i 18 18B 19 20 21 22 I I I I � � 2 » � I 11 ' - 6 " � WSP � � � �Y I » I I I � I �� » I 3 "VTR j' j � 607 . 53 j � 3 "VTR 3 VTR I � � L- 2 � � � I I i BT- 3 i 2 " � I J � L 3 " � � wc-3 i J � L � , L 3 „ - - - - - � _ � � � - - - - - - - -,- -� - T - - -� - - � - - - - - - �_- - - - - - - - rT=-� - - - - - - - - - - - - - - - - - - - - - � -= -= � =- = � �- ,_- - - - -= T=- -= -=T=, � r-- - - � _ _ � - -,- - - - - - - --� -_ r=- - _T � - - - - - -�- -_ � � T -� - - .�.�- CONDO LEVEL 7 - - _ ____ _ __ _ _ � I , 607 . 04 607 .07 � 1 r 607. 31 r i I i 607. 26 � �- - - - - - - - - � � � � r � 173 , 0 „ i � � � � � i � i �07. 23 r -1 - - - � - �- - - -�- - - � - - �- - - � � i � 60717 i � � � � � 607 . 16 � � � i � I i � i 0 T ' r � - - - - - - � � � � � �I , , � �-„- - - - r - - � I I , � 0 � , � , 0 � i i � i i � ISLAND SINK � i i i i j i j i �'. 2 „ � i i i � � i i � i � i I � ^ � I � � i � � i � 11 ' - g „ o, 3 � I I � I � I � ISSUE/REVISION DATE NO I „ l� �� j j i „ VENT (TYP) I �r � „ � � 2 „ � I � l� � � � � � � I �� I c�- 2 � �-�`t'j - � 2 � � I I � � 2 " -�j 3 " �I' � I I I I � 4 5FU � � � i � � I I o � i � i � i � CD PERMIT SET 010CT07 „ „ � � I � I � I I I � � �� „ � 1 � � » � � 2 � 2 � � » � � » � � „ L � „ � i � i � j ij i I i I I i i i � i 2 � � � 2 � � 4 (7F ) � „ � j 2 �i � i i � 2 -� i 2 � i 2 � ]I- - -� i I I I I �� + I dr- 2 -- 3" i � �f � " i � � � � � 3 „ I I � � »� I I I � � I I � I I � ��2 " � I � � � I I I � � I � � � � � � � I � � I � TOV RESPONSE 17DEC07 � � I I � I I � I I I I � I I � I � � I � � � � I L- 3 I I � � 3 � I I � „ 1 � I � I I WB - 1 I I L- 2 I " � i i � � � L- 2 � � � L- 2 � � � I � L- 1 I L- 1 I � I � � I � � � � I TOV RESPONSE 11FEB08 � � I I � � � 2 I � � � � � I I � � � I � � I � � I � � � � � � � � � � � � I I � BT-3 2 � � � BT- 3 � � � � � � I � BT- 1 � WC-3 � � � � � � SH - 2 � � � � 3 „ �, � � � � � � � � � gT_ 3 � � � � � � � OWNER REVIEW 16APR08 � WC- 4 � I WC- 3 I � � I I WC - 3 � � I I SH - 1 � � � � � I CONDO LEVEL 6 ____�J� t--1�L � - - __. t__� __ � _ � _ 1�.� _ _ - 1 _ WC - 3 I t_____. _._ _� _ .� _I� _ ._ _ � �___ ._._ _ __. _ � __ �__ _.__ ____._ _ _ � J �� '� �� F� �� { �1 t _ � � 1 CONSTRUCTION DOCUMENTS 08AUG08 , - - --t= � -�_' � „ I - - - �__.CI- - - - � � _ � - 2 - _ _ _ I � � ? � - � I � I � I � � 161 ' - 6 „ � � � � � � � � 3 �� - - - � � - - - - � - - _ - - _ _ �-- - _ - -�- � � - �J � - - - � - - - -�� 2 " (2FU ) � 508 . 