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Home My WebLink AboutDRB18-0591 Approved Plan Set.pdf Im VAIL ADAPTED CODES: 5. HANDRAILS- BETWEEN 34"TO 38" AFF. GRIP SIZE (REFER • 2015 INTERNATIONAL RESIDENTIAL CODE TO IRC 2015 R311. 7. 8. 3) S t U d i o H 0 F F • VAIL, TITLE 10, BUILDING REGULATIONS-AMENDMENTS TYPE 1. HANDRAILS: W/A CIRCULAR SECTION SHALL ARCHITECTURE e s a v e n i. . 2015 INTERNATIONAL RESIDENTIAL CODE GENERAL NOTES: HAVE AN OUT DIAMETER OF AT LEASTT 1-1/1-1/4" TO 2". IF NOT CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF AT PROVIDE FIREBLOCKING IN COMBUSTIBLE CONSTRUCTION LEAST 4" TO 6-1/4" W/ MAX. CROSS SECTION OF 2-1/4". www.StudioHOFF.com A Re m o d e I to a Single Fa m i ly ResidenceTO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERT. TYPE 11. HANDRAILS W/A PERIMETER GREATER 777 Columbine St. O AND HORZ.) AT THE FOLLOWING LOCATIONS PER R302.11: THAN 6-1/4" SHALL HAVE A GRASPABLE FINGER RECESS Denver, CO 80206 1. IN WALLS VERTICALLY AT THE CEILING AND FLOOR AREA ON BOTH SIDES OF THE PROFILE. 720-235-4491 U LEVELS. 6. THERE SHALL E A FLOOR OR LANDING AT THE TOP AND 2. IN WALLS HORIZONTALLY AT INTERVALS NOT EXCEEDING BOTTOM OF EACH STAIRWAY. EXCEPTION: A FLOOR OR 10 FEET. LANDING IS NOT REQUIRED AT THE TOP OF AN INTERIOR 3. AT ALL INTERCONNECTIONS BETWEEN CONCEALED FLIGHT OF STAIRS, INCLUDING STAIRS IN AN ENCLOSED CO VERTICAL AND HORIZONTAL SPACES. GARAGE, PROVIDED A DOOR DOES NOT SWING OVER THE 4. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT STAIRS. �� ■ THE TOP AND BOTTOM OF THE RUN. 7. A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE GENERAL CONDITIONS & NOTES 5. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES LARGER THAN 147" BETWEEN FLOOR LEVELS OR \'� • AND WIRES AT CEILING AND FLOOR LEVELS. LANDINGS. 1. AS A MINIMUM STANDARD, ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT0 >_ 8. THE WIDTH OF EACH LANDING SHALL NOT BE LESS THAN CONFORMANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES OF AGENCIES HAVING JURISDICTION. C. IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE THE WIDTH OF THE STAIRWAY SERVED. EVERY LANDING 2. BEFORE PERFORMING ANY WORK OR ORDERING ANY MATERIALS,THE CONTRACTOR SHALL BE RESPONSIBLE FOR C ❑ SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF SHALL HAVE A MINIMUM DIMENSION OF 36 MEASURED VERIFYING ALL CONDITIONS AND DIMENSIONS OF THE WORK. THE CONTRACTOR SHALL FURTHER BE RESPONSIBLE %.�.�� A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE IN THE DIRECTION OF TRAVEL. RE: IRC 2015 R311. 7. 6 FOR ADVISING THE OWNER OF ANY DISCOVERED DISCREPANCIES AND/OR CONFLICTS BETWEEN THE EXISTING W LOCATED SO THAT THE AREA OF THE CONCEALED SPACE CONDITIONS AND PROJECT DOCUMENTS RELATING TO NEW WORK, PRIOR TO PROCEEDING WITH THE WORK IN ��_,��' C DOES NOT EXCEED 1,000 SQ. FT. DRAFTSTOPPING SHALL GUARDRAILS SHALL BE LOCATED ALONG ALL OPEN-SIDED QUESTION OR RELATED WORK. = �� „+ � � � A W _ _ I \ DIVIDE THE CONCEALED SPACE INTO APPROX. EQUAL AREAS. WALKING SURFACES INCLUDING STAIRS, RAMPS AND == ��-- 3. INSTALL ALL MANUFACTURED ITEMS, MATERIALS AND EQUIPMENT IN STRICT ACCORDANCE WITH THE _:,:..-.-----------------x-- �� -��; �--�� WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR LANDINGS (INCLUDING PATIOS) THAT ARE LOCATED MORE MANUFACTURER'S RECOMMENDED SPECIFICATIONS, UNLESS OTHERWISE SPECIFICALLY NOTED AND APPROVED BY ��_��_��_��_�� MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, THAN 30" HIGH TO ANY POINT WITHIN 36" HORZ.TO THE THE ARCHITECT/ ENGINEER. ��r=�� ? �1��- = LC) c0 DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR CEILING EDGE OF THE OPEN SIDE. �� 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEVELOPING A PROJECT SCHEDULE BASED UPON THE OWNERS ----r....-- - mD Cf) _C ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: 1. GUARDS SHALL BE NOT LESS THAN 36 HIGH. EXCEPTION: ��0S--- -�� REQUIREMENTS, CONSTRUCTION SEQUENCES AND MATERIALS DELIVERIES. THE CONTRACTOR SHALL BE RESPONSIBLE r�� .��1iiiiiiiiii • CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. WHERE THE TOP OF THE GUARD ALSO SERVES AS A FOR ADVISING THE OWNER OF ALL LONG LEAD ITEMS THAT MAY AFFECT THE SCHEDULE. y� *- �� r"--',---0--22�� u J Wr • FLOOR FRAMING IS CONSTRUCTED OF TRUSS TYPE OPEN HANDRAIL ON THE OPEN SIDES OF THE STAIRS,THE TOP OF :� � �� OC) n, ��"`===�=� W IIII CD WEB OR PERFORATED MEMBERS. THE GUARD SHALL NOT BE LESS THAN 34" AND NOT MORE 5. ALL REQUESTS FOR SUBSTITUTIONS OR APPROVAL OF ALTERNATE ITEMS, OTHER THAN THOSE SPECIFIED, SHALL BE /� � �� THAN 38"H. SUBMITTED IN WRITING, ACCOMPANIED BY FULLY DOCUMENTED ALTERNATE PRODUCT INFORMATION INCLUDING � � COST IMPLICATIONS,TO THE OWNER. ALTERNATE MATERIALS WILL BE CONSIDERED BASED UPON THEIR ABILITY TO hi�, \_�� SMOKE ALARMS ARE TO BE INSTALLED IN ACCORDANCE 2. INTERMEDIATE BALUSTERS/ RAILS SHALL BE MEET QUALITY,APPEARANCE, FUNCTION AND COST REQUIREMENTS WITH THE ORIGINALLY SPECIFIED MATERIALS ? �� ri E WITH MANUFACTURER'S INSTRUCTIONS, AND THE CONSTRUCTED SUCH THAT A SPHERE 4" IN DIAMETER SERVING AS THE BASIS FOR COMPARISON,ATTHE DISCRETION OF THE OWNER AND ARCHITECT. UNDER NO '1 _ \� O PROVISIONS OF NFPA 72 (HOUSEHOLD FIRE WARNING CANNOT PASS THROUGH. CIRCUMSTANCES WILL THE OWNER/ARCHITECT/ ENGINEER BE REQUIRED TO PROVE THATA PRODUCT PROPOSED IIIO IIIIIIU O FOR SUBSTITUTION IS OR IS NOT EQUIVALENT TO THE PRODUCT SPECIFIED. EQUIPMENT)AND THE PROVISIONS PER IRC 2015 SECTION ��'�'� 314. LINK THE AUDIO SIGNAL TO ALL UNITS. ALL SMOKE PROVIDE TEMPERED GLASS PER 2015 IRC SECTION R308. 4 6. DO NOT SCALE DRAWINGS: LAY OUT ALL WORK BY REFERRING TO DIMENSIONS AND NOTES SHOWN ON THESE m m ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 217 WHEN: PLANS. V�.� �J 1. GLAZING IN ALL FIXED AND OPERABLE PANELS OF coARBON MONOXIDE DETECTORS ARE TO BE INSTALLED IN SWINGING, SLIDING AND BIFOLD DOORS 7. THESE PLANS INDICATE GENERAL DESIGN INTENT. THE BUILDER SHALL PROVIDE ANY CONSTRUCTION DETAILS CO CO L J M ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, AND 2. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL NOT SHOWN ON THESE PLANS, AND CONSTRUCT PROJECT FEATURES NOT FULLY SHOWN IN A STANDARD, I > THE PROVISIONS OF NFPA 720 AND THE PROVISIONS PER ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL COMMONLY ACCEPTED MANNER. 2016 DBCA 315. LINK AUDIO SYSTEM WITH ALL UNITS. ALL EDGE IS WITHIN A 24" ARC OF THE DOOR IN A CLOSED 8. THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF, NOR BE RESPONSIBLE FOR THE CONSTRUCTION """`"""" """""--„, , """"'°""""""""""""11 ''" 1 1 / """" "' e CARBON MONOXIDE DETECTORS SHALL BE LISTED IN POSITION &WHOSE BOTTOM EDGE IS LESS THAN 60" MEANS, METHODS,TECHNIQUES, SEQUENCES OR PROCEDURES, SAFETY PRECAUTIONS AND PROGRAMS IN ACCORDANCE WITH UL 2075. ABOVE THE FLOOR/WALKING SURFACE. CONNECTION WITH THE WORK. THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS, OR ANY OTHER I , �� * II GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANE PERSONS PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN - _ ► I� i i i i i it it i i i it it i it it l it it 1t 1�1�1�1 �I�I �I�I II II II II I II II I II 1111111 I11111111 -- linl i it itit�I�I��II�II�I3 G G U CONFORMANCE WITH THESE PLANS. R315. 6. 