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Home My WebLink AboutPRJ06-0103 B07-0017 UNIT 438.pdf \ DOUGLAS MILLER DECHANT ARCHITECTS � � ' SHEPHERD RESOURCES INC / AIA POST OFFICE BOX 1624 AVON COLORADO 81620 T970 949 3302 F970 949 5121 �� WWW SRIARCHITECT . COM �� : . ' ' DATE ISSUE 9- 13-06 OWNER REVIEW 10-23-06 T.O.V. DRB SUBMITfAL I I -22-06 CONTRACTOR ESTIMATE 12-21 -06 OWNER REVIEW 01 -02-07 SUBMITTAL TO HOA/T.O V. 01 -02-07 CONTRACTOR WDW ESTIMATE 01 - 18-07 OWNER REVIEW 01 -31 -07 PERMIT SET 04-26-07 T O.V. PLAN REVIEW COMMENTS 000292 MEAD � W DRIVE � M4UNTAIN HAUS TOV PLAN � � UNITS 438 & 44 � CO M M ENTS . . . � VAIL COL4RAD Aprd 26, zoo� � �� aF cv��, � � � y� � o , T � WN OF VAIL PLAN REVIEW COMMENTS * * r 8�2909 � APRIL 26 2007 �`'�'� .�� SFD AR�� PROJ ECT: 0602 SA N C H EZ . ��►ROV�� RESI DEN E II ' Communiry Development Department R E M O D E L s �j��1 �F v� • Building Safety and Inspection Services .. ilY - se`t°°� �� S- �` — g ! � , MOUNTAIN HAUS ,� lnternationai Buildin Code/lnternational Re�i��r.rd� - Code Validity cf p�rmit The issuancs o� granting of a perr, t "�w'I not be cc�strued to be a permit for, or an approval of, any vccfa�;;.n of U N I TS 43 8 & 440 �ny of the prov�s�ons of this code or of any other ordinance cf th� , Junsdict��n Permits presuming to give authoriry to violate or cancel the • provis�ons of th�s code or oiher ordinances of the �urisdiction shall not be 292 E . M EAD OW D R. ' valid The �ssuance of a pertnit based on const�uction documents and � other data shall not prevent the building official from requinng the `\� . cortection of errors in the construction document5 and other data. The VAI L� C � . 8 I 658 ' � budd�ng offic�al �s also authonzed to prevent occupancy or use ef a structure a�here i ion of th' o or of any other orcfinances of this junsdiction. � PLANS EXAMWER: AA�E"`�� 3 ^ � � COVE � ��-� ��- ��..��. ,� � � � � 0 � � � EL�-r�.Jc1�-L APR 2 7 2007 � p� `' �� TOWN OF VAIL � �'C�"��t ckL - ' '� (�' c^2�•4� �t� (�2 E" 5� �2.�N 1�.�� . � �E"�'�"� � � �e � � � �s � °� ,r=-� �� =^� ''°� �^�°� � ; � 'ya > ; ; e � �+ : ' I at J d FO " � � � , � .� k — a � � ; 3 , � r �^� � 1' �� ' 1 � � ��fC�F—�1�►`j— / , 1 ' ' ' ' " _ ", a. ` 1 '� , � ' ° ` '` J ' l �4 � l � � � 'T�F� I� h�tG �C�-�t � w�/ • � f2� � dz-� � �r��— t Z�.� ' . , ( � i t V A�� .. RS fS LtG GJ�.�CS C�^� , . � �i � . i . . I � G E N E RA L N O T E S DOUGLAS MILLER DECHANT ARCHITECTS i PRO E CT D I RECTO RY SHEPHERD RESOURCES INC / AIA I . ALL DISTRIBUTIONS OF THESE DRAWINGS BY THE GENERAL CONTRACTOR SHALL INCLUDE ALL ADDITIONAL P O S T O F F I C E B o x I 6 2 4 DOCUMENTS ASSOCIATED WITH THIS ISSUE. THESE DOCUMENTS INCLUDE, BUT ARE NOT LIMITED TO, PROJECT ARCHITECT A V O N C O L O R A D O a i 6 2 0 WALL SYSTEMS - MANUAL, SPECIFICATIONS, AND DETAIL MANUAL. FURTHERMORE, NONE OF THE ADDITIONAL DOCUMENTS SHALL BE DOUGLAS MILLER DeCHANT ARCHITECTS WOO D STU D DISTRIBUTED WITHOUT THESE DRAWINGS. T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 I 2 I Shepherd Resources, Inc / AIA INTERIOR FIXED FINISHES �� INTERIOR 2. IT IS THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS TO ESTABLISH A STANDARD OF QUALITY. THE ARCHI 37347 US Highway 6, Suite I 02 Slifer Designs, Inc. `N W W S R i A R C H I T E C T C o M � TECT PO Box I 624 2 I 6 Main Street C- I 00 RESERVES THE RIGHT TO TAKE EXCEPTIONS TO APPROVED METHODS AND MATERIALS NOT REFLECTED HEREIN. Avon, CO 81620 INTERIOR Edwards, CO 81632 W1A 2x4 FIRE-RETARDANT-TREATED WOOD STUDS SPACEO (Phone) 970.949.3302 (Phone) 970.926 8200 , s" OC WITH3Yz° SOUNDATTENUATIONBATTSAND 3. WORK SHALL BE PERFORMED IN A WORKMANLIKE OR CRAFTSMANLIKE MANNER TO THE SATISFACTION OF THE (Fax) 970.949.5121 ONE LAYER 5/8" GWB EACH SIDE OWNER. (Fax) 970 926.8228 INTERIOR � STRUCTURAL ENGINEER LIGHTING DESIGN �° 4. THE DRAWINGS SHALL NOT BE SCALED TO DETERMINE CONSTRUCTION DIMENSIONS. THE CONTRACTOR AND EACH INTERIOR SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO EXECUTION OF THE WORK, AND SHALL BE RESPONSIBLE Monroe & Newelt Engineers, Inc WHITE LIGHTING DESIGN w, s 2x4 FIRE-RETARDANT-TREATED WOOD STUDS SPACED FOR THE CORRECT AND ACCURATE LAYOUT AND CONSTRUCTION OF THE PROJECT. PO Box I 597 3775 CHASE STREET 16" O C WITH 3 y" SOUND ATTENUATION BATTS AND CO S I GZO ONE LAYER 5/8" GWB ON ONE SIDE '°`VO�� WHEAT RIDGE� CO. 8 I 63 I INTERIOR 5 . DIMENSIONS A R E T O F A C E O F S T U D O R T I M B E R, C E N T E R L I N E O F T I M B E R AND FACE OF CONCRETE, UNLESS NOTED (P h o n e) 9 7 0.9 4 9.7 7 6 8 (Phone) 303.463.6661 t, ,� OTHERWISE. (Fax) 970 949.4054 (Fax) 303 .463.6665 INTERIOR w,c 2x4 FIRE-RETARDANT-TREATED WOOD STUDS SPACED 6• O DENOTES A DOOR. REFER TO PLANS FOR DOOR LOCATIONS. REFER TO DOOR SCHEDULE. MECHANICAL ENGINEER GENERAL CONTRACTOR �s� o c wirH sy" SOUND ATTENUATION BATTS AND X Rader En ineerin , Inc. ONE LAYER 5I8" GWB ON ONE SIDE AND ONE LAYER 5/8• 7. DENOTES A WINDOW. REFER TO PLANS, SECTIONS, AND ELEVATIONS FOR WINDOW LOCATIONS. REFER TO g g Nedbo Construction CEMENTITIOUS BACKER WITH 114" STONE TILE ON PO Box 780 40690 US Highway 6 OTHERSIDE O WINDOW SCHEDULE. _ . Avon, CO 81620 Avon, CO 81620 (Phone) 970.845.79 I 0 (Phone) 970 845. I 001 . 8. REFER TO DETAIL MANUAL FOR ROOM FINISH SCHEDULE. (Fax) 970.845.7522 (Fax) 970.845.9979 - INTERIOR ' � ,� 9. COORDINATE ELECTRICAL AND MECHANICAL WITH STRUCTURAL FRAMING. ' � i"TERioR 10. PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS. LOCATIONS INCLUDE BUT ARE NOT LIMITED wu 2x6FIRE-RETARDANT-TREATEDWOODSTUDSSPACED TOILETS, BATH ACCESSORIES, CEILING AND WALL MOUNTED ELECTRICAL FIXTURES, SHELVES, CLOSET RODS T� PRO ECT I N FO RMATI � N 16" O C WITH 3 y" SOUND ATTENUATION BATTS AND ONELAYER5/S" GWBEACHSIDE CABINETRY, COUNTER TOPS, STAIR HANDRAILS AND FALSE BEAMS. ' INTERIOR I I . CONFIRM DATUM INFORMATION WITH CIVIL PLANS. PARCEL NUMBER: 2101 -082-2803 -7 � LEGAL DESCRIPTION• MOUNTAIN HAUS CONDO 12. ALL NON 90 DEGREE ANGLES ON PLANS ARE 45 DEGREES UNLESS OTHERWISE NOTED. CLASS OF WORK: RENOVATION, INTERIOR TYPE OF CONSTRUCTION: � g w� s 2x4FIRE-RETARDANT-TREATEDWOODSTUDSSPACED 13 . IMMEDIATELY NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. FLOOR PLANS TAKE PRECEDENCE. �'PE OF OCCUPANCY: SINGLE-FAMILY R-2 16" O C WITH 3Yz" SOUND ATTENUATION BATTS AND LEVELS• DATE ISSUE ONE LAYER 5/8" GWB ON ONE SIDE 14. ALL ARCHES ARE TO HAVE A RADIUS THAT EQUALS THE WIDTH OF THE OPENING. THE SPRING LINE OF THE ARCH IS HEIGHT: N�q 10-23-06 T.O V. DRB SUBMITf'AL LOCATED AT 7'-0" AFF, UNLESS NOTED OTHERWISE. PARKING: N/A I I _22_06 CONTRACTOR ESTIMATE INTERIOR "�r 15. WOOD/TIMBER DIMENSION NOTES ARE NOMINAL AS NOTED BY. 3X12 RS AND ACTUAL AS NOTED BY: 3 "X12". FIRE SUPPRESSION SYSTEM: YES � 2-2 � -06 OWNER REVIEW 01 -02-07 SUBMITTAL TO HOA/T O V INTERIOR 16. INSTALL PERFORATED PIPE PERIMETER DRAIN SYSTEM AND SOLID PIPE UNDER DRAIN SYSTEM AS REQUIRED. REFERENCE CURRENT APPLICABLE CODES• IBC 2003 wzc 2x6FIRE-RETARDANT-TREATEDWOODSTUDSSPACED SOILS REPORT FOR ADDITIONAL REQUIREMENTS. SLOPE SYSTEM TO DRYWELL OR DAYLIGHT. ALL DOWNSPOUTS IFC 2003 01 -02-07 CONTRACTOR WDW ESTIMATE 16" O C WITH 3Yz" SOUND ATTENUATION BATTS AND ONELAYER5/8" GWBONONESIDEANDONELAYER5/8• ATTACHED TO DRAIN SYSTEM AND HEAT TRACED TO 48" BELOW FINISHED GRADE . 