3 508 . 07 � � � ' „ 508 . 21 I i � � ' r � 508 . 15 � 508 . 16 I � � 508 . 15 r � I - � I i 2 �� 2FU j 508 . 30 i i 508 . 24 - - - - - - - � 3 � � - - - - - - - � T - - - - - - - � � i � _ I � � � 4' (4FU ) r i � � � TOV UPDATE SET 10SEP08 3 r - - - - - - - � � � j I I r � 4�� 5FU 2 �� 2FU � r r I °O r r I � I „ r - - - , - , I 2 " 2FU � I � � TOV UPDATE 19DEC08 8 � , � � � „ f -I � 3 4 12F � � � „ � � ) , �, i „ i i i i i „ o i i i i i i i O i 4� (4FU ) � � 2 (2FU ) i � " �i � 2 „ I �, 2 (2FU ) „ „ i i i i 2 „(2FU � i i i i �� i i � 2 i i 2 � 2 � i i i � „ 11 - 6 „ „ 3 2 � � TOV PERMIT SET 05MAR09 i � 2 (2 F ) i i j� i �'- 2 „ � �- „ d� 2 -�' i 4„ 5 F U i � i i � 2„ � � � n 2„ � i �� i i 2 �� „ i i i i „ K S - � i i i „ i i � „ 3 i ( ) i 2 I 2 I I � I I � � I � I I � � „ I I I I � � ISSUE FOR PERMIT 06APR09 �-3 � 2 i i i i 2 i i I I � � L- 2 � I i � L- 2 � j � L- 2 � j I � � 3 '� L- 1 � L- 1 � � 2 � i I i i � » I i I i �- 2 " i I i � W B - � � � » � i � I � i � � i i i i i I I i 2 � � I � I I I „ I � � B T-3 2 � � B T- 3 � � � � � B T- 3 � � � � � I I B T- � j i WC-3 � � �! � SH - 2 �� I 3 � � � WC - 4 � � � WC- 3 � � WC - 3 � I I � � WC - 3 � � SH - 1 � � I � CONDO LEVEL 5 - J-- �,pRK � ' e� - - - � - � - - _ � � - - - � - - -� - - - � _ 2 „ 2 „ � - � - _ � �� I I 150 ' - 0 " G �' I 409 . 16 2 �I 2 �� - � - � - � 3 '��'U � - - - - - - - �-- - _ - _ - _ - - - „ i � - _ _ _ � - - _ ��1TEq�c F! � (4FU ) i i „ � �" (2FU ) i � „ � j � , ' ' 3 „ � � � � � � i � � i 409 . 17 � I � I- � 409 16 --i� 3 �- � 409 . 27 409 . 23 � � r 0 0 (- r - - - - - - - i i �� 2„ 4FU i 409 . 30 I " i - - - - - - 1 � J � -i � i � „ � , „ � � � � -o o . 114 * � ) 0 2 (4FU ) � - �� J � r - - - - - - - r r - - - - - - - � � r - - - -� - - I ,I I I � � � N � 4"(8FU � I I 2 (4FU ) � ; j l � I � 4 ( 10FU) „ � I � „ o I � j I � „ L „ �- 3 „ � `� ��8FU ) 2 (4FU ) I i � j �`' ) � � � 409 . 07 � � I � � „ I 2 (4FU ) � � � 4 17F� ) � � � 4" 10FU � � 2 -�t-' 2 � � 2 (� U ) � � � 2„ � � � i i �` 2 � � „ � � „ � i � � „ � i � � i i A 2" � � 409 . 