4 COMBINATION CARBON MONOXIDE AND SMOKE THAT MEETS ALL OF THE FOLLOWING CONDITIONS: III DETECTORS SHALL BE PERMITTED TO BE INSTALLED IN A. EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER 9. COORDINATION OF STRUCTURAL INFORMATION PROVIDED BY THE STRUCTURAL ENGINEER AND THE SIZING OF1°111011111111111 j CARBON MONOXIDE DETECTION SYSTEMS IN LIEU OF THAN 9 SQUARE FEET STRUCTURAL MEMBERS SHALL BE PERFORMED BY THE STRUCTURAL ENGINEER. CARBON MONOXIDE DETECTORS, PROVIDED THAT THEY ARE B. BOTTOM EDGE OF GLAZING IS LESS THAN 18" ABOVE 10. CONTRACTOR TO PRESENT OWNER WITH ALTERNATE MATERIALS/ METHODS IF SIGNIFICANT COST SAVINGS CAN1111- CC EEl LE LISTED IN ACCORDANCE WITH UL 2075 AND UL 268. THE FLOOR ' 11111111111111111111- 1!I D p BE REALIZED. +s (D C. TO EDGE OF THE GLAZING IS MORE THAN 36" ABOVE CONTRACTOR IS TO PROTECT ALL EXISTING TREES & PLANTINGS AS FEASIBLE. ALL LANDSCAPING ATTHE FRONT OF 0 H li:"" PROVIDE A MINIMUM CLEARANCE OF 6" FROM ALL THE FLOOR THE HOUSE SHALL REMAIN IN TACT AND PROTECTED. LL c p EXTERIOR WALL COVERINGS (EXCEPT MASONRY VENEER)TO D. ONE OR MORE WALKING SURFACES ARE WITHIN 36" re)� /�THE TOP OF GRADE. MEASURED HORIZONTALLY AND IN A STRAIGHT LINE OF 11. CONTRACTOR TO REFER TO SOILS REPORT FOR ALL SOILS RELATED INFORMATION AND TO EXECUTE '��' ',�%��/I / r �r U E o L(', RECOMMENDATIONS ASSUGGESTED IN REPORT. ,,� ��=► r l, /,�' *� T��i' / W = U THE GLAZING. o• � � �� 1 In�� an p �� 0 46 ` �j4!-VOIr O 775 C-3 ct 6 - CU PROVIDE DAMPPROOFING OR WATERPROOFING OF ALL 4. ALL GLAZING IN RAILINGS REGARDLESS OF AREA/ HEIGHT 12. CONTRACTOR TO CONTACT GEOTECHNICAL ENGINEER FOR OBSERVATION AS RECOMMENDED IN REPORT OR �- - r ��i'� , � I � � � ��b�� > �_�-' ■ � D � � � FOUNDATIONS PER SOILS REPORT AND/OR SECTION R406. ABOVE A WALKING SURFACE. INCLUDED ARE STRUCTURAL OPEN HOLE INSPECTION. �; ��I01.r 1� � �'� �`+'�� :�� `�- �� BALUSTER PANELS AND NON STRUCTURAL INFILL PANELS. ti � r� ��' ll .��P p lt rola ti i 63 8l w' § CLASS 1 OR 11 VAPOR RETARDER REQUIRED ON THE 5. WITHIN ANY COMPARTMENT CONTAINING HOT TUBS, NOTE. BUILDERS PLANS . �l� � �� ,� �� I1.0.6, 1 /Aka INTERIOR SIDE OF FRAME WALLS IN ZONE 5. THE WHIRLPOOLS SAUNAS STEAM ROOMS BATHTUBS ' • 4 . ,� �� ) ' �I /�� II -r - �� I�"4 ��FOLLOWING SHALL BE DEEMED TO MEET THE CLASS SHOWERS WHOSE BOTTOM EDGE OF GLAZING IS LESS THE CONTRACTOR WARRANTS TO THE ARCHITECT THAT HE POSSESS THE PARTICULAR COMPETENCE AND SKILL IN _��j'��' � '� WO - A . f, ii� i��e �� dial �� p, � ('" CONSTRUCTION NECESSARY TO BUILD FROM 'BUILDER'S PLANS'. CONSTRUCTION WILL REQUIRE THAT THE i �� to , ,r� �/ / ,�t,� ' l I' ,/ Of0.,it �,SPECIFIED: THAN 60" AFF. � ' ,-- ,' , , I �/� �1 �/ -, UD CONTRACTOR ADAPT THE 'BUILDER'S PLANS'TO THE FIELD CONDITIONS ENCOUNTERED AND MAKE LOGICAL L' ,`� ,__' `'`. �� `f 1 ola* I / 1 ' 4 00-1, �� ,y a • CLASS 1: SHEET POLYETHEYLENE, UNPERFORATED 6. GLAZING ADJACENT TO STAIRWAYS, LANDINGS AND ADJUSTMENT IN FIT, FORM, DIMENSION AND QUANTITY THATARE TREATED ONLY GENERALLY BY THE 'BUILDER'S �` �`1, . ' !`, /�!� •' LI -��ALUMINUM FOIL RAMPS WITHIN 36 HORIZONTALLY OF A WALKING PLANS'. IN THE EVENT THATADDITIONAL DETAIL OR GUIDANCE IS NEEDED BY THE CONTRACTOR OR OWNER FOR � "� � 4. piihriiiiiii ��':0/� ' .II • CLASS 11: KRAFT FACED FIBERGLASS BATTS. SURFACE WHEN THE EXPOSED SURFACE OF THE GLAZING CONSTRUCTION OF ANY ASPECT OF THE PROJECT, HE SHALL IMMEDIATELY NOTIFY THE ARCHITECT. FAILURE TO '�`��r ��r�� 7 '4V00I �GIVE AMPLE NOTICE SHALL RELIVE THE ARCHITECT OF RESPONSIBILITY FOR CONSEQUENCES. ANY DISCREPANCY ,, 1' '. \ �� IS LESS THAN 60 ABOVE THE PLANE OF THE ADJACENT I Ay �� &� t � OR AMBIGUITY DISCOVERED BY THE USE OF THESE PLANS SHALL BE REPORTED IMMEDIATELYTO THE ARCHITECT. �i WALL FLASHING PER R703.4: WALKING SURFACE. CHANGES MADE FROM THE PLANS WITHOUT THE CONSENT OF THE ARCHITECT ARE UNAUTHORIZED AND SHALL 'II rN',_ ��_t. I I �►APPROVED CORROSION-RESISTANT FLASHING SHALL BE 7. GLAZING ADJACENT TO THE STAIRWAYS WITHIN 60" RELIEVE THE ARCHITECT OF RESPONSIBILITY FOR ALL CONSEQUENCES ARRIVING OUT OF SUCH CHANGES. 40 APPLIED SHINGLE-FASHION IN A MANNER TO PREVENT HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY INAzio 41.1%sail ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE ( COLO \ 1 t OF WATER TO THE BUILDING STRUCTURAL FRAMING GLAZING IS LESS THAN 60" ABOVE THE NOSE OF THE -\ it 7� 1 COMPONENTS. THE FLASHING SHALL EXTEND TO THE TREAD. ` ��_ + �► SURFACE OF THE EXTERIOR WALL FINISH. APPROVED 8. GLAZING IN WALLS/ FENCES ADJACENT TO INDOOR/ r�,�s`rt/I 1211712p1B �G CORROSION-RESISTANT FLASHING SHALL BE INSTALLED AT OUTDOOR SWIMMING POOLS, HOT TUBS, SPAS WHERE 1107%11 I1 _ 1 �C � /� Sys WC* ALL OF THE FOLLOWING LOCATIONS: THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60" I',' �► 1. EXTERIOR WINDOW/DOOR OPENINGS MEASURED HORIZONTALLY AND IN A STRAIGHT LINE OF 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER THE WATER'S EDGE. MASONRY CONSTRUCTION W/ FRAME OR STUCCO WALLS, WI PROJECTING LIPS ON BOTH SIDES UNDER IN BATHROOMS CONTAINING A BATHTUB OR SHOWER OR CODE & PROJECT DESCRIPTION PROJECT TEAM SHEET INDEX ISSUE DATE STUCCO COPINGS. COMBINATION THEREOF, WATER CLOSET COMPARTMENTS, CONSTRUCTION IS TO CONFORM TO THE FOLLOWINGAO 1 COVER SHEET CODES:UNDER AND AT THE ENDS OF MASONRY, WOOD OR LAUNDRY ROOMS AND SIMILAR ROOMS THAT DO NOT HAVEOWNER: AO-2 SITE PLAN METAL COPINGS AND SILLS. ACCESS TO NATURAL VENTILATION, A MECHANICAL N FRONTAGE RD W 2015 INTERNATIONAL RESIDENTIAL CODE MICHAEL HORTON Al-1 FIRST FLOOR DEMO & NEW PLAN EXIT 176(EASTBOUND) 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD OR VENTILATION SYSTEM CONNECTED DIRECTLY TO THE i-7o - 2015 INTERNATIONAL ENERGY CONSERVATION A1-2 SECOND FLOOR DEMO & NEW PLAN S FRONTAGE RDW EXIT 176 CODE (CLIMATE ZONE 7) ARCHITECT: A1-3 THIRD FLOOR DEMO & NEW PLAN HARDBOARD/FIBER-CEMENT TRIM. OUTSIDE IS TO BE PROVIDED PER 2015 IRC SECTION R303. 3 o (WESTBOUND) TOWN OF VAIL, TITLE 10 BUILDING REGULATIONS A1-4 FOURTH FLOOR DEMO & NEW PLAN � StudioHOFF ARCHITECTURE 5. WHERE EXTERIOR PORCHES, DECKS, OR STAIRS ATTACH �.7a` AMMENDMENTS A2 1 EXTERIOR ELEVATIONS CONTACT: KATRINA ECKELHOFF TO A WALL OR FLOOR ASSEMBLY OF WOOD-FRAME THE BUILDING THERMAL ENVELOPE SHALL BE DURABLY 777 COLUMBINE ST. A2-2 EXTERIOR ELEVATIONS r CONSTRUCTION. SEALED TO LIMIT INFILTRATION. THE SEALING METHODS �� DENVER, CO 80206 A3-1 FIREPLACE DETAILS 6. AT WALL AND ROOF INTERSECTIONS BETWEEN DISSIMILAR MATERIALS SHALL ALLOW FOR GORFCSEE A0-2 FOR ZONING 720-235-4491 A4-1 ELECTRICAL LAYOUTS Rk FFSEE A0-2 FOR AREA CALCULATIONS KATRINA@STUDIOHOFF.COM A4-2 ELECTRICAL LAYOUTS WITCOPYRIGHT:THE ARCHITTS SERVICE FOR USE SOLELY HRCTTOTHIIS PROJECT AND, 7. AT BUILT-IN GUTTERS. DIFFERENTIAL EXPANSIONS/CONTRACTION. SEE A0-2 FOR LEGAL DESCRIPTION WWW.STUDIOHOFF.COM UNLESS OTHERWISE PROVIDED,THE REFER TO N1102. 4. 1. 1 IRC 2015 Si NOTES & DETAILS ARCHITECT SHALL BE DEEMED THE AUTHOR STRUCTURAL ENGINEER: OF THESE DOCUMENTS AND SHALL RETAIN ROOF FLASHING PER R903. 2: o EXISTING 4 STORY NON-SPRINKLED SINGLE FAMILY HOME, KRM CONSULTANTS, INC. S2 FOUNDATION PLAN, 1ST FLOOR FRAMING, ALL COMMON LAW,STATUTORY AND OTHER \- WOOD CONSTRUCTION. PROJECT INCLUSED AN 2ND FLOOR FRAMING RESERVED RIGHTS,INCLUDING COPYRIGHT. FLASHINGS SHALL BE INSTALLED IN A MANNER THAT WHERE NECESSARY OR AS DIRECTED BY CONTRACTOR, ooe �� CONTACT: TIM HENNUM, P.E. SUBMISSION OR DISTRIBUTION OF �\ oRE INTERIOR REMODEL AND REPLACEMENT OF ALL P.O. BOX 4572 S3 3RD FLOOR FRAMING, ROOF FRAMING DOCUMENTS TO MEET OFFICIAL REGULATORY PREVENTS MOISTURE FROM ENTERING THE WALL AND ROOF PROVIDE EXTRUDED POLYSTYRENE IN LIEU OF BATT R�oo / O4 ooR� EXTERIOR DOORS AND WINDOWS (EXCEPT FOR GARAGE VAIL, CO 81658 REQUIREMENTS OR FOR SIMILAR PUR-POSES THROUGH JOINTS IN COPINGS,THROUGH MOISTURE INSULATION, BEHIND, BENEATH OR ADJACENT TO v)oa o�� ' DOORS). SEE STRUCTURAL AND MECHANICAL PLANS. M0.0 MECHANICAL COVER SHEET IN CONNECTION UEDASITH THIS PUBLICATIONCT IS NOT 970 949 9391 TO BE CONSTRUED AS IN o�KP Z TIM@KRMCONSULTANTS.COM M0.1 MECHANICAL ZONING PLAN DEROGA-TION OF THE ARCHITECTS RESERVED PERMEABLE MATERIALS AND AT INTERSECTIONS WITH PLUMBING, MECHANICAL,AND ELECTRICAL SUPPLIES, �� @ RIGHTS.HEREIN FOR THIS PROJECT ARE Z ALL OPEN CAVITIES IN EXISTING WALLS AND ROOFS TO BE WWW.KRMCONSULTANTS.COM M1.0 MECHANICAL SCHEDULES INSTRUMENTS OF ALL DRAWN AND WRITTEN PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE RETURNS AND