01 - 18-07 OWNER REVIEW CEMENTITIOUS BACKER WITH 1/4" STONE TILE ON OTHER SIDE 01 -31 -07 PERMITSET . TYPICAL OFFSET OF INTERIOR DOORS IS 6", UNLESS AT END OF CORRIDOR (WHERE THEY ARE CENTERED),OR UNO. 04-26-07 T.O V PLAN COMMENTS 18. ALL WINDOW AND DOOR DIMENSIONS ARE TO CENTERLINE OF UNIT, UNO. i• sHn�tir� INTERIOR 6x12 DUCT � 5,8� � � � A B B R E V I AT I ONS PLAN VIEW INTERIOR ABV ABOVE GL GLASS, GLAZING PT POINT wsa CHANNEL STEELSTUDSSPACED24" OC WITHBRACING AFF ABOVE FINISHED FLOOR GWB GYPSUM WALL BOARD TOV PLAN CUT FROM STEEL RUNNERS AND TWO LAYER 5/8" GWB /A� QT QUARRY TILE EACHSIDE � ACTIVE HDWR HARDWARE AC ACOUSTICAL HDR HEADER RE� REFERENCE COMMENTS • . ' UL DESIGN No ua2o REF REFRIGERATOR 2HRNON-BEARINGWALL ADD ADDENDUM HVAC HEATING/VENTILATING/AIR CONDITIONING REQD RE UIRED ADJ ADJACENT HT HEIGHT Q ALT ALTERNATE HP HIGH POINT RESL RESILIENT ALUM ALUMINUM HORZ HORIZONTAL REV REVISION Aprd 26, 2007 ARCH ARCHITECT (URAL) HB HOSE BIB R RISER BASMT BASEMENT HR HOUR R & S ROD AND SHELF BRG BEARING INCL INCLUDE (D), (ION) R� ROOF DRAIN EXISTING STUD WALL BR BEER ID INSIDE DIAMETER RM ROOM I N D E� O F D RAW I N G S BIT BITUMINOUS IBC INSTALLED BY CONTRACTOR R� ROUGH OPENING INTERIOR BLDG BUILDING IBO INSTALLED BY OWNER �S ROUGH SAWN � Q� CQ� � waA ONE LAYER 5/8" CEMENTITIOUS BACKER WITH 1/4• B O H BOTTOM OF HEADER SHLDR SHOULDER ,� STONETILEONONESIDE INSUL INSULATION SIM SIMILAR �� CPT CARPET INT INTERIOR SPEC SPECIFICATION (S) AO.O COVER 0 e a � d , CSMT CASEMENT KIT KITCHEN � �Q a a EXISTI� WALL a a <4 CLG CEILING LAM LAMINATE SQ SQUARE AO. I PROJECT INFORMATION � * cT CERAMIC TILE QUARE FEET X2.0 EXISTING MAIN LEVEL FLOOR PLAN � 2909 ,� d d d Q a 4 � COL CLEAR (ANCE) LAV ENGTORY STD STANDARD � y COLUMN LTL LINTEL STEEL X3 . 0 EXISTING BUILDING ELEVATIONS ��is ��►�'' INTERIOR STN STONE �D C� was 2x4FIRE-RETARDANT-TREATEDWOODSTUDS, LAIDFLAT CONC CONCRETE LVL LAMINATED VENEER LUMBER STRUCT STRUCTURAL X3 . I EXISTING BUILDING ELEVATIONS AR AND SPACED 16• o c , WITH ONE LAVER 5/8" GWB ON CMU CONCRETE MASONRY UNIT MFR MANUFACTURE (ER) ONESIDEANDI/2" AIRSPACEBENVEENSTUDSAND CONT CONTINUOUS TB� TO BE DETERMINED DZ . O MAIN LEVEL DEMOLITION PLAN EXISTING WALL MO MASONRY OPENING TC d 4 � 44 , CUST CUSTOM MATL MATERIAL TRASH COMPACTOR °" � a DTL DETAIL TEL TELEPHONE AZ. O MAIN LEVEL PLAN ° a EXISTI� WqLL q a Qd M� MAXIMUM a q < Q � . DIA DIAMETER MTL METAL N TELEVISION A3 . O EXTERIOR ELEVATIONS PROJECT: 0602 4 � DIM DIMENSION T & G T�NGUE AND GROOVE MECH MECHANICAL T O B TOP OF BEAM A3 . I EXTERIOR ELEVATIONS e INTERIOR DR DOOR MC MEDICINE CABINET SAN C H W4C 2x4FIRE-RETARDANT-TREATEDWOODSTUDS, LAIDFI.AT DWG DRAWING MIN MINIMUM T O C TOP OF CONCRETE SLAB A5 . O REFLECTED CEILING PLAN EZ AND SPACED 16�� o c , WITH ONE LAYERS/8• ELEC ELECTRIC (AL) MIR MIRROR T O F TOP OF WINDOW/DOOR FRAME CEMENTITIOUS BACKER WITH 1/4" STONE TILE ONONE T O P TOP OF PLYWOOD A6 . O I NTERIOR ELEVATIONS RES I D E N C E � � SIDEANDI/2" AIRSPACEBETWEENSTUDSAND ELEV ELEVATION MISC MISCELLANEOUS EXISTINGWALL EQ EQUAL r o s TOP OF STEEL A8 . 0 DOOR & WINDOW SCHEDULE & DETAILS MNT MINUTE TB W T OP OF WALL /�$, I D ET R E M O D E L EXIST EXISTING NA NOT APPLICABLE AI LS � �T EXTERIOR NOM NOMINAL 4WEL BAR FOS FACE OF STUDS NIC NOT IN CONTRACT T TREAD S2 . I PARTIAL FRAMING PLAN / SECTION . • FLOOR & CEILING SYSTEMS FIN FINISH Nrs NOTTO SCALE nP TYPICAL M I . 0 MECHANICAL SCHEDULES & SCHEMATICS MOUNTAIN HAUS FF FINISHED FLOOR OPG OPENING UNO UNLESS NOTED OTHERWISE FP FIREPLACE OPP OPPOSITE VERT VERTICAL MZ . O MAIN LEVEL MECHANICAL PLAN UNITS 438 & 440 FLR FLOOR (ING) OPH OPPOSITE HAND WC WATER CLOSET P2 . O MAIN LEVEL PLUMBING PLAN FD FLOOR DRAIN OD OUTSIDE DIAMETER WP WATERPROOFING 292 E . MEADOW DR. �G FOOTING (P) PASSIVE WPM WATERPROOFING MEMBRANE FND FOUNDATION P PAINT WPT �NORKPOINT VAIL, CO . 81658 FBO FURNISHED BY OTHERS PR PAIR WwF WELDED WIRE FABRIC GA GAUGE PVMT PAVEMENT W WIDTH, WIDE GALV GALVANIZED PL PLATE W�W WINDOW GC GENERAL CONTRACTOR PLYWD PLYWOOD W� WITH PROJ ECT W�� WITHOUT wo w000 INFORMATION DATUM REFERENCE PR � ECT NORTH DATUM ELEVATION OF 100'-0" N EQUALS ACTUAL ELEVATION OF XXXX'-X" ABOVE SEA LEVEL THIS SYMBOL REFERS TO PROJECT NORTH. FOR ACTUAL NORTH, REFER TO SITE PLAN OR SURVEY DOCUMENTS. F �TOP OF FINISHED FLOOR �� = XXX '-X " � SYSTEM NOTE . T o X = X - SYM BO L KEY �TOP OF PLYWOOD (P) OR CONCRETE (C) GV • - pd GAS SUPPLY • COPYRIGHT RESERVATION �� HOSE BIB , . ALL DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ARCHITECT (DOUGLAS MILLER DECHANT ARCHITECTS / SHEPHERD RESOURCES, INC./ AIA HERE IN AFTER , "SRI") FOR PROJECTS FOR WHICH THE ARCHITECT HAS BEEN RETAINED ARCHITECT'S SERVICE FOR USE SOLELY WITH RESPECT TO THE SPECIFIC PRO ECT, UNLESS OTHERWISE PROVIDEDR N WRITINGNTHEOA CHITECT SHALL � DOUGlAS MILLER DECHANT ARCHITECTS • � ' SHEPHERD RESOURCES INC / AIA POST OFFICE BOX 1624 , AVON COLORADO 81620 T970 949 3302 F970 949 5121 �� WWW SRIARCHITECT COM �� 1 ' DATE ISSUE � � 09- 13-06 OWNER REVIEW 10-23-06 T O.V. DRB SUBMITTAL KITGHEN KITGHEN I I -22-06 CONTRACTOR ESTIMATE BEDROOM I ��Y O'—O " I�' O'—O" BEDROOM I �y�Y O'-0 � 1010�_0 �� 12-21 -06 OWNER REVIEW (O7 � 100 � �� O O 1O1 100 01 -02-07 SUBMITTAL TO HOA/T.O.V. O '-O'�'-0" O -O X O -O O'-0" X O'-0" O'-O" X O'-0" � � 01 -02-07 CONTRACTOR WDW ESTIMATE O 01 - 18-07 OWNER REVIEW C7 O O O 01 -3 I -07 PERMIT SET 04-26-07 T.O.V. PLAN COMMENTS B�4THROOM 108 O'-O " x O'-O " � 0 � TOV PLAN � � � COMMENTS � MASTER DINING B�THRO M DINING B�4THROOM 102 � �108 � � � � �102 � �� , . 105 O '-O " x O'-0" O -O X O M�� O -O x O -O Aprd 26, 2007 O'-O" x O'-O" ?.THRO� , � I . � t ° 4p -O" x O'-O" �-��,.,a/ �� F C �� ' '��s � o� o * � LIVING ��09 �, 103 �•� BEDROOM O '-O "�x O'-O" ��' .��V� ios 4'-3° '�SF� AR�� o�-o° x o�-o�� LIVING 103 M,45TER O'-O" x O'-O " BEDROOM 4�_6 �� PROJECT: 0602 104 °�-° �� X °��°�� SAN C H EZ , o RESIDENCE -- REMODEL MOUNTAIN HAUS - UNITS 438 & 440 292 E . MEADOW DR. VAIL, CO . 8 I 658 EXISTING MAI N LEVEL FLOOR PLAN EXI STI N G MAI N N � LEVEL FLOOR PLAN SCALE: I /4" = I '-0" 0 2' 4' 8' • SCALE: I /4" = I '-0" DOUGLAS MILLER DECHANT ARCHITECTS ' SHEPHERD RESOURCES INC / AIA POST OFFICE BOX 1624 AVON COLORADO 81620 T970 949 3302 F970 949 5121 �� WWW SRIARCHITECT COM �� a . � � N"" �y,�t� � � � °�� "� � ql�� lY � � k ��ki "y A � _ � Y1 �� 1 �� ni � .J!f f � �YJ �t � 6 � �uf ,�a J. G �� *�R �. = . _ __ � __ �_ ,.m ...._ �_,.___ _ - _ __......