03 � � � � i h � � 2 � d� 2 �r-' � 2 �' � „ � i h i i � '!l I � KS - 1 � I � � � � � „ i i i I i i n „ i i i i i � (4FU ) i I i i j 2 �t i � 2 „ �4FU ) , „ F OF CO 2 I � � � � I � � � I „ I � 11 - 6 I I I 1 I I 2 I I � I I » I � I I � I I I I �- 3 � � i � � � i WB- 1 n L-2 � i 2 i L- 2 i L- 2 i i i i L- 1 L- 1 i i i i i i i � � q� 2 " � � � � � „ � � � � � � � � � � � � � � � 2 " � � � � � �� I � BT-3 2 � � BT-3 � � � � BT- 3 � ,�.� �� BT- 1 � I WC-3 � L _ _ SH - 2 -�C---J- -i- 3 ( 6FU) � I� _ __ I ._. _ _ ___ l _ _ �i _t..._....._.- �.�.. I.T_-_ __ ' ._._ .� � � WC - 4 � � WC - 3 � WC - 3 � � � � WC - 3 � � SH - 1 � � I � E 4 i ,- � - �- �- - J r- - - - - - J ._._. � � 2 �.. � J 2 „_ ._.. � _ , _ 2„ _ _ _ _ _- - - � 2 „ - � 3 „ �.__- �__ �� _ J_- ____ i - - 138 , � 6 „ - - - - - - - - - - - - - - - - - - � - - - - - " � - - - - - - � I I - - - - � - � r - � - - - --,-- _ - - - - - �- � �_ � � I � � - � �- - - - - 4„ 22FU � � � „ � �J I 2" ( sFU) �- - - - 3 „ � - - � � I� � - - -r-� - - � � - r , i � . , c ' � ' LEVEL 3 ENLA � GED PLAN AREA 2 ,8�=, �-o- � � NOTES W � 1 . BOXED NOTES �--'� INDICATE A TYPICAL CONDITION UNLESS NOTED OTI-IERWISE. Q , � � 2 3 4 5 6 7 8 9 IO , 2 TOP OF SLAB ELEVATION = 127'-O", UNLESS NOTED THUS xxx•-xx• RE� S2.21A FOR ADDITIONAL SLAB OVERALL INFORMATION � J 3 TOP OF STEEL BEAM ELEVATION = 126'-7' UNLESS NOTED TNUS (XXX'-XX'), � GRID TO GRID 5'-2' 10'- 3' 7'-11Ya' 18'-9' 11 '-73/a 6'- O' S'-5" 10'- 4' 21 '- 43/q � q�_�y8 2�._5Y8 . � 4 TOP OF SLOPING STEEL BEAM ELEVATION NOTED TNUS Tos Q u 1 = xxx�-xx• T O S INDICATED IS TNE PROJECTED T.O S � COLUMNS 5'-2" 8'-5Ya' 63/8 7'-11�8 4 '-53/8 3'-11 ' 8'- 10" 4 '-43/a 6'-OYs' 2'-g• 3'- 15/8' 5'- N'a' S'-3Y8 '-q• 3�-2• '- 3% ' 12'-ii %8 6�-� • 5'- 4Ya' 3'- 43/8" 10'- 4Y2 '-35/8" 16'-5Y8 � � `, AT THE � OF THE SUPPORTING BEAM, WALL OR COLUMN SLOPE TOP OF STEEL BETWEEN ELEVATIONS NOTED � O � � EDGE OF P/C WALL PANELS i 5'-2' i i I q3�a' i i i '-65/8 � i 1 '-2j'z � � � ArCI i � l. tS 2 � � 4 � ON PLAN O 5. <X'> INDICATES CAMBER OF STEEL BEAM. � � I 6�-�� ( I � i I � ''7� I I � � � '- 3Yz 14 �-1 ' � PROViDF� BLOCKO T T.O W. 6 PROVIDE 3/4 ' � x 4 ' H A S , FOR ALL STEEL BEAMS AND GIRDERS NOTED THUS� [XX] WHICN INDICATES TOTAL � � U � � ' i � i 7 i i i � i S EP I IN WAL SUFFICI NT �3'- 4.�g Q � 1 i T W i �j � FOR BO T ACCE�S i TTEP = � 23'-� - NUMBER OF STUDS EQUALLY SPACE N A 5 ALONG BEAM UNLESS NOTED OTNERWISE � � �l W � IT � W I T O W 1� I I S5.01 T � w �� W RE S I I I 221A FOR 7. 