OTHER DISTRIBUTION LINES AND FIXTURES FILLED WITH INSULATION. M1.1 MECHANICAL SCHEDULES INFORMATION CONTAINED ROOF PLANE INCLUDING THE FOLLOWING LOCATIONS: TO ENSURE THE MINIMUM INSULATION VALUES ARE Nom F M2.1 FIRST LEVEL MECHANICAL LAN 1. WALL AND ROOF INTERSECTIONS STRICTLY ADHERED TO IN ALL LOCATIONS. IN ALL P4 W ALL NEW GLAZING TO HAVE A MAXIMUM U-FACTOR OF MECHANICAL ENGINEER: M2.2 SECND LEVEL MECHANICAL PLAN 2. WHEREVER THERE IS A CHANGE IN ROOF SLOPE OR INACCESSIBLE OR ENCLOSED AREAS OR AREAS THAT MAY BE ‘1. -- OF 0.32. NEW SKYLIGHTS TO HAVEA MAXIMUM U-FACTOR RADER ENGINEERING, INC. M2.3 THRID LEVEL MECHANICAL PLAN DIRECTION INACCESSIBLE OR MAY BE ENCLOSED PLACE EXTRUDED o��`� OF 0.55. CONTACT: JEFF HERSCHEL, PE M2.4 FOURTH LEVEL MECHANICAL PLAN 10690 HIGHWAY 6, SUITE El M3.0 MECHANICAL SCHEMATICS PROJECT NO: 1703 3. AROUND ROOF OPENINGS POLYSTYRENE INSULATION IMMEDIATELY, PRIOR TO o�po0 oo�� aG`� P.O. BOX 8610 M3.1 MECHANICAL SCHEMATICS PLACING THE PLUMBING, MECHANICAL AND ELECTRICAL ��P P�� AVON, CO 81620 M4.0 MECH. SPECIFICATIONS &SEQUENCE OF OPERATION DATE: 12/17/2018 o STAIR CONSTRUCTION PER R311 AND R312: RUNS. ,2- `�o o�� G 970-845-7910 SHEET TITLE: 0WWW.RADERENGINEERING.COM COVER SHEET 1. 7-3/4" RISERS MAX. (NOT TO VARY MORE THAN 3/8") �� ZPJ� JEFFH@RADERENGINEERING.COM 2. 10" TREADS MIN. (NOT TO VARY MORE THAN 3/8") INSULATE ALL CANTILEVERED FLOORS WITH BATT NORM NI'o 3. WIDTH - NOT LESS THAN 36" CLEAR WIDTH AT ALL INSULATION, SUFFICIENT TO FILL THE FRAMING CAVITY AND MP11Cc w1380 WESTHAVEN CIR. INTERIOR DESIGN: w POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND PROVIDE CLASS 1 OR 11 VAPOR RETARDERS ON THE ,,,,o9- 6� CASEY ST. JOHN INTERIORS BELOW THE REQUIRED HEADROOM HEIGHT. INTERIOR SIDE OF FRAME, RE: 2015 IRC R702. 7 ALL OP' cs CONTACT: AMY CASEY 4. HEADROOM - NOT LESS THAN 6'-8" CLEAR TO ALL WINDOWS ARE TO BE WEATHER STRIPPED AND DOUBLE �QQEN o\R VICINITY MAP P.O. BOX 40 VAIL, CO 81658 OBSTRUCTIONS. GLAZED. . \ SCALE: 1" =1000' 970-376-0238 AMY@CASEYSTJOHN.COM A0- 1 WWW.CASEYSTJOHN.COM a Ar,- • 8,128.0' \ \ \ 8,126.0' v jh pew lt• \ l�r (128.0' • 0 l 3p: Ar,- / �� / TilyikV\ ��. = U8,124.0' - °"�/i % � lif I A '''' ---- '�, �� Irrit-tk‘;311r CO8 126.0•% � � �� l�%%�'\� IIS LOT 18 NI / L !�� \\\` -��. --8 124.0, %- ��/ - - `` / 3p; ___�/� ----8,122.01__��, ��/hit\\ NB7o �_ Ii �� 0 /, �'/2" / _ --- 1�I 8,124.0' 77�0�� / / / ,� 8,120.0 ______ • -- �� x'48 C ❑ /..0. ;46, � /--- ~� 8,122.0' / / / 8,118.0 �.,. II ____ 0 // / \ / '0742„ (E)STAIR �c.� -.- 1 8 120.0' W i \\ / / / ,m C/ ,--/- ca N . L- ZONING REVIEW LOT 23 �`8'�8 i � / _ C ■ RIAR /-- _ -C 1-0 Co �.p, ��;;,i�� / / ( DECK \ co _c �� /j �IV�V ---/ �� ZONING: PS (PRIMARY/SECONDARY RESIDENTIAL) NN t,,,i•�, /� / - _� \ v / i Q- 8,116.0 MIN. LOT SIZE: 1,500 SQ. FT. f ` �/ I . ACTUAL: PARCEL A: 0.2755 AC (12,00.78 SQ. FT.) '^ 8 / 6 _� I �1 _ OUTLINE OF ROOF `� /� 4°c404/ 4 PARCEL B: 0.1934 AC(8,424.5 SQ. FT.) W V) / •0' i /'�,,,.��w�� •�: j �' 0 COMMON PARCEL: 0.0402 AC(1,751.1 SQ. FT.1 I�,��,,,,_�� Iii III ,� II q I I I I 1 SOD. . s� 00 &L) � ' ' '� �� 114.0' TOTAL: 0.5091 AC (22,176.39 SQ. FT.) O ___I -, / ��►�� / __--8,116.0'-- ----.. ' ,4C/ / ,\ / MIN. FRONTAGE: 30' �-0. ��--- / `�� / / 00 ACTUAL FRONTAGE: 193.79' ^� i / � ��►�� ,� SUBJECT N / ,,, CD 5 / / 1/ (E) HOT a�� PROPERTY b` j MIN. 80' SQUARE W/IN SETBACKS j CDU 0 /8$;, / / TUB ♦.♦♦�♦� 1 \ v CO ____ � I ACTUAL: 95'X 123' ,71-- 4.0,--, - 0�� '' /PARCELA O , (E) CANTILEVER ABV. • •O p 4 0'\ / -' / ��0�4 ROOF RIDGE ; ... _ 1 j SETBACKS: m coO 7 / - • / I ��0�`y�+��►�� HIGHEST / \ \\ 1/4 0' I �� 15'- ,, j "`'' W d` S'0" 7� / I ��►� 1 FRONT: 20' REQUIRED/ L) FLAGSTONE \ - SErgg8,112.0' ACTUAL PARCELA:42-2 3/4"PATIO � \ \\ ACTUAL PARCEL B: 26-5 1/2" CY) CC) J / �• 16\1:6"•��►�� I 34-3 2141 6 6 \. / .\ / SIDE: 15' REQUIRED N•0, // ��:�:�:«� �r' // /p cA g j \ �i ACTUAL PARCEL A: 30' 4 1/2"TO EXTERIOR STAIR > ® ♦ ♦ �� /4! 3'-0" Q-0'-__„( ACTUAL PARCEL A:45'-0 1/2"TO HOME 8 i / / / A ��li�/ 43'-9" ��, O01 -- . -- I ACTUAL PARCEL B: 11'-3"TO DECK 70p. i \ / // j / A i V V LOT 22 o ,' -,� I f ACTUAL PARCEL B: 24'-2"TO HOME / / / HOUSE ENTRY I REAR: 15' REQUIRED • i \\ / / // / ��:�� I PARCEL A / ELEV. 100'-0" VdA / 7 I I ACTUAL PARCELA: 19-6 1/2"TODECK \ / 0.2755 AC (8000.7') I j ACTUAL PARCELA: 30-0 1/2"TO HOME / / / \ j ACTUAL PARCEL B: 38'-8 1/2"TO HOME ■ 87p __ / 1� / � A��Q 14-3 /o_•0 / / , •• 1 1/8" _ . i� A / / / �� / A ,... ��a HEIGHT: 33' MAXIMUMILLu- ccw \< / �� _ AA • J3/41 PARCELE I I (E) \ % ` I � ' I ACTUAL PARCEL B: 40.0'TO ROOF RIDGE OU +• cc) • V / �__ / /��• I % ,/ �t►�� RAISED lk, (E)STONE / I ` !_ ` O C!] O LL � C1J00 8' �\ ��\ -,i_- (E) FLAGSTONE �.� / ♦��1♦�� PLANTER WALL '� ?\)\414' UNITS: 2 MAX O 0 .0' ,\\ �� / WALK •,�.� ROOF RIDGE I/.��I�L�i� �`��J�� 00 i . -,\ / _ ,, 8137.0' i� ' ." � � � � � � � �- / I ACTUAL: 2 P� -r E O L(7 \ -- _______8,108.0' -- �1�1 ' �� ♦��,��,�� 8 100.1 �� I r ' ' 2 LOT 0 GRFA: w _cf) U CO 0-10,000 SQ. FT. =46% 10,000)=4,600 SQ. FT. I-0 o i / ,;1r fr 8 100.0 � ;t; � FLAGSTONE PARCEL B (E) REAR _ 10,000- 15,000 SQ. FT. = 38% (5,000) = 1,900 SQ. FT. U a 8/61 . \�� o`ti 6.0� - �� \\1 �� I �� WALK �� 1934 AC / DECK - - I 15,000 30,000 SQ. FT. = 13% (7176.39) = 932.9 SQ. FT.i p' / � -8,10 van�l:::% I I ��I� -�� 4/9/. /// - T �� , - • ,nu...,�_. GARAGE ENTRY �� I� ��j� � �---- I O / . - ��, ��„ `mm ♦�� HOUSE ENTRY / 4,600 + 1,900+932.9 = 7,432.9 SQ. FT.ALLOWED �� / - _ ,��C�. . _/*4,��1\ / / , '` PARCEL B MAX 40/o (7,432.9)=2,973.16 SQ. FT. r , - �// :��„ �J.;\ / OUTLINE OF DECK ABOVE ��0:: (LANDSCAPE ABV.) V 9 8 „_, SEE SEPARATE CALCULATIONS FOR ACTUAL GRFA 8,100.0' $, A I -' SITE COVERAGE(SPECIAL DEVELOPMENT DISTRICT 4) MAX. 25% _ E STONE WALL h ADJACENT �I / -_ . , '( 17/,ROOF /Ln/ ( ) 4 25%(22,176.39)=5,544.1 SQ. FT. MAX. Cf) i<c \ \ - - - - - - - - - - - - - - ` .oO 6 •1 I GHERIDGE /PROPERTY RAISED . ACTUAL PARCELA= 1,522.7 SQ. FT. (STRUCTURE) - - - - - - - - =- - - - Q O / REAR .• ACTUAL PARCEL A= 344.3 SQ. FT. (COVERED PATIO) f/ - • N 71°07'00" E 81 .71' I 3 �O' ; , POINT 8,140.0' PARCEL B DECK 0 - ACTUAL PARCEL B = 1,468.8 SQ. FT. (STRUCTURE) l ' % TOTAL= 3,335.8 SQ. FT. 8,098.0 --_ o /, / 3,335.8/22,176.39 = 15%ACTUAL COVERAGE . / 7 COLO •� j �. I I (E) I = 11 3 0 �et SHARED I I �i/ 33'-91 z„ �� 0PARCEL A GRFA=4,039.9 SQ. FT. ,� • c� ASPHALT \ ' r----� PARCEL B GRFA=2,649.0 SQ. FT. i vi N DRIVEWAY �\\ i GARAGE ENTRY I 8,104.0' I a 6, CO LOT ,104 OLOT 21 TOTAL GRFA=6,688.9 SQ. FT. '� � . IIPIIIIIIIIIIIIIII 87'-11" I 33' 9'/s° / 124'-2" I 1211712018 di I \ - : I PARCEL A: ,C / / I 1ST FLOOR: 1 120.7 S . FT. G // /I Q S AR ��,, IC-, I 4 A A - I Co \ ��. ,�;J,,�!%��i!, -600.0 SQ. FT. (2 GARAGE SPACES-GARAGE AREA 764.3 SQ. FT.) �i ', �. I �j -683.6 SQ. FT. (BASEMENT BELOW GRADE) COMMON PARCEL N \�� / / I / 2ND FLOOR: 1,472.0 SQ. FT. ,. • / I _ w ��1;��;",:`';;,, y� 0.0402 AC I ' I - / I I - - 3RD FLOOR: 1,508.6 SQ. FT. �o'0#,� � W / I �� 1 Cfl 4TH FLOOR: 1,222.2 SQ. FT. ISSUE DATE N f:::::) III •� I I1� 1 TOTAL: 4,039.9 SQ. FT. '�__ �, C ( I ,� N S - I (� .\ \ I , I PARCELA BASEMENT BELOW GRADE CALCULATIONS: 81° 9 \ � Nco 6 \ 0 1 r7� 29 \ \ ---- \ / �Q1/ 1 0) NORTH 364.7 SQ. FT. TOTAL, 0 SQ. FT. BELOW GRADE ,^ �'' I _, � \ i ��I�i" . v I WEST 254.5 SQ. FT. TOTAL, 167.9 SQ. FT. BELOW GRADE �'!/ �� ice-- -:_-.----- �� / SOUTH 364.7 SQ. FT. TOTAL, 364.7 SQ. FT. BELOW GRADE -- 1 EAST 254.5 SQ. FT. TOTAL, 223.4 SQ. FT. BELOW GRADE FsTtiq 3°00' ��z IIS 1 /�/C \\ /��III \\ --- 8,100.0' 364.7+254.5+364.7+254.5 = 1,238.4 SQ. FT. TOTAL IM //Q 73 ! ` 0+167.9+364.7+223.4 = 756 SQ. FT. BELOW GRADE COPYRIGHT: C4 •62. --__ �.-- 1 756/ 1,238.4 = 61% BELOW GRADE THE ARCHITECT'S SERVICE FOR USE SOLELY WITH RESPECT TO(sl0, -_ - --_-- - 1 61% (1,120.7 SQ. FT.)