_...._._� ...__.�,.� ,�_.. � ____ _ . mm.,.,,�_�mm�„mm m......_ ..__.___._..__ .,.�,.___-�___-_�___......�__ 1 ' ' ' I N 1 1 I ! ! I I . I ( � I I � � � ( � I I 1 ! 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PI�NEL . . RATED DOOR T �F. MEGH. RATED DOOR TO �F. MEGH. DtZ4WING5 �LEGTRIG DRAWINGS ' • M�TGH EXISTING R�GIRGUL/�TING MATGH EXISTING I '-O ' 5 '-5� " 2 '- I� " RP�NGE H15/HER GLOSET PORTIONS . �� = I �� I �� STEPPE III y3 SHOE DR�4WER ioi i s � ' 3 a�, � � � z A J - �� FURNITU OO s � 45 UNDERNE,4TH � _ � PIEGE I MP�STER 1^U"I GLOSET � � ? I _ RANGE I �— I � T�G—� J - � i DATE ISSUE � � r � � ,�.0 6 I14 � u� ��1, i I � _ N KITGHEN � L J J � SU5�4N'S O�IGE/ �� 'a `9 � WIC 114 II 09- 13-06 OWNER REVIEW 101 I �i r- � �� o (� _ YOGA RO M �R O POGKET DOORS 10- 13-06 T.O V DRB SUBMITTAL � ioi � J p III � 3 A6.0 4 • �,o, 47 114 E ISTIN G BB ES _ W I B W _� a O � ��a;: �, , ; :;, � ., , . �� , -.,., .. t ; � ,�, � � ,:,,, . � ., T.V. 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SANCHEZ � � � � � � � � � RESIDENCE � � � � � I I I � REM DEL � � � � � � � � � O � � � � � MOUNTAIN HAUS � UNITS 438 & 440 � 292 E . MEADOW DR . VAI L , CO . 81658 PROPOSED SOUTH ELEVATION PROPOSED SOUTH ELEVATION 1 SCALEI /8" = 1 '-0" ° 0 4' 8' 16' ■ SCALE 1 /8" = 1 '-0" DOUGLAS MILLER DECHANT ARCHITECTS • ` + SHEPHERD RESOURCES INC / AIA POST OFFICE BOX 1624 AVON COLORADO 81620 T970 949 3302 F970 949 5121 �� WWW SRIARCHITECT COM �� w? f i �� E! i[y6��1 � � I ��FN '{ '"� I ��k! 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( � � �f .Y � � �..1 �_ � - � -� � � � � � � �. _ _ � _ ____ � , � __ .� �. .� � I I I � � PROJECT 0602 � � I I I � SANCHEZ � __ ' _ _ _. _____-- ....-- � ' ' ` � ' R ES I D E N C E � � � � � �..� � -T { � , � � � � � � � � REMODEL MOUNTAIN HAUS U N ITS 438 & 440 � ' 292 E . MEADOV1f UR . VAI L , CO . 81658 PROPOSED WEST ELEVATION PROPOSED WEST ELEVATION 1 SCALEI /8" = 1 '-0" 0 4' 8' 16' ■ SCALE 1 /8" = 1 ' -0" � DOUGLAS MILLER DECHANT ARCHITECTS . . ' • SHEPHERD RESOURCES INC / AIA POST OFFICE BOX 1624 AVON COLORADO 81620 T970 949 3302 F970 949 5121 �� WWW SRIARCHITECT COM �� . ' 1NOTE : /�L.L PROP05ED LIGHTING FIXTURES • WILL BE SURFAGE—MOUNTED . . EQ. EQ. EQ. EQ. � —► i ; — � X Q � I r�° � ° ° __ DOUGLAS MILLER DECHANT ARCHITECTS . , "3-FORM " GLASS PANEL SHEPHERD RESOURCES INC / AIA POST OFFICE BOX 1624 s � � \\ AVON COLORADO 81620 . _ _ . � � �� \ �� T970 949 3302 F970 949 5121 � ' i � \ � � � �� ;� WWW SRIARCHITECT COM — -- —__— — — � �� - 341 � / -- - -- - ' �kl 4 � / - - � � / ° \ -- � / / � � �, ; 114 MASTER CLOSET - SOUTH 114 MASTER CLOSET - EAST 114 MASTER CLOSET - NORTH 113 MASTER BATH - WEST 113 MASTER BATH - SOUTH 113 MASTER BATH - EAST 47 46 45 44 43 42 � I �� '-6� " � �� WOOD GLA55 "3- FORM " �� L 5 -42 6 '-O " 2 4 -3 PANEL DOOR TRANSLUGENT MEGH GHASE PANEL p q q p 9 0 D 9 I 9 D I I � � � I I D � � � � � � � � WOOD d � � � D D D �0 � �0 / '� � ' WOOD I I � O � � � � � � PANELS � � � D � D D Q P � ' " PANELED � � � � � \ � � � // O � // ' � � � � � � � Q / '��; �--- �- I I � � � Q � � /% IRON � � � / � � � � � � � � / Q � // � BATHROOM � � � � � � � � - � � � � � � � � a Q � �� ;�a , � � 4� D 0 � SURROUND � OPEN SHELVES y BED WALL � i OPEN SHELVES \ BEH �D • ' � � o o D � � � � O � o�` D � U �I � \ \ PLASTER II � � � q � � � � - - - - � _ � — - - - - - - - - - , N 113 MASTER BATH - NORTH 112 MASTER BEDROOM - WEST 112 MASTER BEDROOM - SOUTH 112 MASTER BEDROOM - EAST 6 STEP 112 MASTER BEDROOM - NORTH 41 40 39 38 11 37 - - - --T�--.T- a--- -- - - _ -- � � D � � � D � � 4 � � � � � // / \ DATE ISSUE � � � � � � � �\ � I I I I 11 -22-06 CONTRACTOR ESTIMATE WDOD � � � � � O d U � // � \ I ( � � / � 12-21 -06 OWNER REVIEW PANELS � � � � � O � G � � ALTAR � � � ALTAR � // � ,� � Q � � � � �) �URNITURE � PLASTER �URNITURE PLAST�R ; � , 01 -02-07 SUBMITTAL TO HOA/T O V � � � � � � � p � I PIEGE I � PIEGE � _ _ �,\ � � � � � �� ,\ I I ❑ � � , , \ / � d 01 -31 -07 PERMIT SET U � � n � � Q � � � q� I I I I o o � � 03-06-07 PROGRESS SET � � � � � � � � p� L _ � L _ — — J 04-26-07 T O V PLAN COMMENTS 111 SUSAN ' S OFFICE - WEST 111 S SAN ' S OFFICE - SOUTH 111 SUSAN ' � OFFICE - EAST 3 �� WOOD TRIM 111 SUSAN ' S OFFICE - NORTH 110 GUEST BATH - WEST 110 GUEST BATH - SOUTH 110 GUEST BATH - EAST 110 GUEST BATH - NORTH 36 35 34 33 32 31 30 29 METAL NIGHE 4 '_6 " � �� woo� � ' � _ _ � Q � � PANELS / PLASTER - - � PLASTER � TOV PLAN � 1 WALL _� WALL I . PLASTER BUILT PLASTER BUI T- I PLAST� R BUI T�I PLASTER BUILT ' COMMENTS - IN G � � \� � � O � - IN � . � � � ° � \ EXIST6 EXIST6 EX15TG � � � � � � � April 26 , 2007 � 109 GUEST BEDROOM - WEST 109 GUEST BEDROOM - SOUTH 109 GUEST BEDROOM - EAST 109 GUEST BEDROOM - NORTH 107 108 LIVING/ DINING - WEST IRON HEARTH 107 108 LIVING/ DINING - SOUTH �O6 � zs 2� 2s zs Z4 8 SURROUND 23 WALL EXISTING PLASTER HALL WALL EXISTING WALL BEHIND q ' -6 " WALL IN �RONT � 3 '- 4 " 3 '-4 " 3 '- 4 " 3 '-4 " O� COCO MEGH GHASE BEAM WALL BEHIND =; � I '��' �9 � b � D �> � - _ - = � i i - �Q' o � � � D � � ED6E O� PLSTR � � � f � � / I I � DOUG T ER � � � � � � WALL 8 START WALL � I I � �' PA�D S � � � � � � p � n O� BUILT- IN5 ENTRY 8 � / \ � i / � _ I I � � �� B-2909 � Y � � � � � � U ALGO�/E KITGHEN � i � I I ❑ �F '� � S BEYOND ; �lis�p ARG�`� � o � � � � � � , ; � � � ❑ � d � �> � � � � ; � � � � , � � � 3 " BASEBOARD � \ / y \ I II - - � NOT USED NOT USED 107 108 LIVING/ DINING - NORTH 106 HALL - WEST PLASTER WALL 106 HALL - SOUTH 106 HALL - EAST 106 HALL - NORTH Woo� STAGKED pROJECT 0602 22 2� 20 � g � s � 7 � s TRIM ELE�/ATION T° T" SANCHEZ LAUNDRY GOLUMN BUILT- IN ,, p � , �, - � o � RESIDENCE � � , , � o a � , / TO � � ENTRY KITGHEN R E M O D E L � • � � � � � � � / � O � BEYOND BEYOND � � � DW NG ROOM � � � a � � � P WALL R . o o � � MOUNTAIN HAUS � � ` p � �) � UNITS 438 & 440 . � � � � (� � � � _ p � � d 292 E . MEADOW DR . � 2 '- � 2 " VAI L , CO . 81658 104 LAUNDRY - WEST 104 LAUNDRY - SOUTH 104 LAUNDRY - EAST 104 LAUNDRY - NORTH 103 ALCOVE - WEST 103 ALCOVE - SOUTH 103 ALCOVE - EAST 103 ALCOVE - NORTH 102 KITCHE - WES 102 KITCHEN ISLAND - NORTH 15 14 13 12 11 10 9 S 7 6 5 a8 � „ INTERIOR . 5 „ �� 6 5 �� 4 - 48 6 6 �Q EQ EQ 8 WOOD PANELED SH� LVES � '� , ' � 0 0 D D � � D 0 � � � � � _�� o ELEVATIONS �� Q � � � � \ 9 �} N 9 ,� � ' _ = O / � � D4D � O � � qO � � � � � D D ° POODS Do _ _ � 9 d � � o � � � � � D ' OPEN � � D � � � � O 9 AL T�v� O � O q � _J _ a � o 0 0 0 � o � ° 0 0 � � -- � � � � � � � � ° o0000 � LAUNDRY � � _� � \ 4� � � � � � � O � FIR� PLAGE ° � q O \ / ; �— -- - __ - -- � � � � � d � � �/ I RON _ �� _ � �cv � ' \ / p p �q � \ i � � � � Q � � � � SURROUND 3 � 9 � � � \ -04 WOOD WOOD WOOD WOOD WODD . a 102 KITCHEN - EAST 5 107 108 LIVING/ DINING - EAST TRIM 4 102 KITCHEN - NORTH PAN� LS 3 101 ENTRY-WEST TRIM PANELS TRIM 2 101 ENTRY- EAST � 101 ENTRY- NORTH � 0 2' 4' 8' � • SCALE 1 /4 " = 1 ' -0" �� DOUGLAS MILLER DECHANT ARCHITECTS • • SHEPHERD RESOURCES INC / AIA POST OFFICE BOX 1624 AVON COLORADO 81620 T970 949 3302 F970 949 5121 �� WWW SRIARCHITECT COM �� ' 11 DATE ISSUE 11 -22-06 CONTRACTOR ESTIMATE 12-21 -06 OWNER REVIEW 01 -02-07 SUBMITTAL TO HOA/T O V 01 -02-07 CONTRACTOR WDW ESTIMAT 01 - 18-07 OWNER REVIEW 01 -31 -07 PERMIT SET 04-26-07 T O V PLAN COMMENTS WI N DOW TYPES TOV PLAN 2 SCALEI /4"= 1 '-0" � COMMENT April 26, 2007 �� F C �� v� �Q' 90 `� DOUG LER � .