1 INDICATES STEEL DECK TYPE AND DIREGTION OF SPAN (2-SPAN MINIMUM). RE SHEET 51 .00 FOR STEEL i SIM I Qj I T O W FRAMING ABOV -- DECK SCNEDULE r 126'-6" i i i i i = 126'-6' � � O � i I W40X362 i W36SP15 i A � - - - - = 126'- i 8 AT BEAMS BETWEEN SLOPING GIRDERS, MATCN T O S OowTNE SUPPORTING GIRDERS � - - - 2301 BLAKE ST , STE #100 9, T.O, PRECAST WALL PANEL ELEVATION NOTED THUS r— - - - - -� ---� - - - -r - - - +- DENVER, COLORADO 80205 = xxx -xx• - - - - - - - - � , � ' I I 3 I I N T O 10 RE• SNEET Si OOA FOR STEEL BEAM CONNECTION SCNEDULE I 'C% I I + T O W 3 € � _ _ � 3 _ _ 3 � ; N N 303 861 8555 F 303 861 3027 11 �� INDICATES A MOMENT CONNECTION, RE� 1 , 2, AND 3/S600 � m0 (�l (�l - � I T olW. � { � i � i � = 119'-1C� � � � = 1 6'-6' I I I � I I 4 ' ERTI AL � x � Y � T.p I � ( 4 N i CO i � I SS i �p � � � � 0225 MAIN STREET UNIT C101 12 RE 53 00, S3 Ol , S3 02, S3 03, AND S3 04 FOR CORE WALL ELEVATIONS AND DESIGN LOADS FOR USE BY I I I I � WA L EDWARDS, COLORADO 81632 PRECAST SUPPLIER • I I - > > q � �� I I I c� I I F � • W W S 970 926 8960 F 970 926 8961 � + �, Z Z . INDICATES BOLTED CONNECTION AT STEEL BEAM TO BE SLIP CRITICAL ' � � � � � � ' � T p I I I I � 1 '- 3Y � I I II I I I I I I 14 COORDINATE SIZE AND LOCATION OF FLOOR DECK OR PRECAST WALL PANEL PENETRATIONS FOR MECNANICAL � ' � I � � I 12 ^ _ _ I = 126 -6" � I I � 3 I 6 00 6 O 1 O' TWORK WITH ARCNITECT, MECNANICAL ENGINEER AND SUPPLIER i i i I � i i i i i , S615 i U U 15 COORDINATE FINAL ELEVATOR SNAFT DIMENSIONS AND LOCATION WITH ELEVATOR SUPPLIER, I i � � � I ( � � i I 16. �� INDICATES LATERAL LOAD (SERVICE LOAD) IN KIPS, TO BE APPLIED UNIFORMLY WHERE PARALLEL TO I II I I I I I I I I 1 I I I I . A WALL OR GONCENTRATED AT A PERPENDICULAR GONDITION i i i i � � W px � qq I � � , �3 I � _ I I I I I � i � � S5 � � � ( ii -10') � i 13 v 17 RE 5101 AND S102 FOR COORDINATE PLAN AND SCHEDULE FOR COLUMNS NOT LOCATED BY GRID TIE, � � I I 4 6O i 60 18X 5 14 in T 18. TYPICAL COLUMN BASE TO GIRDER DETAILS, RE� S1 .01 . B - � ( � q _� � _1 N � � � - (,l I � � I I - � - m O � 19 QINDIGATES STEEL GOLUMN, RE SCNEDULE Si 04 I - I i II i I I I I I 22 U I 20 FOR ADDITIONAL INFORMATION AND DETAILING ASSOCIATED WITN OVERFRAMING AT STEPPED SLAB, RE� S2.21A. X I Qj � 4 ' VER � � 5 I � � � � C CR 21 . UNLESS OTNERWISE