=683.6 SQ. FT. DEDUCTED FROM LOWEST LEVEL UNLESS OTHERWISE IPROVIDED,THE S PROJECT D 1 \\ ---- ---___--- l 8,098.0' ARCHITECT SHALL BE DEEMED THE AUTHOR 1 OI�iJ 8,096.0' - -------- 1 OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW,STATUTORY AND OTHER --__ 1 PARCEL B: RESERVED RIGHTS,INCLUDING COPYRIGHT. _ ___ 8,096.0' SUBMISSION OR DISTRIBUTION OF 4 �----- ------ DOCUMENTS TO MEET OFFICIAL REGULATORY ` 20 o I 1ST FLOOR: 1,220.5 SQ. FT. REQUIREMENTS OR FOR SIMILAR PUR-POSES T� �8°' ��, -600.0 SQ. FT. (2 GARAGE SPACES GARAGE AREA 614.8 SQ. FT.) IN CONNECTION WITH THIS PROJECT IS NOT 2 O 7 ---- 7.1-.=_----_4 TO BE CONSTRUED AS PUBLICATION IN ejQ �3' ' 0'4 6'' 8,094.0'--- -- --��- ELEC. TRANS. -524.8 SQ. FT. (BASEMENT BELOW GRADE) DEROGA-TION OF THE ARCHITECT'S RESERVED G `s I 2ND FLOOR: 1,083.8 SQ. FT. RIGHTS.HEREIN FOR THIS PROJECT ARE �} INSTRUMENTS OF ALL DRAWN AND WRITTEN �� o F/��\ �9, I - 2.5 FLOOR: 347.7 SQ. FT. INFORMATION CONTAINED 8 3 , 63 - 111 3RD FLOOR: 1,121.8 SQ. FT. 9`S '' 46, I ( PLAN TOTAL: 2,649.0 SQ. FT. PHONE -�- .1 NORTH PARCEL B BASEMENT BELOW GRADE CALCULATIONS: PED. ,I. PROJECT NO: 1703 NORTH 297 SQ. FT. TOTAL, 66 SQ. FT. BELOW GRADE WEST 261 SQ. FT. TOTAL, 145 SQ. FT. BELOW GRADE DATE: 12/17/2018 V , SOUTH 93 SQ. FT. TOTAL, 67 SQ. FT. BELOW GRADE WEST 28.5 SQ. FT. TOTAL, 22.17 SQ. FT. BELOW GRADE SHEET TITLE: SOUTH 28.5 SQ. FT. TOTAL, 22.17 SQ. FT. BELOW GRADE SITE PLAN TRUE WEST 88.5 SQ. FT. TOTAL, 88.5 SQ. FT. BELOW GRADE NORTH SOUTH 175.5 SQ. FT. TOTAL, 175.5. SQ. FT. BELOW GRADE EAST 378 SQ. FT. TOTAL, 0 SQ. FT. BELOW GRADE 297+261+93+28.5+28.5+88.5+175.5+378= 1,350 SQ. FT. TOTAL 20' 10' 5' 0 66+145+67+22.17+22.17+88.5+175.5 = 586.34 SQ. FT. BELOW GRADE 586.34/ 1,350=43% BELOW GRADE 43% (1,220.5 SQ. FT.)= 524.8 SQ. FT. DEDUCTED FROM LOWEST LEVEL 40-2 OSITE PLAN SCALE: 1" =10' 3 A2-2 / 43'-6" / / 34'-0" / 9'-6" / 0 u \ v " ° a v \ 4 " 4 ° u a . 2 U v U d v da 4 a n d °d Al v d c ° v a °d v v 00' raD 8'> / 32.-8" 8" ,./ ■ CO p v 32'-8" / o w p Np . N ° N CRAWL CRAWL Cl.) SPACE 6; SPACE CO • — U . _ , , . Qi. L / 14'-6" / 8"7y/ 11'-0" 4112" , 2'-11" /r/6Vz 17'-10" 8"7/ in 0 11'-0" 4 v e d 1a n a ° d� V c 4 d° _ e 2 v e d 1c a a d� ., \ C C I G C C G \ G C I d G C \ CD C \/ T:o 60- CD N N4 CO N O d , N N O Q ■ CLOSET MECH. M N ° ° CLOSET 102 M MECH. N ° 4 N "' D 103 I "' A2-2 �? In CO Tx) (E) DOOR 101 Tx) in I CD = A \ 1---. Tip 1� '-(Di- (N) W -I--D o, 0 41, ‘4 v o \ \ DI / ik I I \ NDEO \ DI / v �� \ `� —? =—_—_ , ° 68 N 3068 ' ° w N D104I I I I I , ( ) (N) 2668 Mooc o I I k/ I i I I I ° NDEO NDEO I I ), �C°,', vz vz° 9'-5 /2" I I /( I I I I , 8"76 24'-10" 6 6' 11" 4 , / / OM I I I I I I —�' -p 1 // o O \ Q \ r— 0 0 N 16'-9" \a I 1 I I I I / _. Nv 103 D101 1 I I i i I 4 \�� 6R N OD — CO,- N eo 1 I 1 v A2 1 N N 100 - M a 7,1- CO CO CY) NLL111 � I \ N ENTRY �oN ENTRY 6 TR. @ 10.5" EA. 1 V / �, ...,-_"1 ' 8"I in N N D102 S ' \ N - co �' \ N N CLOS. v \ N N I v \ ° _ \ ° zl- NO N \ N GARAGE N \ N GARAGE N w I1-9 N / 8 \ ao I NN III N III N \ / III I ., N b) 14' -5112" 41/2".1'-111"/ t. \ ,, 24'-10" _ _11.___. N ,, D LL CC N N N N (N) +/-4'-0"x 6'-8" DOOR& N N N \ N X 2' 0"x6' 8" SIDELITE \ O O - 5O \ I \ I- LL aiNrn N° �I N V° 7 F N D E O v UJ O \ / D100 \ ° \ r \ N 1 N N / 1 1 v N / / 1 III \ N I � O N LL cO \ , I N / I I N / lII 14'-5112° \ ° N ` N / N / co x w N v Ii U O IP CD 1 N / N / N / N w N EXTERIOR N / N / I \ ° , N / Z PLANTER \ ° WI I `/ I I N- I J.� N " N ` I `/ `� I + _ N " •� O CU \ \ N o NH U 4J O / N I I / N N� / N v ? N Iv CU N N I\ 0) I\ z N 1 7 N \ EXTERIOR N ° N I z N I N ° / N _ A PLANTER \. \ \ A 9'-91/2" 8��/ 9'_8" /\ v \ N N 1-L / , N / N NN NN N N N N ° (E) DOOR (E) DOOR N N N NN \ N N N \N \ \ \ \ V J - \ \ – N \ \° m \ - \ – N – \ \° \ \ \ \ \ \ N \ \ ice/ ///// \ \ / //// >///// \ \ N )\ T \ N 1 /N ° N 26'-81/2" / 20'-1112" Jr N 1ST FLOOR DEMOLITION PLAN \ \ FIRST FLOOR PLAN KEY NOTES 3 OF GOLp DEMOLITION PLAN KEY NOTES - FIRST FLOOR \ 1 D100 REMOVE FRONT DOOR & DOOR JAMB FOR FULL REPLACEMENT OF DOOR &JAMB. • SCALE. 1/4" = 1'-0" \° N 100 REPLACE STAIR AND HANDRAIL/GUARDRAIL IN EXISTING LOCATION. OPEN WOOD A2 1 1ST FLOOR PLAN 1 N N TREADS PER CODE.TREAD HEIGHT 7.2" SEE INTERIOR PLANS FOR WOOD AND RAILING SCALE: 1/4" = 1'-0" t* 1 N SPECIFICATIONS. FIELD VERIFY WIDTH &ALL DIMENSIONS. CO , e r 4 i � D101 REMOVE STAIRS AND RAILING FOR REPLACEMENT IN SAME LOCATION. N \N if r al D102 REMOVE FLOORING FOR REPLACEMENT. \ ° 101 SEE MECHANICAL PLANS FOR NEW EQUIPMENT. 1211712018 G 1 , 102 FIRE BLOCK & SEAL FLOORS AT LOCATION OF OLD DUMBWAITER. FILL IN DOOR t 4CV , D103 ABANDON & REMOVE DUMBWAITER FROM 1ST FLOOR TO THE 3RD FLOOR. OPEN ENING. $ ARG D104 REMOVE EXISTING MECHANICAL DUCT& SOFFIT AS REQ'D FOR NEW DUCTING. SEE MECHANICAL PLANS. 103 CONSTRUCT SOFFITS AS REQ'D FOR NEW MECHANICAL DUCTS. SEE MECH. PLANS. D105 104 D106 105 ISSUE DATE D107 106 D108 107 D109 108 109 110 ir COPYRIGHT: THE ARCHITECT'S SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT AND, UNLESS OTHERWISE PROVIDED,THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW,STATUTORY AND OTHER RESERVED RIGHTS,INCLUDING COPYRIGHT. SUBMISSION OR DISTRIBUTION OF DOCUMENTS TO MEET OFFICIAL REGULATORY — REQUIREMENTS OR FOR SIMILAR PUR-POSES DEMOLTION PLAN GENERAL NOTES DEMOLITION PLAN LEGEND PLAN GENERAL NOTES NEW PLAN LEGEND IN CONNECTION WITH THIS PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGA-TION OF THE ARCHITECT'S RESERVED - REMOVE ALL DOOR SLABS FOR REPLACEMENT- INDICATED BY DASHED DOORS. ° 1- EXISTING CONCRETE WALL TO REMAIN (N) = NEW ELEMENT - ALL DIMENSIONS ARE TO FACE OF STUD FOR NEW WALLS OR FINISH OF EXISTING Q - EXISTING INTERIOR WD. STUD WALL RIGHTS.HEREIN FOR THIS PROJECT ARE INSTRUMENTS OF ALL DRAWN AND WRITTEN WALLS INFORMATION CONTAINED - GYP. BD. CEILINGS AT CEILINGS AND WALLS TO REMAIN IN PLACE UNLESS REQUIRED -EXISTING CONCRETE WALL W/LOAD BEARING (E) = EXISTING ELEMENT FIELD VERIFY ALL EXISTING DIMENSIONS PRIOR ORDERING OF ANY MATERIALS OR - NEW INTERIOR WOOD STUD WALL TO BE REMOVED. ///, STONE VENEER TO REMAIN FABRICATION OF ANY ITEMS. 2 d,,l -EXISTING CONCRETE WALL - -EXISTING EXTERIOR STUD WALL W/LOAD BEARING - DOOR DIMENSIONS ARE INDICATED IN FEET. EXAMPLE: 2668 IS 2'-6" WIDE X 6'-8" EXISTING CONCRETE WALL W/STONE VENEER - ////' STONE VENEER TO REMAIN iiiii PROJECT NO: 1703 HIGH. _ -EXISTING EXTERIOR STUD WALL W/STUCCO OR - WINDOW DIMENSIONS ARE INDICATED IN FEET. EXAMPLE: 3050 IS 3'-0" WIDE X 5'-0" ///// -EXISTING EXTERIOR STUD WALL W/STONE VENEER DATE: 12/17/2018 SIDING VENEER TO REMAIN HIGH. -EXISTING EXTERIOR WALL W/STUCCO OR WOOD SIDING -SEE EXTERIOR SHEET TITLE: -EXISTING INTERIOR STUD WALL TO REMAIN - SEE INTERIOR PLANS FOR ALL INTERIOR FINISHES. ELEVATIONS FOR SIDING CHANGES 1ST FLOOR PLANS E _ =-EXISTING INTERIOR OR EXTERIOR STUD WALL TO BE _ -NEW STUD EXTERIOR WALL TO BE FILLED IN AT DOOR OR WINDOW OPENING - REMOVED STUCCO OR SIDING SEE EXTERIOR ELEVATIONS _ r////.I -NEW THIN CUT STONE TO MATCH EXISTING EXTERIOR STONE APPLIED TO EXISTING WALL WHERE SHOWN. (N) = NEW ELEMENT (E) = EXISTING ELEMENT A1 - 1 NDEO = NEW DOOR IN EXISTING OPENING. FIELD VERIFY SIZE PRIOR TO ORDERING NWEO = NEW WINDOW IN EXISTING OPENING. FIELD VERIFY SIZE PRIOR TO ORDERING a DEMOLITION PLAN KEY NOTES - SECOND FLOOR SECOND FLOOR KEY NOTES D200 REMOVE STAIRS AND RAILING FOR REPLACEMENT IN SAME LOCATION. 200 VERIFY PRIOR TO ORDERING WINDOWS THAT THE LOWEST PART OF THE CLEAR WINDOW OPENING IS D201 REMOVE WALL AS REQ'D FOR LARGER WINDOW. A MINUMUM OF 24" ABOVE FINISHED FLOOR. ADJUST WINDOW HEIGHT IF REQUIRED. D202 REMOVE WINDOWS FOR REPLACEMENT OF NEW WINDOWS IN SAME OPENING. TYP. UNLESS NOTED OTHERWISE. 201 ALL NEW FINISHES& FIXTURES IN BATHROOM (PLUMBING FIXTURES IN SAME LOCATION), RE: INTERIOR PLANS. D203 REMOVE & DISCARD OF ALL FINISHES AND FIXTURES IN BATHROOM (NEW FINISHES IN SAME LOCATION). REMOVE SOFFIT. REMOVE WALL BETWEEN BATHROOM &SHOWER. 