� T ,d� r -2909 „ � v � F�,S�D ARG�� DOO� SG +� � DUL � # Letter Location Type Dr Matl Dr 5ize - WxHrT Fr Matl Detail5 Hdwr Remark5 DOOR NOTES 20 MIN �) GOORDINATE THIS SGHEDULE WITH � LOOR PLANS, BUILDIN6 ELEVATIONS, BUILDING 101 A ENTRY - - - - 3 '-O " x 6 ' -8 " x I 3/4 " - - D7 X EL � IRE SEGTIONS AND DETAIL MANUAL FOR HEAD HEIGHT, LOGATION, 51ZE, OPERATION 8. RATED DETAILS OF DOORS PROJECT 0602 2) "Dr Size - WXHXT " DOES NOT INDIGATE fzOUGH OPENING DIMENSIONS, IT ONLY 101 B ENTRY I WD PR 2 '-O " x 6 '- 8 " x I 3/4 " WD D7 X GLOSET DOUBL � DESGRIEES THE 6ENERIG 51ZE OF THE DOOR, UNO SAN C H EZ IOq A BEDROOM I WD 2 ' - 10 " x 6 '-8 " x I 3/4 " WD D� X PRL - - 3) ALL EXT� RIOR DOORS TO REGEIVE WEATHER-STRIPPING, THRESHOLDS B DOOR I 10 A BATHROOM I WD 2 '- 4 " x 6 '- 8 " x I 3/4 " WD D7 X PRL - - BOTTOM SEAL , UNO R E S I D E N C E I10 B BEDROOM I WD 2 ' -4 " x 6 '-8 " x I 3/8 " WD D7 X PRL - - LEGEND (REFER TO AO I AND BELOW) R E M O D E L SUSP�N 'S TRI -SLID BM BY MANUFAGTURER . I II A OFG I WD 3 C� 3 '- 2 " x 6 '- 8 " x I I /4 " WD D� X M, PGT, PA55AGE POGKET GW GLAD WOOD . GL GL05ER III B 2ND ENTRY - - - - 3 '-O " x 6 ' -8 " x I 3/4 " - - D� X EL 2OREN KP K GK PLATE �G� MOUNTAIN HAUS � RATED M MULTI - DOOR UNIT MASTER , „ , „ � � _ PGT POGKET DOOR U N ITS 438 & 440 I12 A B�DROOM I WD 2 -8 x 6 - 8 x I 3/4 WD D7 X PRL - PL PA55AGE LATGH PR PAIR 292 E . MEADOW DR . I13 A MASTER I WD 2 '-4 " x 6 ' - 8 " x I 3/4 " WD D�7 X PRL - PH PAhIG HARDWARE BATH RBG ROLLER BALL GATGH VAI L � CO . 81658 ' 113 B MASTER I WD 2 '-O " x 6 '-8 " x I 3/4 " WD D7 X PRL - - 5DT 51N6LE DUMMY TRIM BATH TT THUMB TURN 114 A GL05ET2 - - 2 '-O " x 6 '- 8 " x I 3/8 " - - D� X EL POGKET DOOR & WI N DOW SCHEDULE & TYPES DOOR TYPES 1 SCALE1 /4"= 1 '-0" ■ . DOUGLAS MILLER DECHANT ARCHITECTS � � SHEPHERD RESOURCES INC / AIA j POST OFFICE BOX 1624 AVON COLORADO 81620 T970 949 3302 F970 949 5121 �� FLOORING OF UNIT ABOVE yy �y W , S R I A R C H I T E C T C O M TRIM 2�" STONE GONGRETE TOPPING �N _ a ° _ bxb � WELDED-WIRE FABRIG (W.W.F.) SUSA�N 'S OFFIGE � �� 8" PRESTRESSED LIGHTWEIGHT � YOGA ROOM a ' d GONGRETE GORED 5L�4B5 a a ° a d � 4 d '� d EXISTING ° a ° e / W�LL DOOR r� . �" HAT TRAGK AS FURRING GH�4NNEL / a a �j _ � � �" GYPSUM WALLBOARD �� t�l u�la� _ 2 - � <t 2 _ I '-O " O. . �" Lf�TTIGE STRIPS � 8 " GYP SD. � " PERPENDICULAR WOOD B X BEAM PLAN 4 : � SHOJI DOOR �� EXIST . WALL PLASTER TO WOOD TRIM SCALE I I /2�� = � �-o�� (OPTION �B�, II 8 6 . • SCALE. 3" = I '-0" SCALE 3" = I '-0" , FLOORING OF UNIT ABOYE 2�" STONE GONGRETE TOPPING -1N — a ° _ bxb � WELDED-WIRE FABRIG (W.W.F.) — �� — DATE ISSUE � 8 " PRESTRE55ED LIGHTWEIGHT a a d GONGRETE GORED SL/�BS O4-26-07 T.O.V. PLAN COMMENTS d a 4 Q � d 4• Q � d d 4 4 rlaJ • d a �" HAT TRAGK AS FURRING GHANNEL IOXC L�TTIGE _ � - 2 - �" GYPSUM WALLBOARD � �jXq. PLASTER FIN15H OVER DRYYVP�LL �� - 2 _ I '-O " O.G. �" LJ�TTIGE STRIPS PERPENDIGUL,4R � ��C.�J� Gf�� WRAPPED W�`�D BOX BEA�M 8tl � �4 �� BOX BE?�M � l N.��.�5 a2 � c_c-- �IO �DS 3 " WOOD TRIM WOOD PANEL +a'r� � �, �.� G.� I�S ,4 /� ��"�' J�2. m �� 803 .�- • ( WOOD PANELS PERPE N D I C U LAR W O D B �X BEAM 3 TOV PLAN SCALE I I /2" = I '-0" (�6PTION 'A') • LINE OF STUD>tDRY 3I4�� DARK C O M M E N T WOOD TRIM . . Aprd 26, 2007 FLOORING OF UNIT ABOVE 2�" STONE GONGRETE TOPPING QF (; p� a ° bxb � WELDED-WIRE FP.BRIG (W.W.Fa �Q'�� O�Q,9O -1cv — — — — N a 8 " PRESTRESSED LIGHTWEIGHT � ° a � a GONGRETE GORED 5LAB5 � DOU NTL,LER � a� a r -2909 � � U r� ° a � n a ° �" H�4T TRAGK fi�5 FURRING GHANNEL �F� �•t� _ � �" GYPSUM WALLBOf�RD s�� AR�� u�laJ 2 '-O" O.G. ��L�4TTIGE STRIPS Q _ PROJECT: 0602 r � � SECTION DETAILING HOW NEW SANCHEZ CEILING LATTICE ATTACHES TO EXISTING RESIDENCE 2 REMODEL SCALE• I I /2" = I '-0" MOUNTAIN HAUS UNITS 438 & 440 ' / 292 E . M EADOW D R. � FLOORING OF UNIT ABOVE VAI L� CO . 8 I 658 2�" STONE GONGRETE TOPPING � �� TRIM °�c� _ a _ �..,� _ ° _ bxb � WELDED-WIRE FABRIG (W.W.F.) � 8" PRESTRE55ED LIGHTWEIGHT SUSAN'S OFFIGE � a A d � a GONGRETF GORED 5LAB5 � YOGA ROOM - dJ d aa D ETAI LS EXISTING � � � a a / WP�LL DOOR / 3 " WOOD EXISTING GEILING FINISH BASE TRI M SECTION I �� ENTRY TO ALBERTO ' S OFFICE SECTI � N OF EXISTING FLOOR/ CEILING . 5 I � SCALE I I /2" = I '-0" SCALE• I I /2" = I '-0" . DOUGLAS MILLER DECHANT ARCHITECTS � GENERAL NOTES SHEPHERD RESOURCES INC / IA ' POST OFFICE BOX 1624 1 . L 1 VE LOADS USED IN DES IGN: A . ROOF SLOPE 3: 12 100 PSF ��, d''' AVON COLORADO 81620 B , TYP ICAL FLOOR (RES IDENT IAL ) 40 PSF " �'�� T970 949 3302 F970 949 5 I 2 f , � , , , � C , LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE , WWW . SRIARCHITECT . COM `�� D , CODE USED IN DES IGN: INTERNAT IONAL BU ILD ING CODE , 2003 ED IT ION , 2 , TESTING , INSPECTIONS AND OBSERVATIONS: A . THE STRUCTURAL ENGINEER DOES NOT PROVIDE INSPECTIONS OF CONSTHUCTION , ❑ O STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF THE � � CONSTRUCTION ; SUCH OBSERVATIONS SHALL NOT REPLACE REQUIF2ED INSPECTIONS BY THE GOVERNING AUTHORITIES OR SERVE AS " SPECIAL INSPECTIONS " AS MAY BE REQUIREO BY CHAPTER 17 OF THE INTERNATIONAL � BU I LD I NG COD E , B , THE FOL �OWING WORK SHALL BE INSPECTED BY THE SPECIAL INSPECTOR UNLESS I�� , ; ' I SPECIFICALLY WAIVEO BY THE BUILDING OFFICIAL . � � , , � � - ; ' �J� � � 1 , STEEL CONSTRUCTION � �7 .� � � � �J I ',-_ _� ` { o , ALL WELDING SHALL RECEIVE CONTINUOUS SPECIAL INSPECTION 0 � EXCEPT THE FOLLOWING; a 1 . WELDING DONE IN AN APPROVED FABRICATOR ' S SHOP iN ACCORDANCE WITH SECTION 1704 . 3 . � ° b . THE SPECIAL INSPECTOR NEED NOT BE CONTINUOUSLY PRESENT O DURING WELDING OF THE FOLLOWING ITEMS , PROVIDED THE MATERIALS , WELDING PROCEDURES AND QUALIFICATIONS OF WELDERS ARE VER I F I ED PR IOR TO THE START OF 1MORK ; PER I OD IC INSPECT I ONS ARE MADE OF WC)RK IN PRO!