NOTED LOCAL DESIGN OF EMBED PLATES OR BEARING PLATES FOR STEEL BEAM I - I _ _ I � . I �I I � � I � � `" � � IM w L CONNECTIONS TO PRECAST ELEMENTS ARE TO BE DESIGNED FOR TNE CONNECTION CAPACITIES SNOWN IN TNE 1 '-O 5' 8Y8 3' 6 " � ��_ I I � �5 • 3 - • � � 4 ' STEEL BEAM CONNECTION SCNEDULE Sl OOA, RE S2 21A SNEETS FOR BEAM REACTIONS AND DRAG FORCES TI-IAT � 5'-9' 6 - 3 � 3' 6'-3' 5'-7Ya 6 -OYa 5'- /8 4 '- 10 /a - 3 /8 �1'- Ya � 5' 4Y2 5'-3Y a' 4 '�O^ 4'-O%B 4 '-15/8 6'-�Y a 3'-1 ' 4'-O�' 5'-6' 5'-6 ; 5'- SUPERCEE� CONNECTION SCNEDULE DATA TO BE USED IN PREGAST ELEMENT C O N N E C T I O N D E S I G N , � i I I I 2 -�8 I I I I I �3�g b Yq � � I � N v ^ �O Q I I � . 2'- 8Y8 v : I v : v , _37/a m p : 2'- 35/a'^ � O PERIMETE R P R E C A S T W A L L P A N E L A N D C O U N T E R F O R T S A R E T O B E DESIGNED FOR TI-IE APPLIED GRAVITY AND LATERAL � FORCES SHOWN ON THE PLANS AND THE SOIL PRESSURE FORCES ILLUSTRATED ON SHEET S3 06 , � I � 6' 6 0' I � ,� � a- � � 6 � V I � I o . I I � � � � � � � `t ,� "' � " NO i NO ^ ^ X ' � x I I x � I I � � � � I � � I � � I6 �I � � � O I N O � � O � � Npi � ' �n � m � 0 � O � � • � : � ; � � � i i i � � i i x � X X � I x i x •� m � X d- I x 6- � I I � v � 0 � � m � , m 23 TOP OF SLAB = 120'- 4 ' AT LOADING LOCK AREAIS NOMINAL MINIMUM TNICKNESS, RE ARCH FOR SLAB SLOPE TO DRAIN i 3 � O� � i I ' O � O � i O a- i O � � O a-� O � O Q- � p � O � O Q- I i � O � N � x � p � = - a� "� � � � �- � � 14 DATA HIGH POINT ELEVATION BETWEEN DRAINS = 120'-6'. Q � � i � � � � � � � v 3 v � v � v ^ I i � X ^ � � v Q � v S t r u c t u ra I � -- � 3v � � � -- , � v � v � � p �� 3 m m 4 S 6 Consu l tan 24 . � INDICATES A SHEAR TAB CONNECTION WITH 2 BOLT COLUMNS, SHEAR TAB = 3/a ' AND TOP AND BOTTOM STIFFENER C � — - - - - - - - - = i - - - - - - - _ _� _ - - } S ..� _ � � � � r i �'- I n AT COLUMN WEB = 3/a '. � ' Q _ I _ _ I _ I _ _ - � - � _ _ - - - _ - _ _ _ r FROM GR I D A-M AND , c o p o r a t e d � � 1 -10 PROVIDE 200 PLF 14 II 4 I I I I I � � � � � N � ' � � � � � I I I � 1 I I v' D � �+oo E eayaua Hvenue �.SUU .=+F^�� ic� rvir�� ro�cc� �b c� � I i I � � i � I I j i i � Denver, Colorado 80209 4 � � WA�LLS YN RECAST AST I I I I I � i I (303) 399 - 5154, FAX (303) 333- 9501 .v' �� SUPPLIER i � i l e i � � I Q I I I I I I Email InfoOsci- denver com � i � SCI Job Number. 