202 NEW LAUNDRY ROOM: BASE CABINETS AS SHOWN W/ LAUNDRY SINK. UPPER CABINETS. STACKABLE D204 REMOVE FLOORING FOR REPLACEMENT WASHER/ DRYER. 203 BUILT IN BUNK BED WALL TO WALL FOR 2 QUEEN BEDS. D205 REMOVE STONE FLOORING. 0 204 REPLACE STAIR AND HANDRAIL/GUARDRAIL IN EXISTING LOCATION. OPEN WOOD TREADS PER CODE. D206 ABANDON & REMOVE DUMBWAITER FROM 1ST FLOOR TO THE 3RD FLOOR. a 4 44 TREAD HEIGHT 7.2" SEE INTERIOR PLANS FOR WOOD AND RAILING SPECIFICATIONS. FIELD VERIFY C._J D207 REMOVE & DISCARD OF ALL FINISHES & FIXTURES & CABINETRY IN LAUDNRY ROOM. WIDTH &ALL DIMENSIONS. MIIIPPPIIII D208 REMOVE BATH 5 IN ENTIRETY- BATHROOM TO BE RELOCATED. 205 NEW BATHROOM LOCATION. NEW FIXTURES & FINISHES. SEE INTERIORS PLAN. • D209 REMOVE FIXTURES& FINISHES IN BATH 4. ° 206 REFRAME FLOOR IF REQ'D IN HALL WHERE FLOOR HAS BEEN DROPPED. D210 REMOVE & DISCARD OF VANITY& CAP PLUMBING. ° 207 STEP UP AT DOOR IF OVERFRAMING WAS NOT REMOVED. - > D211 REMOVE WALL AS REQ'D FOR NEW SLIDING DOOR. D212 REMOVE BUILT IN DRESSER &SOFFIT ABOVE. ' 208 BUILT IN QUEEN SIZED MURPHY BED &SHELVING. RE: INTERIORS. C. �,+ ,, - _. 209 NEW FINISHES & FIXTURES & LAYOUT IN BATHROOM. ' . W\ D213 REMOVE RAISED FLOOR WHERE NEW HALLWAY WILL BE, INDICATED BY CROSS HATCH -SEE NEW 210 FILL IN WALL WHERE OLD DOOR USED TO BE LOCATED. U - /� FLOOR PLAN. I. a 211 FIRE BLOCK&SEAL FLOORS AT LOCATION OF OLD DUMBWAITER. D214 REMOVE BUILT IN CABINET. [ 212 IF EXISTING WALL IS NOT 2X6, FURR OUT ON CLOSET SIDE FOR DEPTH OF FLUES & MECH. DUCTS C O D215 CONTRACTOR TO EVALUATE RAISED FLOOR FRAMING IN BEDROOM 5, BATH 5 AND THE END OF THE • LOCATED IN WALL SEE MECH. PLANS. C UP HALL. IF RAISED FLOOR IS OVERFRAMED AND EASILY REMOVED, REMOVE OVERFRAMING SO THAT UP 213 IF EXISTING RAISED FLOOR WAS NOT REMOVED, OVERFRAME FLOOR IN TV/GUEST AS REQUIRED SO FLOOR LEVEL IS FLUSH WITH THE TYPICAL 2ND FLOOR ELEVATION. FLOOR IS FLUSH THROUGHOUT ROOM. co N a.) 214 COORDIINATE DUCT LOCATED WITHIN VANITY CABINET. CONSTRUCT SOFFIT AS SMALL AS POSSIBLE \ FOR DUCT ABOVE. LO CD/ 34'-3" A Cz �..�I 1/4" 1/2" 1/2" 1/2" 1/2" 1/a" 1/2" / 34' 3" A .11.,1 / 1'-2" .,I 11'-8 4 2' 0 4 6'-1" 4 11'-6 7 / 1/2" / // / //// 1'-2" .� 15'-2s/a°+/ 3Uz° 5'-01/z" HOLD �4 11'-61/4° 71/2°2 / n 1 r n / CO I W V •• _ / 'v 1/ p n 1/ y al V p 1/ v v V // n 'v v v n 1/ a1/ o _ O rk, v °z v v -_v 4 a v Cr I ° _ 1/ III I1 / 4 -© . z d) o CO CI) I CD 1 ° Co D204 III I I BATH, 1 ° - ® BATH 4 CD C ..j OI D204 - �, ( )2468 J N VIII \ _ I I I I o 1 1• NDEO F- BEDROOM 4 �y� �- — I co0V _ co HOT TUB li I BEDROOM 5 i \ III I I I X ~ �•y�\ 1 F T N BEDROOM 4 VIII TUB N z TV/ GUEST I J N I co o CY) `.J O VIII D205 1 - _ - �� JJI W <° VIII 0 I� QUEEN s 0 ) ,t) c\I 1 '� i> 11 v I 1 8'-6" - 11 °D I MURPHY BES I I \ 1— x w D211 D215 I� J D204 1 N I T LNDRY. N 11 0 13'-4s/a" L N Pr M '1 N w v I I h 1 11111 �0 1'-10" 1 ",_±.: - - - k`i _ D207 � � �CD208 \ I I —I=Z _ _ -1 - D210 z– 1 1 --60 - (N) PR. 1668 III \ / 11 %� 11 11 / N � � 3ELNDRY N F N ® NDEO 477r 0 0, CV RI C LL LLJ io III �� 11 BATH 5 D215 I I 11 11 — z z Y A2-2 4 III / Irl 111 I II I - •• c� I 7 TR. @ 10.5" A. PATIO 1 - 111 / \ Ill I--- -1-( D- �� i 1 11 N \ I 1 (( `Il o N 1 N ©/y4 N I(N)3668 b =6' 1 "77i- Lij A AZ D206 - - - � I I I PATIO M BATH5 483/a° gvz° r. I DOOR 6'-101/2" 6-7va° 0 ItLLmilli �D205 D213 J 1/ 9 1 1 a' 1/z" / 1/z° / / / • /111/z° 1/z° U_ c OD215 D204 30 8-10" 4 30" 210 47 38 - 71/2" \ 61/2" 1 -111/2„ DN. CI+--�► / N I I I41/75R • _I OODN co Fn 8' 10 " 41/2" 30" � 810" 41/z"- 30, 61/2" 15R I I J I I I I 14-5" 10" - 0 1. ® i� 1 �r, O w O ' U C1/] \ /� 1/7 41/2" r 9I ZSD in CO x a C-) CU N \ - - _ - _L/LL L I 1 _ 11' of Nwo . _ o `° D203 �- — Ir D203 F-=— N I- 1- TT -1 -1 - °° I N * co I� Eo rn N \ / II I \ / 11 4 • D200 1 \\ BATH 2 (N)2468 N Ow \\ (N)2468 rC°i w Ow . v L< z I Cn N p N I 11 /� N 11 I 11 ��/ w UP 1 1 1 1 1 I 111 l NDEO z Z l BATH 3 NDEO z m Z z O + �lBATH 2 z I �. UP 1 �{ 1 11- I �{ 1, / BATH 3 15R1 I I I I - ® 8' 101/r'� ® V 15R -I Z m 1 \ 1I I r ^� 1 ` 1, 1 �` �� J I I I I I I A2-1 5'-6" / 3'-8" I CC / \ I t / \ I I -I + = I I I I I I P (1q11)71- \ Q I (N)2668 PKT. I \ L- - AI ( 1 I L41 _I - - A 4\ II .— T, 1 NDEO I 200 Cf) i<E II N \.� 6TR. @10.5" EA.f N 1 II 1� / `� \NNTo 1 1 N r N N = 5' 3" co o i) I I \ O II D214A N Ow / 16'-111/2° - J J I II J 5' 5" 5' 5" o _.,SI - - J - J BUNK b 71 5'-5" (N) PR. 2468 - �\ J (N) PR. 2468 z z BUNK BUILT IN N D201 D204 En N NDEO N NDEO BUNK BED 0* GOLQ 11 11 D212 11 11 D212 \ / 10'-41/2"/ ti 6'-7"+/- En �Q I1.1 - -- d1,- Il • 1-_ _ _ 1 -0 ,_ 1 1111 7-,- ‘1'to _1 N (N)5'-0"x 4'-11" I ip t, 111111 BEDROOM 2 14'-61/2" 41/2"-A/2'-11/2" 71/2Lr, cn _ DBL. CSMT18 ` /+ H O EGRESS Allij:( 12117120 0 BEDROOM 3 11 17' 7" / BEDROOM 3 N z ,C G� R ey i • + x :c.„::, M 11 BEDROOM 2 zo M z s�Q A D204 I D204 ,- •- D202 -�j 1 O OUTLINE OF DECK ABOVE ISSUE DATE 1111 ' 1111 N � � III + xUz1/ �. ji.) DECK ABV. ? 1/ 11 \ / -2. \ _ =_11 ===—? ===-J1-= - —'= — �a1' l (' — — II I Nv N /z" N N (N)+/-5'-0"x 4'-11" FX (N)+/-5'-0"x 4'-11" FX Mr 1 • I♦ 71 12'-3" 61/2" 12'_21/2" N- 71/2" WI 2'-5"x 4'-11"CSMT W/2.-5"x 4'-11"CSMT /f 7`•/ �/ COPYRIGHT: 26'-3" EGRESS NWEO EGRESS NWEO THE ARCHITECT'S SERVICE FOR USE SOLELY / / 71/2"�� 12'_3" 61/2" / 12_21/2" 71/2"/re/ UNLESS OTHERWISE ITH RESPECT TO IS PROJECT PROVIDED,THE 2ND FLOOR DEMOLITION PLAN / 26'-3" / 3 ARCHITECT SHALL BE DEEMED THE AUTHOR O© SCALE 1/4" = - -0" A2-1 2ND FLOOR PLAN ALL THESE DOCUMENTS TS AND SHALL RETAIN O COMMON LAW,STATUTORY ANY IGHT. RESERVED RIGHTS,INCLUDING COPYRIGHT. L J ` J SCALE: 1/4" = 1'-0" SUBMISSION OR DISTRIBUTION OF DOCUMENTS TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR SIMILAR PUR-POSES NEW PLAN LEGEND IN CONNECTION WITH THIS PROJECT IS NOT DEMOLTION PLAN GENERAL NOTES DEMOLITION PLAN LEGEND TO BE CONSTRUED AS PUBLICATION IN PLAN GENERAL NOTES DEROGA-TION OF THE ARCHITECT'S RESERVED Q - EXISTING INTERIOR WD. STUD WALL RIGHTS.HEREIN FOR THIS PROJECT ARE I - REMOVE ALL DOOR SLABS FOR REPLACEMENT- INDICATED BY DASHED DOORS. , a - EXISTING CONCRETE WALL TO REMAIN (N) = NEW ELEMENT - ALL DIMENSIONS ARE TO FACE OF STUD FOR NEW WALLS OR FINISH OF EXISTING INSTRUMENTSOF ALL CONTAINED WRITTEN WALLS i - NEW INTERIOR WOOD STUD WALL - GYP. BD. CEILINGS AT CEILINGS AND WALLS TO REMAIN IN PLACE UNLESS REQUIRED o -EXISTING CONCRETE WALL W/LOAD BEARING (E) = EXISTING ELEMENT FIELD VERIFY ALL EXISTING DIMENSIONS PRIOR ORDERING OF ANY MATERIALS OR ° al -EXISTING CONCRETE WALL TO BE REMOVED. �� STONE VENEER TO REMAIN FABRICATION OF ANY ITEMS. I - -EXISTING EXTERIOR STUD WALL W/LOAD BEARING - DOOR DIMENSIONS ARE INDICATED IN FEET. EXAMPLE: 2668 IS 2'-6" WIDE X 6'-8" iii ii -EXISTING CONCRETE WALL WI STONE VENEER PROJECT NO: 1703 - w�� STONE VENEER TO REMAIN HIGH. �,,,, -EXISTING EXTERIOR STUD WALL W/STONE VENEER DATE: 12/17/2018 _ = -EXISTING EXTERIOR STUD WALL W/STUCCO OR - WINDOW DIMENSIONS ARE INDICATED IN FEET. EXAMPLE: 3050 IS 3'-0" WIDE X 5'-0" SIDING VENEER TO REMAIN HIGH. -EXISTING EXTERIOR WALL W/STUCCO OR WOOD SIDING-SEE EXTERIOR SHEET TITLE: ELEVATIONS FOR SIDING CHANGES -EXISTING INTERIOR STUD WALL TO REMAIN - SEE INTERIOR PLANS FOR ALL INTERIOR FINISHES. 2ND FLOOR PLANS -NEW STUD EXTERIOR WALL TO BE FILLED IN AT DOOR OR WINDOW OPENING - _ _ =-EXISTING INTERIOR OR EXTERIOR STUD WALL TO BE - STUCCO OR SIDING SEE EXTERIOR ELEVATIONS REMOVED - r/'i/A -NEW THIN CUT STONE TO MATCH EXISTING EXTERIOR STONE APPLIED TO lij - EXISTING WALL WHERE SHOWN. (N) = NEW ELEMENT (E)= EXISTING ELEMENT A 1 2 NDEO = NEW DOOR IN EXISTING OPENING. FIELD VERIFY SIZE PRIOR TO ORDERING NWEO= NEW WINDOW IN EXISTING OPENING. FIELD VERIFY SIZE PRIOR TO ORDERING m (----- I DECK ADECK 1 O ti ' 3'-10" Ci DN DN / / 1 \ , \ \ I A2-2 7-3' CO / 19 I / 4'-3" 3'-0" / /\J 71/2" ma 41/2" 71/2"7474_21"2" 1/2" 71/2„ 1/2" 1/2" 1/2" ►,� / " rt, 7121'x/ 112'-1112" 41/2 .i 19'- 7 ?y 2'-4 ),f7 ■ — ��' —_�� D308 \ (N)+/- 10'-4"X 6'-8" 319 N NSLIDER 3 PANEL, X00 (N)+/ 4' 10"x 6' 8" iii, `\,� FIELD VERIFY WIDTH318 (N)5'-0"x 4' 5" DBL. DOORRei -�= / �\ - \ `k \ \I _I _ \ - FX TEMP NDEO \ c. v MI N III III III III – + I ! ?J I )L + – – III / c> III C° N N -- o _ Ifix –ier (N)+/ 2' o° 0 �_ 11 7/ –_ _� – = � _ _ __I / M \ 1 \ I 1.