�RESS; AND A V ISUAL INSPECT ION OF ALL WELDS ' IS MADE PRIOR TO COMPLETION OR PRIOR TO SHIPMENT OF SHOP cV Q � WELD I NG . � ,', , i • , � _ ' 1 , SINGLE PASS FILLET WELDS NOT EXCEEDING 5 / 16 " IN SIZE , / x O - 2 , WELDED SHEET STEEL FOR COLD FORMEQ STEEL FRAMING � �� . - c . VER I FYMWELD F�I LLERSMATERSAL �D JNFSTS . A P O ��j � � � , S CO ORM TO W5 S ECIFICATIONS AND � ; MANUFACTURER ' S CERTIFICATE OF COMPLIANCE IS REQUIRED . d . VERIFY STRUCTURAL STEEL MATERIAL CONFORMS TO ASTM STANDARDS � SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS AND � � MANUFACTURER 'S CERTIFIED MILL TEST REPORTS . . e . PERIODIC VERIFICATION OF HIGH STRENG7H BOLTS , NUTS AND WASHERS 52- I FOR CONFORMANCE TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS AND MANUFACTURER ' S CERTIFICATE OF COMPLIANCE , DATE ISSUE 3 . STRUCTURAL STEEL 01 -02-07 HOA ISSUE A , ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT WIDE FLANGE BEAMS WH ICH SHALI. CONFORM TO ASTM 992 , ( 50 KS I ) AND EXCEPT P IPE COLUMNS V1F-I ICH 01 - 1 - 7 PERMIT ISSUE SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS TO ASTM A500 , GRADE B , LATEST EDITIONS . STEEL SUPPLIER MAY PROVIDE ASTM A572 , GRADE 50 AT HIS OPTION . MISCELLANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL . B . STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE LATEST PROVISIONS OF AISC "MANUAL OF STEEL CONSTRUCTION . " C , ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELOING SOCIETY STANDARD QUALIFICATIONS TESTS AS OUTLINED IN AW5 — D1 , 1 , � D , MINIMUM WELDS TO BE PER AISC TABLE J2 , 4 BUT NOT LESS THAN 3 / 16 �� CONTINUOUS FILLET UNLESS NOTED OTHERWISE , E . PROVIDE TEMPORARY BRACING AND PRECAUTIONS NECESSARY TO COMPLY WITH ALL STEEL ERECTION STANDARDS AND TO WITHSTAND ALL CONSTRUCTION AND /OR LATERAL LOADS UNTIL ALL FIELD CONNECTIONS ARE COMPLETED AND PERMANENT LATERAL SYSTEMS ARE IN PLACE . 4 , NON - SHR I NK GROUT A . NON - SHR i NK GROUT SHALL BE PROV I DED : 1 , BETWEEN COLUMN BASES AND CONCRETE OR MASONRY SUPPORTS . PERMIT 2 , GROUT SHALL BE COMPLETE AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 6000 PSI PRIOR TO ADDING BUILDING LOADS ABOVE , ` --- 5 , 1M�OD A . ALL FRAMING LUMBER SHALL BE DRY DOUGLAS FIR � LARCH , GRAOED BY WESTERN � W�DOD PRODUCTS ASSOCIATION AND CONFORMING TO INTERNATIONAL BUILDING � • CODE AS FOL �OWS: � � � � � � � � � /� � � � � � I � � I ` ��e j._. � � January 31 , 2007 2 " TF-IICK — 4 " TO 6 " WIDE ( WALL STUD ONLY ) STUO Fb = 700 P51 _ 2 " TO 4 " THICK — 6 " AND WIDER NO . 2 Fb = 900 PSI � � � I � � � � � � � ` � � � � � - 5 " THICK — 5 " AND WIDER NO . 1 Fb = 1350 PSI I �1 I NOTED ALLOWABLE STRESSES ARE M IN IMUMS AND FOR NONREPET ITVE USES PR IOR TO I/4" = 1 '-O" ALLOWABLE STRESS INCREASES . B , FASTEN ALL W1�OD MEMBERS WITH COMMON NAIL � ACCORDING TO THE IBC SCHEDULE TABLE 2304 - 9 . 1 UNLESS NOTED OTHERWISE . 6 , NON - STRUCTURAL ELEMENTS A , ELEMENTS SUCH AS NON - BEARING PARTITIONS , ETC . ATTACHEO TO AND /OR L8X4X1/2 STEEL SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECT IONS AND P�NGLE BOTH 51DE5 3" WELD LEN6TH5 OTHER STRUCTURAL MOVEMENTS , oF GMU wALL WITH aT � �-O'� SPAG� N6 8 " BEARING EAGH B . FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHALL BE PROVIDED AND SHALL MEET Eh1D. WELD TO H55 ALL CODE REQUIREMENTS FOR THE TYPE OF CONSTRUCTION SPECIFIED BY THE BEAM I/2 " � THRU-BOLT ARCHITECTURAL DRAWINGS . STRUCTURAL STEEL MEMBERS SHALL BE CONSIDERED AT EAGH GROUTED UNRESTRAINED UNLESS NOTED OTHERWISE . g�� GELL 7 , GENERAL A , ENGINEER ' S ACCEPTANCE MUST BE SECURED FOR AI. L STRUCTURAL SUBSTITUTIONS . FULLY GROUT 0 0 0 - E)CISTING GMU PROJECT: 7214 B . WATERPROOFING , VAPOR BARRIERS , ETC . , SHALL BE AS SHOVbN ON THE _ _ _ GELLS 3'-O" - - - - - - - - - - - - - - - - - - - - - - - ARCHITECTURAL ORAWINGS AND AS INDICATED IN THE SPECIFICATIONS , - - - - - - - - - - - - - - - - - - - - - - EP.GH SIDE OF � OPENING SAN C H EZ C . ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD AND i ARCHITECTURAL � RAWINGS . - - - - - � RESI D E N C E - - - - - - - - - - - - - D , CONTRACTOR SHALL VERIFY ALL ASSUMED EXISTING CONDITIONS , IF CONDITIONS i i . ARE DIFFERENT THAN ASSUMED � NOTIFY ENGINEER , H55 IOX8X1/Z i i STEEL BEaM FUL � � � - REM D � PEN . � � , i i . H55 8X8XI/2 � � MDUNTAIN HAUS � 3/4" X 8 " X I '-2" . STEEL B�.SE PLf4TE � � W� TH n,- ��2 �� m x 6 �� ; ; UNITS 438 & 440 EPDXY ANGHOR i i �� 292 E . MEADOW DR. • I/2 MINIMUM I � NON-SHRINK GROUT � � EXISTING ' ' � 2 " ' VAIL, CO. 8 I 658 _ 2 I/2 " GONGRETE i i TOPPING i i I a e • S a : _ r � '� v � ^ i ` � � * ' � • r. • � � � � e +� ' �=,. ' � � ' , t ..,. • 1. �� J�`w < <' , � � � ° �• x * � ' ' ' . r' � � � � , lr � . ' _ ' � � � � � � � � " � MAI N LEVEL 'a< , . FLOOR PLAN � a � � 0 N EXISTING NOTE : GUT IN BOTH L8X4XI/2 ti PRESTRE55ED ANGLE5 PRIOR TO REMOVING °o GORED SLAB GNN FOR PROPOSED OPENING � rn N � � 0 2' 4' 8' � � � � � f Ol�l 1 � � � . � � �� _ �� , - � ° SCALE: 1 /4" = I '-0" � , m 0 . � 0 ¢ U . g S � . C� �n � ra l 1"�echa n i ca l Sp � c i f i ca t i ons System No1U-L-��32 L Ulall Assembl�. - The 1 hr flre rated 9ypsum �� N Cxe�era I September 01, 200�t wallboard/atud well aseembly shall be � � � � �� r � � � N F Rating - 1 Hr constructed of the materta Is and in the manner � � � Q u, � �� C �..I, � � � I � ;,r; °V. ti ,"A�} ' � � T Rating - 0 Hr apectfTed Tn the Tndividual U300 or U�00 �— � � 1. Immediately notify the engineer of a �y discrepancies. s�r� wan a►,a Pe�trtro►, ��rg►,8 r►, +� ui �r�e , ' Reaietance Dtrectory and shall Tnclude the , ,��xx;�,r�.o W N � following constructTon eeatures; SYl'1, DESCRIPTION G,4PAGITY ELECTRfC MANLl�. E MODEL REMARKS '" � � � � 2 . Do r�ot scale drawings. Yerify dimensions in field prior to commencement of work � �Q ,4. uda - Wall fYamin9 shell consist of eTther - ° � � (`� � wood or ateel studa. Wood studa to consist of Z00 BTUH/LF, ll0'F AWT 3. t is the inte�t of these drawir�gs and specifications to establish a standard of c� ualitc�. The engineer reserves nom 2 by 4 Tn. lumber apaced max ib Tn. OG. �B _ � B,4S� �30,4fi�D SLANT/FfN H-3 E�EMEN7' �,..�x,:£;7.;�,:m � �- • -� the right to tak�e exceptions to approve methods and materials not reflected herein. s+.�i 8t�,as to be mr►� 3- i� r�. Wrae a�,a Bpa�a 3i4° GOPPER, 48 FINS/LF 83 _�2 ,�,�7;_, ,,,, � � O � � max 24 in. OC. 1 CxPM MULTI /P�4K SP> ` � � U � 3B 3A ELECT� IC iZ,4D Ir4NT �� w,aTrs P�R sF. WATTS HE/�TWAI' coNTtz,acroR ro veRiFY � �"�"t=��`� � , , 6� � . ailure to order, or release order, for materials and/or ec� uipment will r�ot be accepted as a reason to B- Cs�paum Board• - one layer of min 5/8 in. � �� _ � 12 �� substitute a lternate materla ls, ec{ uipment, or 1�1Stc'� I � c'ltlOt'I T11t°t�'10GIS. thidc wallboard as required in the TndivTdual �..E�,4T NE,4TUJ� AV� SIZE AND LAl'oUT � � � UJall and Pertttion Deatgn. Max diam of opentng � ta l In. ; '• �t ��,,�;�p � � � � � - �. � � \ . . W 5. l.Uork shall be performed i� a workmanlike manner to the satisfaction of the architect � the engineer. � X w � 2_ Steel vent Duct - Nom 6 Tn. diam lor amaller) HH A � � � Z t No. 28 gauge (or hsavTer) galv ateel duct to a Sf4, , �o. Labor, materials, and equipment shall conform to the latest applicable editions oF local, State of Colorado be Tnetalled eTth�er concentrTcally or , � � � � � Z � eccentrtce l ly wtthTn t#�e ftrestop ayatem. ,4ri � � f � I �� f � t , y � � w and National Codes and ordinances. If co� flict between those publications exists, the most stringer�t requirement annular space oPmin 0 Tn. lpoint contact) to ' a– i I I � � � � � �� C � � � u, � � � W � � S�'1c'� II c'1ppIC�. max 1 in, fa required wTth(n the FTrestop system. � � .