04- 187 ;o ;� 3 LOAD APPLIED AT � 120'- ' � � �i � i � 6 .7 9 - TOP OF WALL I I I I I I RE� O 23 I - � � � DDS I N L OR 8 �O ' , � ' � � I � , � I I I I I FOR AT ON � ISSUE/REVISION DATE NO . I I II I I I I I li I i I PO L REA I I � CD PERMIT SET 010CT07 O � 3 � � � � i � i i I � I I � � I -5 ' 10'- 4 " 21 �- 43/q' 1q'-1y8' _ _ _ ' ' � i � � STRUCTURAL CDS 01NOV07 . p ; _ _ _ � � SIM � � i3 � � 4 i � i � I� 41 � - - � - - : i � I I � � � j � i ' � �'— TOV RESPONSE 12DEC07 Q 2 3 15 II I 4 PING S AB AND I I � � � t ,� ,� S5 02 � i � W�4T �dPROOFI G AT i I i� � I CCD #10 24JAN08 S2 21 S2.21 S2 21 � O O I I g L A I G DEC , RE• AR ' i I I � i � � I S 6 1 4 I I `I � � W 1 8 x 3 5 I I T O V R E S P O N S E 11 FEB08 3 � n i i i I � � i � i i 15 , � I (119'-10') � I � � T � C C D #2 4 2 3 A P R 0 8 S6.03 � i ._.. �., _. ..,_,. ..� �_ _ � � E W 4 0 X 3�5 2 : , ', W40x 362 I ♦ � � ¢ MC12X106 MC12x106 = MC12X10 1 ' � � (119'- 10 ) 8� PREG ST ', : (119'-10') � � , � — " — T- - - -_ - - - - - - - - - = CCD #29 . _ _ _ _ _ _ _ � O � Q S2 21 ; ic� 5 00 I I C�NCRE ' ' � 14 14 I [ � � � 06JUN08 cJ • q I S612 S6 03 I ( �—� � � : � _ _ _ _ t � 130'- 1 ' � ► F � � _ __ _ _ _ _ _ _ _ _ , � _ � _ _ _ � i _ _ - _ � ARRIER _ _ ; ' _ 5614 _ � 4� _ , 8 � � � i _� � CONSTRUCTION DOCUMENTS 08AUG08 � T `�' ASI #23 Q — — � � Q � i 4 � i HSS4 x %a , 6. - 4 - 10SEP08 6 � � t8 POST � - - � � - - ' - - � _ c0 .� _� I I I � 6 00 I 6 03 � I 36 x 135 � � � �. j 45 � � ISSUE FOR PERMIT 06APR09 � � — �I � � � � — � � � TYP ' i i � 119'�O') 6 i � V�24 x 55 W18 x 35 W24 � i W24 55 . (� (119'-1 ') S6 2 4119'-10') � ( 119'-1 O') x 55 � W24 x 55 4 8 ' CMU W/ #6 � 48' O.0 - ' - - - � i � 52•21 IN VERTICAL GR UTED CELLS ' I� � i � i i i 'v 36 6 %z VERT 14 q -� 3�8 4 P�� REG�sl I i � I I I ( 119'-10') I c?1 � - 4 i GO C S6 03 1 O I 6 6Ya' I � II W L 4Q:•'� �p Y �'••;c'p RE• ARCN. FOR L YOUT OF � � r r i i 5'-8Y 8 3'-6 5'-9' 6'- 3' � 6'- 3' 6'-3' � i 5'-7 Y a 6'-O Y 8 5'-+ 4�/s' '- 3�/ 3'-l O Y " 3 '-2 Y � � • 5 8�- 4 3�4 J � 6'-1� 3'-3Y " p� B . F CMU AND SLAB DGE ' ' a a ¢ �'- a 7'-O' 6'- 7•- 4 - 7•lz- c, ; c�,Q O _ _ — B co cv I . � �'2S'a 43/ ' � � . � . i 5 � . �' . W36 x 13� a � 9 ' �"'� — — — � � � I _ � ' _ � � � � 119'-10') � � . �:-. x �' STAIR � NSS4 x 4 %a 2'-3 /8 : 5fl10 � i O " FRAMI G POST � / I 4 I � i � - - - _ .o . �/�ld `� ;� Ot � �j' � x 9 .. ; �k. � � '• •' G � � i � � N i i i : '� (jjq 10') 4 -� 03�4 i 'm X p p " I � 14 I � 4 6 � '� �n �FFSSl0�lA1.