-:). CSMT M DW SINK DW 36" RANGE NWEO C 1 11'-2" 2'-0" / HOOD / / D312 �— 11'-2" ® M 6.-6,. \ CD,, D312 1 1 8'_1" ® _ ® p W 11 A DINING E9 II J RANGE BREAKFAST i Co00 co 0 11111 - �—— -� \ 11111 co TRASH 36" SINK DW Co x " CO III I � I 1 \ LL LO IIII wl L _ jL::: r::Jl J- J N 1111j M0 w I I 1 � � I 0 � v PrI C.0 -C Cn 1111 I M II i I - III/ / \J E Xbo VJ -I--7 -:slL \ N IIII N "' SEATING znBREAKFAST °' x z DINING ti 1 q \ – \ `?- CD n, N 11111 N D313 D307 I I \ + N (DO W 712" z> 1/2" 71/2" r / 11111 o) / 12'-111/21' 4 2' 0"40/ / 3'-5" 8' 0' 9' 3" � 8 8 _ KITCHEN 1 O 1 L KITCHEN L............. 712" 1791Irc� 134" 9'-3" 5'-11" i> 0 T_6" 71z° , IIDECK D306 IOVE I – DECK N 4 O xA22 UO ow 323 I I I 11 - - - - - J-— o � z `9 30" 30" 7 TR. @ 10.5" EA. W mD314 r – �,,, 1 T- - - I I I ' ' 1/2 VLJI L_ I I J 'ANGRY PANTRY PANTRY = 6' 1o / 16'-4" / 0 I I I I I I ,\P- CY) CO CY) N O 1 1 �I 1 1 D309 N I I I// I I I0! �, N I I I I k�� ® / / 3' 8„ �–� z I I DN. DN. b 1 41/2" 12" 1 '�/ 10'-01/2" w u_ 15'-1" I 16'-9 15R/I I /r I I I .,� 712^� 12' 6" / 12'-91z" / 1T-0" 15R 10" I•, c z – - L � IL�-J D305 U i L1 I1 o - _ _ c C a o 0 E�if - = i • • 1 D311 _ _ \o' 0 - O o) a? O N N -1 z Mail T T T 7 7 \ \ �r � ZD) 8"�y/� I 1 `fl r` ® F- v ce o ZD N I I 1 1 1 I I I LULU LL D310 UPI I I I I I �I _ I I I - m=i N 0 o I I0 I I ® UP 6TR @ 10.5" EA. U. , IW CC E / 6, D303 15R UJ En I I I I I I I A2 1 N 712^ / I I 25'-0.. I I I I 2' 10"/ 5'-6 V2" 15 =5'-3" / 3'-8" / 10" 0 ; 0 CO ailN -\ / I� 1 �� I x I I 11 I 3'-1" 1 w 400 p8 . a� N o� / / \ D313 �- J " � _ I I �" I I �I ` p " o \ / I q - O < - C) I I 1 1 '� —612„ c) o z o ® PWDR. N o I= O 1/2" PWDR. - 4 (fl -- x > = CO 1/2" 1/2" 1/2" j = 7j v2° 12" 71/2" III j I I I I d /� z 8'-3 4 6' 0" 7 v >z w = (1 �U CL 25'-0" 1'-11" 7 8' 3 4 6' 0" I /� UJ w > ••g N II.■ N O •O f 1 lU I I 1 612° / - " ,� \ V�� o I I I 1 I i.ei 1' 11" N)2668 �J '` / _ _ D304 `I w w ® , 412" I 1 I I "rV NDEO • -±-- 7- ■ — N > cu IIIII I 1 1 _ o Z� z ® I I o I I i•i C 1 =•�� Z _ 63 `1 � � 64,� N IP' D313 I 1 illE11 I7I-6" 11 N 11 b_ me N :� N -- IIID301 \ - J / I I I I !•�i 1 DBL. DOOR 1,- 1111 0 - - - q I I 0 i�i° 1 NDEO 11111 —__ THIRD FLOOR KEY NOTES I I I N ® ��oi 1 300 INCREASE EXISTING DOOR OPENING HEIGHT FROM 6'-6" DOORS TO 6'-8" DOORS. I I `oI I : c-II 41 D300 - 301 VERIFY PRIOR TO ORDERING WINDOWS THAT THE LOWEST PART OF THE CLEAR WINDOW 1 I I I LIVING ___ 11111 - OPENING IS A MINUMUM OF 24" ABOVE FINISHED FLOOR. ADJUST WINDOW HEIGHT IF I I LIVING I 1 1 o t 1III / 1-7-=- - REQUIRED. I I I I0 1 1111 302 FRAME AROUND STRUCTURAL COLUMN W/ DECORATIVE WOOD COLUMN, 8" SQ. I I 14'-4" 1 I 5'-4" ,� F GOLD 11111 F FINISHED- RE: INTERIORS. 1c1 1/1 i �!(�0 �Q i. IIIz _ D302 III N III 1 303 CREATE DECORATIVE WOOD BEAM ABOVE BY FACING BOTTOM & GREAT ROOM SIDE, U Li �. ?3irCi<CCC �• N \ N r- = DROP BOTTOM OF BEAM 2" FROM FIN. CEILING. WRAP BEAM TOWARDS FIREPLCE 9"W x N N of �`;tL — � �® ti K1:0-020AB ` fie �"�` `� i I _`� _ 15"H - RE: INTERIORS `� R �1/z" 304 CREAT WOOD 8 SQ. COLUMN TO MATCH OTHERS AGAINST FINISHED WALL. • \7 22'-2" I2'-10" I 71/2" (N) +/-6'-0"x10' 0" FX �`305 FILL IN WALL WHERE WINDOW HAS BEEN REMOVED. �' � TEMP 2EQ. PANELS � A�G� I 26'_3 5,_.„ NWEO F.V.WIDTH IIIIIffL' 306 6x8 DECORATIVE BEAM ABOVE. T.O. BEAM AT+17'-0" AFF-SEE INTERIORS FOR FINISH 26,- „ 111 I DECK 307 CUSTOM GAS FIREPLACE, SEE SHEET A3-1 FOR DETAILS. RE: MECH. FOR FLUE "' DECK A2-1 6._ 308 CONCRETE HEARTH I MEM_I •uuu,,,,,,ri uuuu,,,,,,,,,,,,..,,,,11 1 I ISSUE DATE 309 LOAD BEARING STONE APPLIED TO WALL. AT TWO STORY SPACE INSTALL FROM TOP OF \ ■■ DEMOLITION PLAN KEY NOTES - THIRD FLOOR 3RD FLOOR DEMOLITION PLAN 3RD FLOOR TO UNDERSIDE OF ROOF FRAMING. AT ONE STORY SPACE INSTALL FROM TOP D300 REMOVE & DISCARD FIREPLACE, HEARTH AND CHIMNEY UP TO UNDERSIDE OF ROOF SCALE:© OF 3RD FLOOR TO UNDERSIDE OF 4TH FLOOR FRAMING. WRAP STONE AROUND CLOSET FRAMING. REMOVE FURRED OUT WALLS &ALL CABINETRY. AND TO EXTERIOR WALL. SEE 4TH FLOOR PLAN FOR ADDITIONAL STONE LOCATION. RE: O 3RD FLOOR PLAN DEMOLITION PLAN LEGEND STRUCT. SCALE: 1/4" = 1'-0" D301 REMOVE WALL, DOOR & WINDOWS FOR INSTALLATION OF NEW DOOR &WINDOW 310 INSTALL WINDOWS/ DOOR IN (E) OPENING WIDTH. INCREASE OPENING HEIGHT AS REQ'D. WALL. REMOVE WALL FRAMING ABOVE (BETWEEN LOWER & UPPER WINDOWS) SEE 4 ati- EXISTING CONCRETE WALL TO REMAIN (N) = NEW ELEMENT COPYRIGHT: THE ARCHITECT'S SERVICE FOR USE SOLELY NEW DESIGN. ,. WITH RESPECT TO THIS PROJECT AND, -EXISTING CONCRETE WALL W/ LOAD BEARING (E) = EXISTING ELEMENT 311 PROVIDE NEW SUPPORT ABOVE WINDOW RE: STRUCT. i M STONE VENEER TO REMAIN UNLESS OTHERWISE PROVIDED,THE D302 REMOVE DOORS &WINDOWS FOR INSTALLATION OF NEW GLAZING IN EXISTING ARCHITECT SHALL BE DEEMED THE AUTHOR 312 OUTLINE OF NEW CANTILVERED FLOOR ABOVE. OFTHESEDOCUMENTSANDSHALLRETAIN OPENING WIDTH. REMOVE FRAMING BELOW WINDOWS TO FLOOR AND BETWEEN -EXISTING EXTERIOR STUD WALL W/LOAD BEARING ALL COMMON LAW,STATUTORY AND OTHER ///// STONE VENEER TO REMAIN 313 REPLACE STAIR AND HANDRAIL GUARDRAIL IN EXISTING LOCATION. OPEN WOOD RESERVEDSUBMISSION OR DISTRIBUTION OF LOWER & UPPER GLAZING -SEE NEW DESIGN. / TREADS PER CODE. TREAD HEIGHT 7.2" SEE INTERIOR PLANS FOR WOOD AND RAILING DOCUMENTSEQIRMETOS ORMFORSIMILAAL RPUR-POSES D303 REMOVE FRAMED WALL EXTENSION. -EXISTING EXTERIOR STUD WALL W/STUCCO OR REOUIREMENTSORFORSIMILARPUR-POSES - SIDING VENEER TO REMAIN SPECIFICATIONS. FIELD VERIFY WIDTH &ALL DIMENSIONS. PLAN GENERAL NOTES NEW PLAN LEGEND IN CONNECTION WITH THIS PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN D304 REMOVE & DISCARD OF ALL FINISHES & FIXTURES IN PWDR. ROOM FOR INSTALLATION ALL DIMENSIONS ARE TO FACE OF STUD FOR NEW WALLS OR FINISH OF EXISTING EXISTING INTERIOR WD. STUD WALL DERIIGHTSIOHER IN FOR N OF THE THSITPRO PROECT'S JECT E IN SAME LOCATION. -EXISTING INTERIOR STUD WALL TO REMAIN RESERVED 314 NEW BATHROOM FINISHES AND FIXTURES RE: INTERIORS. - INSTRUMENTS OF ALL DRAWN AND WRITTEN 315 EXTEND EXISTING WALL AS SHOWN. IF EXISTING WALL IS NOT 2X6, FRAME NEW 2X6 WALL WALLS - NEW INTERIOR WOOD STUD WALL INFORMATION CONTAINED D305 REMOVE STAIRS AND RAILING FOR REPLACEMENT IN SAME LOCATION. E _ a-EXISTING INTERIOR OR EXTERIOR STUD WALL TO BE FIELD VERIFY ALL EXISTING DIMENSIONS PRIOR ORDERING OF ANY MATERIALS OR REMOVED FOR FLUE & DUCTS LOCATED IN WALL-SEE MECH. PALNS. FABRICATION OF ANY ITEMS. 2 a -EXISTING CONCRETE WALL D306 ABANDON & REMOVE DUMBWAITER FROM 1ST FLOOR TO THE 3RD FLOOR. 4. 316 NEW BASE CABINETRY AS SHOWN. SEE INTERIORS FOR DESIGN. D307 REMOVE & DISCARD ALL CABINETRY, APPLIANCE & FINISHES IN KITCHEN. - DOOR DIMENSIONS ARE INDICATED IN FEET. EXAMPLE: 2668 IS 21-6" WIDE X 61-8" o -EXISTING CONCRETE WALL W/STONE VENEER 317 KITCHEN: NEW CABINETS &APPLIANCES AS SHOWN, RE: INTERIORS. HIGH. hili PROJECT NO: 1703 D308 REMOVE BAY WINDOW IN ENTIRETY INCLUDING ROOF FRAMING, WINDOWS, AND DEMOLTION PLAN GENERAL NOTES 318 FILL IN EXTERIOR WALL AS REQ'D WHERE BAY WINDOW HAS BEEN REPLACED: 2X6 WD. - WINDOW DIMENSIONS ARE INDICATED IN FEET. EXAMPLE: 3050 IS 3'-0" WIDE X 5'-0" ///// -EXISTING EXTERIOR STUD WALL W/STONE VENEER DATE: 12/17/2018 FLOOR FRAMING. - REMOVE ALL DOOR SLABS FOR REPLACEMENT- INDICATED BY DASHED DOORS. FRAMING AT 16" O.C., 1/2" OSB &SPECIFIED EXTERIOR SIDING. FILL ALL CAVITIES W/ R-21 HIGH. -EXISTING EXTERIOR WALL WI STUCCO OR WOOD SIDING- SEE EXTERIOR SHEET TITLE: D309 REMOVE & DISCARD OF ALL WALLS & CABINETRY AS SHOWN. GYP. BD. CEILINGS AT CEILINGS AND WALLS TO REMAIN IN PLACE UNLESS REQUIRED BATT INSULATION. - SEE INTERIOR PLANS FOR ALL INTERIOR FINISHES. ELEVATIONS FOR SIDING CHANGES - 3RD FLOOR PLANS D310 STRUCTURAL COLUMNS TO REMAIN. 