— _ 2 Duct to be rTgTdly aupported on both aides ' Y � � � � � ot' wall a8sembly. g�. USE LOCATION � INfSH .4CG. MANU�. � MOpEL REMARKS 1,,�'' � � O . The drawings show the intent of the mecha � ical systems but do �ot show all details rec�uired. It is the respons ibi Iity of the cor�tractors to insta ll complete � operable systems, which conform to the manufacturers ° 3. Fill.Vofd or Cavity Material• - Caulk or � l, . � r � ��-��:y��„";,�,��' � X � ti Sealant - Mfn 5/S fn, t#�icknesa of fTll material � � O � Z insta lations 1�1St1"UCtlOf15 � indus t r y s t a n d a r d s. 3 B app lted wtthfn annulus, flush wTth both aurfacea � of wall assembly. At the potnt contact locatton C��Rj�_ T � �'us DOUBLE DEFLEGTION BL,4D�S � A �g between duct and wallboard, e mrn 1/Z in. diam � SUPPLI' UJALL /CEILINC� �� ARC�. O•S.D . 2 - � �Q � N � 2 RL "�'"� " ` � � c!J � 8. t is the cor�tractors ° and ma �ufacturers ° responsTbTlity to assure themselves that the code authorities will bead of aealant shall be applfed at the ,,,,�,�„ .� , SECTfON A - A wallboard/duct tnterface on both surfaces of ��++�� r, � � approve any product to be installed on the project. B COOi�p . TITUS � � wall assembly. O RETURN UJALL /CEILfNC� O.B.D . � � � I� I� GT T � i�OUC� � P� N � Ti�,4Tf ON UJ/ ,4RCN. 23 RL �� 9. Coordinate architectural, structural, electrical, landscaping , fire protection, and interior design drawings with 3M COMPANY - GP-25 WB+ rrautkor FB-3000 �� Z mecha � ical drawings prlor to installation. NO SC,4LE urr Beaie"t ,�.,_3,, � w O � � � •Bearing the UL Glassiftcatton Marking � lm. Offset pipi�g, ductwork, etc. as necessary to accommodate structure, beams, columns, and exlsting equipment. seal � 1. �oor Assemblu - Min 4-1/2 Tn. thick � � � t � �� l..' O� I � � � � r O� � � � � � � � � Q R G/S � System No. F-A- 1002 Iightweight or normal wetght (100- 150 I I � � ,' •-. �, 11. Contractor must carefully verify electrical service voltage and phase available. �t 23 2�4 . o� A'�O':�'S' � • pcf) concrete. Max area oP openTng CForm�ly System No. 182) 192 sc) in. wTth max length of 24 fn_ and � � . � `� � F Rating - 2 Nr max wTdth of 8 tn. � �y � d � �er110de1 � DeT110litiOn T RatTng - m �-!r FIXTIJ R E A B R E V I,4 T I O N H W G W W A S T E V E N T ; `+�� ; 0 L R a t ing A t A m b ient - 2 G F M/ac� ft 2. t e - ldom 4 tn, diam Cor amaller) '� W L Rattng At �0 F - Lesa Than 1 CFhf/sq ft Type L Cor heavTer) copper tubtng '�/ 2 . Provide mecha � ica I demolition rec� uired. Refer to architectura I demolition drawir�gs for location and extent W Rating - Clasa i �see it� �� Schedule I0 (or hsev�er) ateel ptpe, W,4TER CLOSET I�LUSNMET •��'••.....••''\' � � of demolition rec� uired. Visit site prior to bid to determine extent of work involved. Provide labor and � � steel conduit or steel FMT to be ER 7ANK) W.CFM. - - - �� 3 �� 2 �� f�� materials as required to maintain and/or restore continuity of service to existi+�g SC�St�I'IS . installed wtth a mtn clearance of 1 Tn. � and a max clearance oP 2 tn. Prom the WATER GLOSET ( lb CsP� CxR41/� 71') t1J.C. �/� �� 3 „ 2 „ � � (L/ sides oP the tMough openTng. A mTn - ' - z = 13. In as much as design for remodel and/or rehabilitation recjuires that certain assumptions be made regarding � 2 separatton oF I tn. shall be malntalned Q � 4 between adJac�t prpes, Prpes to WATER CLOSET C35 GcP� CxR,qVf TY) W_G3S �/2 �� 3 �� 2 �� xisting conditions and because some of these assumptior�s cannot be verified without destroyir�g otherwise be r(9tdly aupported on both atdes � Z adec�uate or serviceable portions of the buildin g . The en gineer canr�ot assure t h e o w n e r o r t h e c o n t r a c t o r t h a t of floor assembl y. � O Q ,4 URINAL CBLOWOUT) UR_ g � �� 2 „ i i/2 „ N � t e pro fessiona l consulting services herein encompass al ! contir�gencies. Field coordination during construction . • � � - 3. Packin� Material - Min 1 rn. thrck u � � � is imperative. Co�tractors bidding this work must make reasonable allowa �ces for unseen conditio�s. • -� - } mineral wool batt meteri8l TnsulBtion Q • �Q �� ° • „ ,a Ftrmly packed tnto openrng as a URINAL CWASHDOWN) UR- W - - - 3/�. �� Z �� d' O O permanent form with its top surface � � � � 14. Field verify locations of all existing piping , equipment, duGtwOrl�, etG. � - recesaed mrn 1 tn. +�om top surPace oP � Floor. L�4V,4TORY LAV. 1/2 " 1/2 " 1 1/� " 1 1/2 " rTl p� � �r �r� -�r � p 5. Be respo�sible to field verify exlstTng ec.� uipment or ductwork remair� ing to be recon�ected to �ew or 2 3 4. Ftll.votd or esv►ty Materfals• - SERVICE SINK QQ cQ Gaulk or Sealant - Applled to £ill S.S. 1/2 " 1/2 " 3 " 1 1/2 " � � existing systems . Provide ductwork, piping , controls, di �'fusers, etc., as required to restore continuity to � through openTng to a mTn depth of I M w A Z � Sc�StemCs � tny fluah wrth top sureace oF Floor. MOP SERVECE BASIN � � M.S.B. 1/2 " 1/2 �� 3 �� 1 1/2 �� O � p 16 . All ductwork, diffusers, and ec� uipment shown on this plan are r�ew, except where noted. SEGTION ,4 - A 3M COMPANY - GP 25U1B+ caulk or O � � FB-3�ID WT aealant. DRINKINCs FOUNTAIN / E.W.G. _ _ �� „ � �� „ � (The W Rattng appltea only when DF. � O � 1�. ,411 new ductwork, i i� �B-3mmID wr rS �eaa p p ' g , ec�uipmer�t, etc. is shown with dark lineweight. ,411 existir�g ductworl� piping , ec� uipment, KITCHEN SINK WITN DISPOSER KS. W/C�.D. � p.W_ 1/2 �� /2 �� etc. is shown with light lineweight. •BeerTng the UL ClaeaifTcatTon 1 1/Z > >/2 � w� 1"« T� L ( G fi� lfi�� T � i�OUC� � fi�� 1�lETfi��4T101�1 Marktng =1 }- BAtHtUB / SNOWER TUB. 3/4 " 3/4 �� 2 �� 1� p 18. Pipes, ductwork, equipment, etc. to be removed, are shown hatched. NO SC,4LE �2 m Z O O 0 � l d CLOTHES W,4SHER ROUGcN - IN C.W_RI. 1/2 1/2 2 � �/2 -1 � �� M..�� .4 - 9. existing support rods and straps r�ow supporting ducts, pipes, air tubing, electrical conduit, etc. that are � removed to allow room for ir�stallatio� of �ew ec�uipmer�t shall be relocated and reinstalled, or replaced if 5 �� SIZES SHOU�1 A� MMIMUM PIPE SIZES TO A SITJCsLE FIX1URE. � O 0� �� TOP OF CsRILLE TO H.41/E ,4 MINIMUM PIPE SIZE TO 2 OR MORE FIXN�S IS 3/4". � � 'U amaged. ,qppJ�pk MINIMUM OF 24 SQUARE INGHES OF ALL FIXTURES LISTED ARE NOT NECESSARILY USED ON THIS PROJEGT. � ? wa�.