��\ � OADING DOCK MEZZANINE � m � � � � , I I � �- : I -- I I --i � �I � 2 ,8 � . � . � 1 „ , . ^ i � � � O � O i �° . i \o : i \o � i rn O p i . � p v m � a- � m i� �n . �o ,.-. x /a =1 -O ^ � ^ m O m O m " .-. � � � m s . c� _ ^ Q :� � i ,� in � S6 03 � � N � ^ c� � � - �o �n O � ^ � ^ O � m i 1 N ,__ � , � — - - - - - - - - - - - - � � � I � O •� _ O -� � O '� � _ O "� _ I O '� � '°- 36 � •XO •� - � O- -�°- 6 4 iUP �n � .� _ � x x � 4 O � � ;o � SIM O � � � � � i � i 3 � i � � � "i -� W 36 x 135 � "i � � `" I � `- 51 M �n - v m rn N m ,� c�, ``� � v � � � (119'-1 O') � W 4 x 5g 4 � � � � W24 � � � " � 13 � � T.O. WALL � O �� I I I I I I I 11q61035 W40 36 I (11 '-1 " � 5 I RE S2 A F5 S6.01 � - - - - - - - - - - - - - - - - - - - - - - i - - - � - - - (11G'-1 ') � � 15 S5 Ol FRAMIN AB VE � W24 X 55 W24k 55 \ I � � I � � � S6 Ol � I �F— � RE• PLAN - - - - - o- i i I � i i '- S AB • t .� I i i � I ' i � SIM i 5i , , . . , � '-2%8 5 Q 6 . ♦ � I I . ^ 3 i i I i W36 x 135 I W36 x 135 � 5 Qi S5 1 � 1� . �J . � , - _ _ � ( ' 10'l q'-10 ) � ' C S5,01 i ' � � z ` - � ,� 14 x ; I - � � � � CONT. BOND BEAM •m Q 56 01 , � � i 5 � i 5 � ;o W24 x 55 , Q tun 5 �� a . N W/ 2-# 5 AT TOP OF � I WALL AND AT 1- 4 X 4 x %a LEDGE2 � K _ _ _ - - _ _ ;� _ _ � ,_ „ �,; � � � ANGLE W 3 � I - - - - - - - v-�.- __ t . - � , ' LEDGER ANGLE � �4 W24 x 5 ' 4 V�124 W24 55 EXPANSION ANCNOR 3 � I L3 X 3 x %a DECK a > - � � @ 3 '-O" O C. �6 I � SUPPORT ANGLE • m ' � 6 • � � � ' (119'-10') � N 15C ' i 55 ' N ' � 55 RE� PLAN � � ON FACE OF m '� � I 4 I I I � 6 '-O ' 4 'N 1 '-O" � 119'-t � y � 5 X ' ♦ 3 v COLUMN STAIR .�, S5 Oi _ - - - - i� � � � � � S614 � I � FRAMIN UP 6 ,, 1 '- m S 10 6 '� 13 � � I RE� AR N `, I ;, 4 � i 5,01 � S6. 1 , �..� • � � � 3/a ' W/ 3 - �/8 " � � , , I � - - - - - - - - - - - - BOLTS W36x135 � W40X3 2 - '� � p ; W � � ' (119'-10') 5'-9' (119'-10�) ' � �- W18 3 � . . � DE FULL HEIGNT ' • RE• PLAN �- � ; � , , ' W40 x 362 W36 x � 35 � ~ VERTICAL GROUTED . � � 4 '-8' : 6'- a 5'-9' 6' 3' 6'- 3' 6'-3' S'-74 6'-O8 '� W4px3 2 � � q•_0- ''^ � � � CELL AT BEAM � - - ��-. - . 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