319 RAISE HEADER -WINDOW HEAD TO BE AT+7' " AFF- TRT. VERIFY SILL HEIGHT SITS -5RE: STRUCT. TO BE REMOVED. _ -NEW STUD EXTERIOR WALL TO BE FILLED IN AT DOOR OR WINDOW OPENING - D311 REMOVE WINDOW AT STAIR LANDING ABOVE FOR REPLACEMENT. WINDOW TOP TO AT COUNTER TOP HEIGHT. STUCCO OR SIDING SEE EXTERIOR ELEVATIONS CHANGE FROM ARCHED TO SQUARED OFF. _ 320 HOOD TO BE ISLAND HOOD/ FIN. ON ALL SIDES. _ Y////.I -NEW THIN CUT STONE TO MATCH EXISTING EXTERIOR STONE APPLIED TO - - 321 MECHANICAL DUCT TO RUN IN TOE KICK-SEE MECH. PLANS. EXISTING WALL WHERE SHOWN. D312 REMOVE & REPLACE HEADER TO INCREASE DOOR HEIGHT. _ 322 NEW DOOR OPENING, FIELD VERIFY WIDTH FRO OUTSIDE TO OUTSIDE OF 2 (E) DOORS, (N)= NEW ELEMENT (E) = EXISTING ELEMENT D313 REMOVE FLORING FOR REPLACEMENT. - REPLACE HEADER, INCREASE HEIGHT FOR 6-8 TALL DOOR. A 3 NDEO = NEW DOOR IN EXISTING OPENING. FIELD VERIFY SIZE PRIOR TO ORDERING D314 REMOVE WALL AS REQ'D FOR INSTALLATION OF NEW DOOR. 323 NEW DOOR OPENING, ALIGN DOOR WITH WINDOWS ABOVE IN MASTER BEDROOM. 324 UNDERFRAME CEILING ABOVE TO ALIGN WITH EXISTING CEILING HEIGHT. NWEO = NEW WINDOW IN EXISTING OPENING. FIELD VERIFY SIZE PRIOR TO ORDERING DEMOLITION PLAN KEY NOTES - FOURTH FLOOR D400 REMOVE FIREPLACE & CHIMNEY FRAMING TO UNDERSIDE OF ROOF FRAMING - EXTERIOR CHIMNEY TO REMAIN IN PLACE. D401 REMOVE BUILT IN DESK & SHELVING. D402 REMOVE FLOOR FRAMING AS REQ'D T INSTALL NEW FRAMING FOR CANTILEVERED FLOOR. RE: STRUCT. D403 REMOVE LOW WALL. D404 REMOVE GYP. BD. AT SOFFIT IF REQ'D FOR INSTALLATION OF MECHANICAL EQUIPMENT. 3 O D405 MASTER BATH: REMOVE & DISCARD OF ALL FINISHES AND FIXTURES A2-2 )( 43'-9" / 0 0 D406 REMOVE STAIRS AND RAILING FOR REPLACEMENT IN SAME LOCATION. _ / 34'-3" / D407 REMOVE FLOOR FRAMING AT CURVED STAIR OPENING -TO BE FINISHED W/SQUARE 71/2>,), 12'-5" 6112"1",/ 20'-01/2" 7112" / 3.-0,. / 6.-6" / CORNER. (N)+/-2'-4"X (N)+/-2'-4"X 34'-3" (N)+/-2'-6"X 4'-4" 4'-4" (N)+/-2'-6"X CO 71/2'/ 12'-5" 61/2" , 20'-01/2" 71/2" / D408 REMOVE WALL AS REQ'D FOR INSTALLATION OF NEW DOOR. 4'-4" FX CSMT CSMT TRAPEZOID �•/ / D409 REMOVE WALL AS REQ'D FOR INSTALLATION OF MECH. VENT., RE: MECH. TRAPEZOID NWEO NWEO NWEO N = — = -I D410 REMOVE & DISCARD OF ALL FIXTURES IN CLOSET. \ I NWEO� _,' ,+I 417 = D411 REMOVE & DISCARD OF STAINED GLASS PANEL SECURED TO INSIDE OF WINDOW. N A ATTIC N 1 N N ■ r� N co r� r` N I0 ALIGN D409 7 in D412 REMOVE DECK INCLUDING FRAMING, DECKING & RAILING. 1 1 1/2„ in -'N 31/2" U N En i ,_91/2" y 1 6-21/2" 1 / 6 6 5,_01/2" / ATTIC D413 REMOVE GAS FIREPLACE & FINISH MATERIALS FOR INSTALLATION OF NEW FIREPLACE 400 _____I ALIGN M c' - D408 IN SAME LOCATION. ® N -,' -4,* \ l� C CI \ �� N � (N) PR. 1450% - BENCH N L k - - - - '� D414 REMOVE WALL FOR INSTALLATION OF NEW WINDOWS. \ —N -- ��\ - r- ` ._....„----\ II r - - - I \ / D415 REMOVE WINDOWS &WALL FRAMING BETWEEN WINDOWS FOR INSTALLATION OF — IT / • 1\ C° II N C II� O k� 1 - - I 11I I \ / / - NEW WINDOW WALL SYSTEM. �� II = I / _ c'\ _ / 'I- Cl.) N IMASTER \� 11)-- - - ` I D416 MASTER M 404 N II 1 7 1 //�\ Co CO N I �i �� •I • v In n / BEDROOM D413 1 �7 o o D417 BEDROOM �, 11 (7);'' / // �.�� \ L.1 J N / 8 M. BATH / \ - N r \ _ _ -- •V _ ____ N N -I - _ = , f D418 <" m I1 = 402 �° ` \ \ CDCoI o = � aN I/ vz° rn 1/z" D419 Es) w m 12'-5" 3'-11112" iv N g / 2. 9.. - N� 112" J,7 vz„ 4112" 6 2V2' 6 / A a) `zC L16'-4 9'-2112° 4vz° 2'-11" v w Q - > Q W u) / 4'-11 1 �•f - N o = \ 12'-6" M. BATH _ N 71/2" D420 O > _ _ - N ° Co w - ' O p� Lij _ a.)\ -, =� I I D4050 1 b U Q w M. 1 - 1 m oo \ 4' 6" .w mz `� cin A2 2 =f o- - D410 I - - - - - -- - H _ _ - - ,_ 0z D414 /� _�\ /�_ 0 ~ QCLOS. N I 1 / o N o M I NN� 11 / l \ 1 I �� 4 _ xw I �; N_ z / zI I M. I = .1 1 / o _ w II z ® C '�'� z� OM CLOS. I - \ 1 \ u z J \ } - `? _ CDU 0 \ - - f I I 1 I TM- o` _� `� 16'-4 \ -\ 41/2" 4'-8" k 2'-1" 6)� 112" o i — J - 1/2" 9'-2 D412 / 16'4/2" 9'-5" 16'-11/2" I I I I I I = 10"74/ i- / ' 7vz" 1/z,. T x z CO/2" _ ,/2� DN I I I I I I z 6 - H COw ° �.O 7 D404 m \ 4 D408 , `° 406 10' 712"+/ / C° DN. N . o_ ■ N I__�" 15R. `� i `(' 15R 7TR. @ 10.5" EA. z O CY')_ I M —I I I I I , I (N)286 5 2 = 61V23-8CD ° H- co`O I D406 /� L L L L 1 N \ h / N / �, � coO rn II \ O � I . . 0 1 / XzQa\ 71/2° " I- T T T 7 7 1/z° r` °' N N - cl' o r` N eL ,, D25'-10U2" D 6'-7U2" 9' 9 10"�� 7 I I ioI I 2' 6„ A rn z O I�' I I I I I I •I OFFICE I I 11 _ w v � ,„ ¢ w Co 408 N + w Q IIIA D403 ---,HI LOFT I I I I I I I ZD 1 A21 I I I I -.--5 0 J 11111 L - - D407 �i = I I l I \\ I I I I Y j Z w L I I 1 1 Ici o OFFICE I •�/ IN VIII I // STEP DN. rI -� CLOSET \ o0 0o J D402 �; �� LL EN , I I I I LOFT BENCH 1111171- / / D401 FOURTH FLOOR KEY NOTES _ I I I I r 2' 5" 7.-01/2"+/- '_i ' 0112°+/ IIIII i ( �\\ �1, D410 1? 400 VERIFY PRIOR TO ORDERING WINDOWS THAT THE LOWEST PART OF THE CLEAR I I I 1 " 5.. 1 /1' 8"Pi / / 9'-7" \\ 'y`61 z 6.-10" 71/2"�/ WINDOW OPENING ISA MINUMUM OF 24" ABOVE FINISHED FLOOR. ADJUST co I I I I �. ® SAUNA L - - - -� WINDOW HEIGHT IF REQUIRED. g 1 1 OPEN ® I 1 N N 2668 O H LL O N On 11= OPEN I - - - I I ►� T I ° w I I N TO 11 - o, 1 O ® 405 LL .c I TO I I 401 36 X72 FREE STANDING TUB. NLLX J �J I HEATER '= U 0 q D400 I 1 �l _ I \ = Q w 1 1 ° BELOW I I M _ O Ln 111 11 BELOW I _~ _ 402 REPLACE FIXED SKLIGHTS (TOTAL OF 2) IN SAME ROOF OPENING. PROVIDE = °' N --- -11�1 -1 L.L� z C7 co o O H- � I I � o I I �\ Y Inn D415 N 7 r, N m Q - N -, \ - (N)2'-10"x 5'-11" (N)2'-10"x 5'-11" N O I— - O N III I INTEGRATED SHADES. x w \ TEMP FX TEMP FX D411 I� + w I I I I 7--, A ■ � U c� O o I 403 NEW CLOSET FINISHINGS AS SHOWN. COORDINATE W/ MECH. DUCTS ABV. Z-± 1-(b-1 N 11111 I I ? cn 1 1 411 I 6' 5"+/ 31/2" vr' a� N z 4 A 404 NEW GAS FIREPLACE INSERT-SEE INTERIORS ! 10' 2"+/- 7 �/ = U] 0 I I I I 17' 6" / U 405 MASTER BATH: NEW FINISHES AND FIXTURES THROUGHOUT. SEE INTERIORS. 22'-9" 71/2" U PROVIDE STEAM SHOWER SYSTEM. SHOWER GLASS ENCLOSURE TO EXTEND FROM I I 1 I / 11111 I I CURB TO CEILING. 11 I I 2.-3"-i111 ® I I ® I I _ \ � Q I I 406 CONSTRUCT NEW SOFFIT AS REQ1D IN HALLWAY BELOW MECH. EQUIPMENT. I I I I = \ 1101 7 11111 I I 407 REPLACE STAIR AND HANDRAIL/GUARDRAIL IN EXISTING LOCATION. OPEN WOOD 1 1 1 1 = - 0 \ TREADS PER CODE. TREAD HEIGHT 7.2" SEE INTERIOR PLANS FOR WOOD AND RAILING 1-1 \ LJ \ SPECIFICATIONS. FIELD VERIFY WIDTH &ALL DIMENSIONS. \ I 408 NEW GUARDRAIL TO EXTEND TO WALL. ;, \ �O* ��La� \ ? "" - - - - \ 409 INSTALL SAUNA SYSTEM: FILL INTERIOR WALL CAVITIES WITH INSULATION, COVER ALL \ _1\ Q 71/2" . vz° 1/z° 1/2° SURFACES WITH A FOIL VAPOR BARRIER. FINISH WITH T&G CEDER PLANKS. BUILD NWEO NWEO CO 1; t* 22' 2" 6 �/ 2'-3 /�7 SEE NORTH ELEV. SEE NORTH ELEV. J� 26.-3" 17.-71/2" / OUT BENCH @ +20" AS SHOWN. 71/2" ?• 25'-0" 71/2"__ / �r 254 410 LOW WALL,T.O. FRAMING @ +36". CAP TOP OF WALL. RE: INTERIORS. / 26 3 / 1211712018 �G 411 NEW CHIMNEY-SEE A3-1 FOR DETAILS. A2-1 Ilk. 0 itr061 412 6x8 DECORATIVE BEAM ABOVE. T.O. BEAM AT+17'-0" AFF-SEE INTERIORS FOR FINISH sr� __ © 4TH FLOOR DEMOLITION PLAN 413 NOT USED. 4TH FLOOR PLAN SCALE: 1/4" = 1'-0" O SCALE: 1/4" = 1'-0" ISSUE DATE 414 LOAD BEARING STONE APPLIED TO WALL. AT TWO STORY SPACE INSTALL FROM TOP OF 3RD FLOOR TO UNDERSIDE OF ROOF FRAMING. AT ONE STORY SPACE INSTALL FROM TOP OF 34TH FLOOR TO UNDERSIDE OF ROOF FRAMING. 415 BUILT IN DESK- RE: INTERIORS 416 NEW MECH. EQUIPMENT- RE: MECH. PLANS. 