� U � � FREE ARE,4 PER LINEAR FOOT OF 20. Cap all demolished and abandoned duct take - offs at trunk duct. 8�4sEBO,4izp, rT1 � z � � � �� 4 [1 � � 2 . New hot a �d cold water bra �ches to be routed from nearest hot water and cold water of line size equal to � � _ „� �� 1� � � � � 1� f � � � � � � �l w °' '� or greater t an new branch � typica I. � � � MAX (nsulation U � (K Z N W � SOLENOID VAL1/E --� I �-- PIPE UNION � W � Z � XISTINCs BASEBOARp ELEMENT. ---�Q-- �,qTE V,4LvE N 22 . fnsulate al ) r�ew heatir�g water, domestic hot water, domestic hot water recirculation, radiant floor Cmains and - - - DoMESTIG coLD WATER CDCW) � runouts to areas being heated ) ar�d snowmelt i in Cma ins ar�d runouts to areas being heated � with U.L. B�,ac�r To su�oRr BB- �. --I�I-- CHEGiG YALVE W � p ,p . g - — DOMESTIG NOt WATER CDI-IW) _ _ approved, white, all service, glass fiver, snap - o�, 1 °° thick on mains and Yz" thick on runouts, pi pe insulatio+�. �— 8,4�.� v,r�� 1 4� _ _ _ � �- D O M E S t I C H O t W A T E R C W/ 7 EMP) O n s u l a t e f i t t i n g s w i t h g l a s s f i b e r b l a n k e t i n s u l a t i o n a n d premo l de d P V G covers. Provide deduct alternate price � w O to insulate with ,4rmaflex. �1 5 PLtJGc OR BALANCINCs vALvE - - - - - D O M. H O T W A T E R R E G f R G C D N R) N � O P E N I N C x A T B O T T O M O F � C I R C U I T S E T T E R V A L V E (W I T H C x P M) v P L U M B f N C� V E N T P I P E � W = � 3. I n s u l a tio� for a l l t y pes o f p i p i n g s h a l l b e c a r r i e d f u l l s i z e t h r o u g h p i p e h a n g e r s. E NG LOSURE To HAvE A MINIMUM �w � OF 24 SQUARE INGH E S O F F R E E �— DRAIN V,4LVE W UJAS7E PIPE i i n ,4REA PER LfNEAR FoOT oF �R �"�— MEDILIM PRESSURE CsAS l2 PSICs) W � BASEB0�4Rp. � STRAINER W/ BLOW-OFF VAL1/E s — Issued For ? w �i SANITARY SEWER PIPE � 24. pomestic Hot, Gold � Recirculation pi pin g inside building � Buried line s typ e 'K' c opp e r water tube, wrought �_ � z O ST S70RNf DRAIN PIPE No_ Date Comment w � copper ittings and 1100� solder. Non - buried lines, type 'M ' copper water tube, wrought copper fittings and no FLOOR TEMP CONTROL YALVE CZONE YALI/F) 1 �/25/0� CONST c — srCOF� — STORM DRAIN OVE�LOW PIPE RU TION = ead solder. Provide alternate pricing for P�X tubing Cno oxyger� diffusio� barrier necessary ). � PRESSURE REDUCINCx VALVE p� S�— SA�ETY RELIE� V.4L1/� 'd' COMPRESSED ,41R PIPE � _ 25. Waste � Ye�t piping inside bullding : CL� STOM � ,4S � � O ,4R[� � NCL. OSL� �� SC � � I„I,� TIC ,- V AIR VENT —�'�— HE.4TINCs WATER SUPPLI'/RETURN m p . NO SCAL � O —��— GHILLED W,4TER SUPPLI'/RETURN � � UJaste lines above ground � Standard weight, C.I . soil pipe, and fittings, or hubless, C.I . soil pipe and —.Z_ PRESSURE -tEMPERATURE TAP } 4 ittings. Up through 2 - 1/2 " may be standard weight, galvanized steel pipe with black, G.f. drainage fittings. —�FS�— LOOP FIELD SUPPLY�RETURN � � � PUMP —srtsiR— SMOWMELt SLIPPLI'/RETURN � � ,411 Ulaste and vent piping above grade may be DU1Y copper pipe and fittings using 50 - 50 solder. 35. Provide 1/4 " galva � ized mesh screen on all combustion air ducts or openings. ,�, � � � PUMP WITH INtECsR4L GNECK VALvE - DOMESTIG W�4TER MAIN PIPE Z � 36 _ Sea l a ll ductwork joints and vapor barrier penetrations at a II exterior wa Ils. �� PRESS. C:,4tJCrtE W� PICrt T,41L � COCK —� I NORIZoNTAL GL�ANOUt � p 6 . Heating Ulater piping � Pipir�g may be type 'K ' copper for all buried lines using wrought copper fitti�gs and � 1100'F solder. For �or� - buried i ir� , t e 'M ' co er, wrou ht co er fittin s and no lead solder. � U _ p p g �p pp g pp g ' 3�f. Provide backdraft dampers at any and a II ductwork penetrations throu h exterior wa II_ �'� THERIytOMETER —� vERTIGAL GLEANOUT � � g �, �a . Gopper pipe Va Ives and Specia lties : Q �R QT THERMOSTAT � FLOOR DRAfN � � 38. Provide turr� i�g vanes ir� all mitered rectangular elbows. QQ HUMIDIST,4T Q EG2UIPMENT RoOM pR,41N � O C-cate Valves : 8ronze, Glass 125, 2ID0 Ib. W.O�x. Q S E N S O R Q FIRE - SMOKE D�4MPER � � B a l l Y a l v e s : 8ro�ze, G lass 1 2 5, 2 00 l b. U1.O.Cx. 3 9. ,4 1 1 duc twor k or sur faces which are visible behind a grille, re gist e r, o r d i f f u s e r s h a l l b e �i s � � pain te d f lat b lac k. � PRESSURE SENSO R Q S M O K E D A M P E R z U e c k Y a Ives : Bro�ze, G lass 1 2 5, 20ID lb. W_O�. � w 8 a l ancinc� Ya lves : 1 2 5 psig w.p, for 250'F service tight shut - off, Q GARBON MONOXIDE SENSOR � FIRE DAMPER � z co Illi�ois dual - purpose, balancing /shut - off valve, Hoffman, Sarco, or e c� uivale n t. �ID- �411 dryer vents and bathroom exhaust ducts from fan/li ght fi x t u r e s s h a l l b e 4� °° g a l v a � i z e d A M E G f-�A N I C A L w w roun d Cun less noted otherwise ). n AG2UASTAT � 1 � EXNAUST �AN ON R O O F SCNEDULES � w � V � �j WITH pUGT THRU ROOF 2 8. R e f er to Fix ture Connection Schedule for pipe sizes to individual fixtures. Fs FLOW SWITGH ` S C N E M�4 T 1 � W Z 41. Sheet metal and fi t t i r�g s t o b e p u r s u a n t t o S M A G N A a �d ,4 S N R A E s t a �d a r d s . � G S � �n � � SEGTION THRU SUPPLY AIR DUGT � � � 2 9. Su p por t pipe wi t h ro d an d clevis or clam ps. No pi pe ta pe a l l o w e d. " B w H NOSE BIBB / WALL H1'DR4Nt �! �2 . Go�tractor to coordinate exact location oF grilles and registers before installation. � � w � —�-- � SEGTION TNRU OUTSIDE AIR W ID. The piping material shall be cast iron at all pipe penetrations of fire - rated assemblies above the INTAKE RETURN ,41R OR Z � z crawlspace. Gontrols T EXNAU S T D I J G T � � Z � SUPPLY D IFFUSER - ARROWS w � s I Z E O I N D I C A T E D I R EG 7 fON OF FLOW } w �, 3 1. Ven t a I I hig h points in systcsm outside of ec�uipment rooms with manua I a ir ver�ts as rec� uired to relieve a ir ir� �3_ Mount a ll thermostats 5 ' - ID " above finished floor. � � RETURN AfR OR EXH,4UST W slzE '�'� R R E C s I S t E R Q U 0 t e system, Project No_ Scale: �4. � II thermostats shall have a temperature range suitabl e f o r t h e application and have siz�0 DOOR C�RILL � �2 �.�p� NO SCA � z � adjustable set poir�ts. The thermostats shall be able to display temperature setpoint and room -- ❑ WALL CAP WItH BACKDRAFT DAMPER LE O � ,- 3 . Provide plastic grommets on all heating water piping passing through wood joists and studs. SUPPLI' RECzIStER z 0 temperature. All thermostats sha Il be approved by the owner. cFrr �� MOTOR OPERATFD D,4MPER (M.O.D.) Drawn By: Gheciced By: � �r 0 33. Install plumbing clear� - outs as rec� uired by applicable codes. si� �� BYR4SS D,4MPER GUJG JpR � w � Ba lanci�a W Z � � POINT OF DISCONNECTION Z Z (K ' Ductwork A DIJGT SfZES ARE OLITSIDE SHEET POINt O� NEW GONNEGTION 45. ,4ir and water flows must be balanced, and dampers adjusted as rec+ uired. Balance - EtAL DfMENSIONS. �IRSt NO_ 8 = � � . 34. Duct sizes shown on drawings are outside Csheet metal � duct dimensions. contractor shall furnish subsequent air bala +�ces after accepta �ce of the buildi� . � IS SIZE OF SU�ACE SHDWN. Sv STUDOR VENT u � O g SECOND ND. IS DUG7 DEPtH M � • O U d Q�C 0 I `�' "� N • V • h:M1t 1 V'F ' � ^ �' ^.\ `\ ��L � M / ' " � � N I . '„",,.;�a°; :�^ �,r,` ^ . �� wy � `Q � ::�w, � � � ��.� ,� �-- � -� -Em�;:��,��, ��;��, � � � � �� ;az � c� U r ,;��. ��, 6� ��.u� , , ;�. � � � � .R:..� Nti�. � O N ! M� �� ''� ,�' '�r::t�( � � � � � :.,��t�^= �.7 � � X Z ' - N i t+�'*'`�,w.: � � � V ., �, ° ' �� ;°`�" W � ^ u1 � � � � ~ ,.. � � ;;. �� i�� . � ��I � � � _ i��4we'i;NNn.�!'u' r .. � x � � _ - - � �.� �,,, � O ,n p : ,., o . � � � � _�. � � ? � � .nr�.0 � . � XISTINC� ELECTi� ICAL NEUJ � LEGTRICAL PANEL LOC�4TfON `""" ° ` -,�� ° O '� � PAN� L TO REM�41N. � , �,. � � � �� .r-� t— ° �� v� 6� u�i EXISTINC-� EL � CTRIG,4L i�r4NEL TO - �, �- � BE USED AS SPLICE �30X. SEE sea ► � : ' RApER POUJEfiz REQUfREM�NT p F REPORT DATED 4/23 /2 ��'1 . o2s'O�EG�SA� o 6 �v�,% •Q�� 9� _ � t�= � � a � � � � � � I �t � � � � : i• ��..: n i i � � i • , � � ,� � �. • � � ,C4.�j•...•.•;�,�\ J � � c �osET O EXfSTINCx 8�45� POARD TO BE REMOV� D . ` �� , � � I � II � 114 RECONNECT NE �TINCs UJ�4TER LINES TO MAINTAfN Z u� 2 � KITCHEN � � � � — J susaN ' S OFFICE / CONTfNUITI' OF NE �4TfNC� ZON� . o � � � 102 . YOGA ROOM � ERN - � � Z B� _ � ENTR o 111 _— 2O EXISTfNCx BASEB0�4RD TO BE R� f�L �4CED UJITN � � , T v RooM / � o � BB - i � r � NEW ELEMENT UJfTN WOOp ENGLOSURE . EXtEND � i � ALBERTO ' S OFFICE � � g� — � * II � i�EGONNECT NEATIN�x UJAT� R LINES AS 105 r _ _ _ � -� �� o � 0 I I I � g II I I � i�EQUIRED . �■.� � � — — � L — � x6 � � � - - — � - - —= � T � p'� � a ERN - 1 Sx6 EXISTfNC� � � I 3 }�fizOVIDE �4CCES5 TO NEUJ ELECTRIC ZON� 1�1 =` � � � XN,4UST UP ,4 � � 5 T � �BAT� � I 1 ' VALVE IN BASEB0,4RD ENCLOSURE . � � w 8� L A U N D R Y \ SX(o 13 � � A M � U B r T — -I ALCOVE \ �3 � � � x� � BA ROOM � ROOM � 03 \ ' � 6x6 - - — — � J O NEU1 �3�SE80,4RD LOCATION. ROUTE EXISTINCx O O N o � i � 06 — — � 104 \ - - � � I-E E �4 T I N C� U J�,T E R L f N E S A S R EG2UI R E p . � � � 12x8 EXISTfN� _ � � ° � � I A o � EXI-EAUST RISER � � � . j � 06 � gx� Fis -� � O � XISTINC� PNEUMATIC CONTROL Sl'STEM IN UNfT � � _ � TO BE REPL �4CED UJITI-E NEUJ � LEGTRONfC � _ — _ — � 9 � , s F�s 2 �x� E X I ST f N� — S1'STEM. COORD f N,4TE REMOYAL � CAPP f N� OF m o Fis — _ _ Ui�PLI' RISER E X I S T f N C x P N E U M A T I C S l'S T E M U J f T N B U I L D I N C x O O � � - - � T � � � � — — — _ � • l 5 Bs- t ENC� fNEER. u� � W D � � O � � � � UJ�4LL C�4P 5 � a ' � �� L �� T 8 � O NEUJ ELECTRIC iv4NC�E UJITI-I RECIRCULATINCx N U LL � — ATH E � - � � I-EOOD . � T1 �Q � ��1■ � z � BB - 1 _ _ — 1 h d Ll � " DRl'ER 8, � O i�EROUTE EXfSTfNC� BELOUJ CEILINC� � ABOVE � o = � XI-�AUST � � � g� FLOOR TO REGONNECT TI-IfS LOC�4TION. � � � 12x6 EXISTINCx RfSER TO REM�4fN. 3 6x6 B U N � u � IN pROP C� IL INCx Os AT C� IL fNCx � FLOOR REROUT� CNASE � u� � CAP � XISTINC� �4B�4NpON� D Sx6 EXISTINC� �4CCOMODATE EXN�4UST pUCT. TI-EIS LEVEL N z w EXNAUST fNLET FOR TNIS FLOOR. E X N,4 U S T O N L 1'. � � DINING GUEST MASTER � _ � L I V I N G ROOM B B - � B E D R O O M B E D R O O M O T N R O U C x N D U G T P E N� T R A T I O N O F S N,4 F T. S E E O +- RO�OM � 08 S, � 09 � � 2 D ETA ( L ON SN E � T M1 .�. � � � � W � BB - 1 �u.� � 2 3 6 ' Q! (� O � � � Z w 2 BB - 1 � ssue or � 10' No_ Date Gomment W � 1 -0�/25/0� GONSTRUGTION = � ~ W Ql � O � 0 } z O 4 EXISTfNC� FIREPL �4CE NEUJ SE ,4LED C�AS FIREPLr4CF . � � � TO REM�4fN ROUTE NEUJ �/ENT TO ROOF i�Efi� � � M�NUFACTURE ' S fNSTALLATION � o . fNSTRUCTIONS. NEUJ FfREPL �4CE � � MUST H,4VE �4 M�4>CfMIUM INPUT � � C,4P�4CIT1� OF 3ID,0mID BTU/I� o z - = o � � � zu 4 w � � MAIN LEVEL w ua MECNANICAL PLAN W � z � � — o � ? � � W w z � z � o � z � � � w NORTI-I W uX, W 0 ProJect No. Sca le: � z � � �2 �.�� 1 /� " = i ' - � " Q z e D r a w n B y: C h e c k e d B y: z � 0 N GUJC JDR W Z = zz � = w � - M 2 . 0 � Q � . Q � o T _ . - � � N . r r� � � � � k� �� ^ � � t— • ,;,; � N � - � �i�s�,�,�«, ..,x,. , � ,�t-; x °�'��;,� , � ^ � , ^ � J-L ) (�`l `v (�(� � "u af:•`s'��C^t. .^�ri:+ � � • �\ � � � � i !�-1S-iti.[' . � � � �� . .d � � � T � � � �i ii��`, ._ �� rv' ��' � IL `4.�, ��.e. �YS r` i '�k, � O \ � J; L_vq.ct�? .�? � � � � � � p„� i� :,� �y � � � vti•M fU � �� "� S_ �� (� � � d l\\Y\ W � ^ � ' �p `.«R �(�:G+"'+� � � iJ\ � L ,a• ° � w 6� -" '� � � � X i- � �''1.k"r� "�� [,XMLSYSp • � ' t F n':��' �'�''"� � '''W � O � tn . I � � � VtMJY �5�i.v.y, � , � ,.�r. ...uR � f � �� • � ��,�� 1� � � - - �°�`r � 6� � ° `- � , �% . - Seal � 3 � � I `� � � � � I � 0 � � � = O � REG = 2 i i �•. �i� 1- vQ ,. ., rF� � � o : c� `��;�" � o � � ° 1 . pR,4UJfNC� CONVENTfON : U�1.0. UJASTE PIPINC� v; � � � '� � I I IS IN RAIS� p FLOOR. ; � � J — — MASTER •.�� ,:� � . CLOSET • .....•• I � � � � � � � 4 2 . pRAUJINC� CONI�ENTION : UN.O. �/ENT PIPINC-r ( S ��d�.�'�' � � � " � L —� � — � IN NUNCx CE IL INC� � SNOUJN D �4SI�ED . _ 2 KITCHEN SUSAN ' S OFFICE / Q � � � 102 np YOGA ROOM � 1�2 � � c� EN TR y 111 n � _ � p N � T V ROOM / 101 ° 1 ° ALBERTO ' S OFFICE — — � oIl I � � I O � � 105 � X � ST � 1�(� I I 2 � �m � � � Rf SER � _ _ � � s � I � I � �' � � 1 ) MASTER � � � � � I �t � � � � - � � O � � � � BAT m 5 LAUNDRY � ��2 � �ALCOVE `� EXISTfNC� � 13 2 � � � � ��21 � � I O CONNEGT TO EXISTINC�. M O V B A T H R O O M R O O M P f P E G N ,4 S E � � ° 106 0 —V 103 \ \ � � _ � � �,2 � � j � O REROUT� i� IPES IN NUNC� C� ILfNC� TO UJALL � � O � � � ALL � � D O W N f N S I p E C A R I N E T R I' 8�4 C K T O C N�4 S E o- O 2 � � \ 06 1 � I 8� �... �U,�. .. Q � EXISTINC� PIPES o � , � � �� / � ��2 � t � / � 9 � m o � I 3 � � O RUN PIPES INSIDE CABINETRI'. � � o � � � � m z � � , 1 �Z O � � � � - - O p I S C O N N E C T P I P E S I N E X I S T I N C� 8�4 T N R O O M � � � � � o- - - _ � ` � — V — o W o � R EUS E FO R N EUJ LAl'OUT. � O � � � � N U ~ � s BU TH 3 � O CONN � CT NEUJ PLUMBINC� FfXTURES fN TNIS � � � Q' 110 � _ ARE �4 TO EXfSTINC� SERVE CE . � " � � , — — � d o � � � O DISCONNECT PIPES SERYINC� EXISTINC� x • o � UJASNEIZ DISGN,4RC� E. � CONNECT TO EX ( STINC� UJ�4STE . � IXTURES IN TI-Efs B�TNROOM AND GAP. �T.� � VENT �4CCORD ( N�L �►'_ U N � w � O pISCONNECT PIP� S SERYINC� EXISTINCx [--� � z � FIXTURES IN TI-EIS S,4T�ROOM � USE TO N Z u�i GUEST MASTER CONNECT NEUJ FIXTURES. C,4P REMAININC�. W w DINING BEDROOM BEDROOM z � R10pM R 08M 109 112 Os � XISTINC� UTILITI' CN,4SE ,4BOVE � BELOUJ. r' /1 O � O 0 �/ 1 Og i�OUTE UJASTE L f NE f N NUNC� CE I L INC� OF UN f T � W i BELOUJ. u�i � � � ��, � i,' � � ' �m VENT IS OFFSET FOR CL ,4RIT�'. z W fssued For U p- 11 SEE MET�LLIG PIPE PENET24TION DETAIL F No. Date comment w � ON SNEET M1 .�. 1 4/25/0� GONStRLIGTION = � � � m � 0 � o � o � - c� +- � � . � n� � o '- u ' � � � � Q � � � - ° o � � � zu � w � � MAIN LEVEL � } PLUMBINCx PLAN � W z � � � � z � � w w Z � z = O W 'U � � �� NORTI-E W W W 0 Pro�ject No. Sca le: � z � � m 2 ID.m m 1 /� " = 1 ' - � " Q z e D r a w n B y: G h e c k e d B y: � � 0 CUJC JpR W Z = ` z z � � ua �- P 2 . 0 � o � � _ � � o