417 NEW MECH. LOUVER, RE: MECH. PLANS. lr IM 418 ALIGN WALL SO IT HITS NEW WINDOW JAMB. COPYRIGHT: THE ARCHITECT'S SERVICE FOR USE SOLELY 419 NEW VENT TO BE LOCATED IN WALL ABOVE -SEE MECH. PLANS. WITH RESPECT TO THIS PROJECT AND, UNLESS OTHERWISE PROVIDED,THE 420 ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW,STATUTORY AND OTHER RESERVED RIGHTS,INCLUDING COPYRIGHT. SUBMISSION OR DISTRIBUTION OF DOCUMENTS TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR SIMILAR PUR-POSES DEMOLTION PLAN GENERAL NOTES DEMOLITION PLAN LEGEND PLAN GENERAL NOTES NEW PLAN LEGEND IN CONNECTION WITH THIS PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGA-TION OF THE ARCHITECT'S RESERVED - REMOVE ALL DOOR SLABS FOR REPLACEMENT- INDICATED BY DASHED DOORS. a a^ - EXISTING CONCRETE WALL TO REMAIN (N)= NEW ELEMENT - ALL DIMENSIONS ARE TO FACE OF STUD FOR NEW WALLS OR FINISH OF EXISTING Q - EXISTING INTERIOR WD. STUD WALL RIGHTS.HEREIN FOR THIS PROJECT ARE INSTRUMENTS OF ALL DRAWN AND WRITTEN WALLS INFORMATION CONTAINED - GYP. BD. CEILINGS AT CEILINGS AND WALLS TO REMAIN IN PLACE UNLESS REQUIRED o , -EXISTING CONCRETE WALL W/ LOAD BEARING (E)= EXISTING ELEMENT FIELD VERIFY ALL EXISTING DIMENSIONS PRIOR ORDERING OF ANY MATERIALS OR - NEW INTERIOR WOOD STUD WALL TO BE REMOVED. ////. STONE VENEER TO REMAIN FABRICATION OF ANY ITEMS. a aJ -EXISTING CONCRETE WALL - //„ ,-EXISTING EXTERIOR STUD WALL W/LOAD BEARING - DOOR DIMENSIONS ARE INDICATED IN FEET. EXAMPLE: 2668 IS 2'-6" WIDE X 6'-8" IM - STONE VENEER TO REMAIN �� -EXISTING CONCRETE WALL W/STONE VENEER HIGH. PROJECT NO: 1703 -EXISTING EXTERIOR STUD WALL W/STUCCO OR - WINDOW DIMENSIONS ARE INDICATED IN FEET. EXAMPLE: 3050 IS 3'-0" WIDE X 5'-0" ///// -EXISTING EXTERIOR STUD WALL W/STONE VENEER DATE: 12/17/2018 SIDING VENEER TO REMAIN HIGH. -EXISTING EXTERIOR WALL W/STUCCO OR WOOD SIDING -SEE EXTERIOR SHEET TITLE: -EXISTING INTERIOR STUD WALL TO REMAIN - SEE INTERIOR PLANS FOR ALL INTERIOR FINISHES. ELEVATIONS FOR SIDING CHANGES 4TH FLOOR PLANS E = E-EXISTING INTERIOR OR EXTERIOR STUD WALL TO BE _ -NEW STUD EXTERIOR WALL TO BE FILLED IN AT DOOR OR WINDOW OPENING - REMOVED STUCCO OR SIDING SEE EXTERIOR ELEVATIONS _ Y////.I -NEW THIN CUT STONE TO MATCH EXISTING EXTERIOR STONE APPLIED TO EXISTING WALL WHERE SHOWN. (N) = NEW ELEMENT (E)= EXISTING ELEMENT Al 4 NDEO = NEW DOOR IN EXISTING OPENING. FIELD VERIFY SIZE PRIOR TO ORDERING NWEO = NEW WINDOW IN EXISTING OPENING. FIELD VERIFY SIZE PRIOR TO ORDERING a NE NE HEIGHT OF (E)CAP -\ \_' TO BE REMOVED \ 0 0 N REPLACE (E) CHIMNEY CAP W/ EN REPLACE (E) EP? (N)CHIMNEY SHROUD, DARK \ (N) CHIMNEY SHROUED, DARK / CI BRONZE COLOR, BRONZE COLOR, PERFORATED SIDES M PERFORATED SIDES REPLACE (E) CHIMNEY CAP W/ I I _ I 1 , (N) CHIMNEY SHROUD, DARK 12 II I 1 II12 _ ___I .. ... (E)CHIMNEY BRONZE COLOR, \ \ gl-____�� _��_��_��_��1 PERFORATED SIDES - 12 g I I I o �g (E) CHIMNEY �____________________ �____________________ / I I _ 1 __ I II I I I I N1111111 I____ ____ ____ I I__ I 1111111111 ______________________1 I I I I 12 _—_ \ m I_____ ____ _____1 I I I I 1 ��======��======��== 1 1 , I -1g E ROOFING (E)CHIMNEY �_____ ______ ________ ( ) ________________________I I 1 , , I 11111111111111111111111 ...11 1 I , I 1 I , d _ 1 O 1111111111111111 �________________________1 1 1 I 1 1 1 1 1 1 (E) ROOFING _ _ 1 I I 1 1 I I I _________________________1 1 I I 1 1 I I I 1 __________________________ I I I 1 1 I I 1 _________________________1 1 I I 1 1 I I I I __________________________ I I I I I I I I I , i __________ ____ 1 I I I I I 1 , I 1 I , I __ , , , , 1 , I , I1 ___—____ • ci + _____�________�_________ I ' I ' I ' I ' I ' I ' I I I ' I I I I I I I 11I I (E) FASCIA _ •000 L 1E _______________. _________ , , I I , , I I , , _ _____ I _________ 1 1 1 .II ! lV 1 6.. I I I I I I I I I I I � . , I I I I I I I I I I I (N) DOUBLE - - ___ CO � I I I I I I , , I I , , I I I I I I , I I , I , I I , , , I I I I 1 I , 1 1 I I 1 1 I , 1 , , I I , I 1 1 I I 1 1 I I 1 1 I I 1 III‘llIll WINDOW IN (E) r . o + 11 _ SINGLE WIND. ., �_________ OPENING I` 10'-0" `n ih 1 _ ======= ' 1, (E) 1X6 PAINTED E FASCIA _....... ��_ 1 ( ) _______� �_______ VERTICAL CEDAR (N)WINDOWS W/(N) I__ 4, 1 _ _. _ � `` � �_______ I SHIPLAP PAINTED 1X64 EQ EQ EQ EQ V (N)WINDOW CONFIGURATION IN E.Q. E.Q. E.Q. CEDAR TRIM _ _ �( - i(1 r / (N) SECONDARY LIGHT (E)OPENING W/(N) PAINTED 1X6 T.O. 4TH FLOOR _ �1 4111 (N) PAINTED 1X6 r ,1/ CEDAR TRIM SHEATHING FIXTURE, (N) LOCATION, !�J i��1�1 _ A v(E) 1X6 PAINTED � - � CEDAR TRIM' 127 0„ \ \ TWO LOCATIONS r, II � 1111 VERTICAL SHIPLAP N l (N) SECONDARY LIGHT SIDING I 'Co II T.O. PLATE o (N)WINDOW CONFIGURATION ■ - „+ 6 +/ ■ ■ r� 0 FIXTURE, (N) LOCATION (N) SECONDARY LIGHT 125' 1138" IN E OPENING 6' 0 / 1111 6' 0"+/ CDC (N)SLIDING GLASS DOOR W/ FIXTURE, (N) ( I �✓ (N) 1X6 PAINTED CEDAR TRIM - PAINTED WOOD TRIM I o II C TO MATCH (E) LOCATION, TWOo LOCATIONS q —� o n, 11111111111 o, (E) STUCCO NDEO W i� EXTEND STUCCO TO IIII � I II II III I I I I I I I I I II II II II .N > HEIGHT SHOWN T.O. 3RD FLOOR 111111111.0.•.....1L. SHEATHING .11 1•1 i -.---.-1. .-'.t7,-.-. li_ _i_ _i_i_ l •,•..1.1h•..41•..1•.•.m lE RAILING%,_,_________________________ vvrr- -� M III I '1•M ILaA • •/ co _c iii ilMl�iSM ii 1111 ii lIiUiIiUiiIiiliih 111 11 11 1 II t ` iiiiiiiiiiiiiiiiiiiiiiii - iiiiiiiiiiiiiUUiUiUii T.O. PLATE o (E) SINGLE WINDOW; ; REPLACE Wn✓' 116'-113/8„ ' I (E) RAILING o NWEO ' FT . ,I5'-0" ' DOUBLE WINDOW& WEC NWEO M NWEO 6 (E) PAINTED BRACKETS / I 771- ill ' (N) PAINTED 1X6 / T.O. 2ND FLOOR CEDAR TRIM ~ / - C° (E) STUCCO (E) PAINTED 1X6 WOOD SHEATHING TRIM 109'-0" - O (E) STONE O L U O CO — 00 Al I T.O. PLATE °' (N) SLIDING GLASS (E)STONE 107'-11318„ o epoiIimaigiiit CO CO m i ;- Or II/ 111 llorligm ;111171111 I DOOR II Mii > o (E) PAINTED 1X6 WOOD IONIIIIIIIIIII.1 gr. i TRIM �� li talliigl �I, T.O. 1ST aTm!• 11111101 0 11111117 iiilli IIFLOOR ENTRY ,,i ,fi 1,��I rA �,1100'-0" 4,� xlia ��&t�o (E)DOORIlli 0� dill (E) DOOR 0� I 1 — - - — - 8100'-8sis° \ \ �I�I�hog��tresq�1��1'I �1� NA 1�� .�:�►�i:�:��aii � 11 (N)LIGHT FIXTURE 1 IN (E) LOCATION (N) PAINTED WOOD (N) DOOR&SIDELITE IN I w TRIM TO MATCH (E) (E) DOOR OPENING, DOOR TO BE 1x6 I I 4 EASLLEOYATION EVERTICAL SHIPLAP, SCALE: STAIN • NORTH ELEVATION CD 8 u, o 0,1111411, SCALE:3/16"= 1'-0" EXTERIOR ELEVATION LEGEND 0 W � U c o �cu (N)= NEW ELEMENT NWEO = NEW WINDOW IN EXISTING WINDOW OPENING . — U > 0 CU (E) = EXISTING ELEMENT NDEO = NEW DOOR IN EXISTING DOOR OPENING IO EXTERIOR MATERIAL SPECIFICATIONS U ------- --- ROOF (E)TILE _ __ -----=-. • -_,-*._--_-----,, - _,___--- FASCIA _ 011 FASCIA& SOFFIT (E) PAINTED WOOD BROWN _ _ _____ ---: .' ..-------.--- - Cn < STONE _ �--::::::, = _--- (E)STONE WYOMING MOSS ROCK �� l � STUCCO �� \\\\\\\\\\\\ (E)STUCCO 'WHITE' NEW STUCCO TO MATCH (E) COLOR& -=== \\\\\\\\== ===-=—� SIDINGE 1X PAINTED VETT AL CEDAR SHIPLAP BROWN Ts...•,------,..J.:...„.---v-:,...- --vz.,. -.-------- M 7 _, IIIIIIPI �� ;;;;:ati,4 GLASS DOORS &WINDOWS (N)ALUMINUM CLAD, PELLA ARCHITECT SERIES, CLAD COLOR / �� % GOL I mo\ 'BROWN' (TO MATCH EXISTING BROWN CLAD PELLA WINDOWS) —�� OF �Rq I� GARAGE DOORS (E) PAINTED V GROOVE VERTICAL WOOD SIDING BROWN �, lik /` L 0 * 44-ff:7�0Z4��_�_��_.� .� FRONT DOOR&SIDELITE (N) DOOR CLAD IN STAINED VERTICAL 1X6 CEDAR SHIPLAP .1r..--- „..,,' ��' J� 1� �� it. WOOD SIDING �r t. =r=r__� le,ru �� COQ? / �:\\\\\=======-� RAILINGS (E) PAINTED WOOD BROWN '��-k EXTERIOR ELECTRICAL FIXTURE LEGEND1).,N...,,.."2,1•1712-018 AY i ��.�� HINKLEY LIGHTING, INC. G� FRONT DOOR FIXTURE �� , \ - ONE LOCATION SHELTERED �►� ��10 �� #1324KZ LED �I � BUCKEYE BRONZE �i HUBBARTON FORGE SECONDARY FIXTURE TWILIGHT LARGE OUTDOOR SCONCE - NINE LOCATIONS =17. #304905-1002711.IIDARK SMOKE 07 ��!I I I II .II I I I I I I i �� I��III�I �� I � I„1111 111 ,1, ;;;; , V i . ..11 I 1111P i�il ��Illlllll VIII IIIiIIIIiIIiI illil� lil ` i iii �m,.^rr,1 1 ill u u n u III —T LLL_/.•_._.---- lir 11 t i _ _ _ 2 2 > imiinip111111111 11 — [ [ , � � COPYRIGHT: , d . _ � _ !Iiilliii IIII ,. _ .�� -, WITH RESPECT TO THIS PROJECT AND, �. I I IIII THE ARCHITECT'S SERVICE FOR USE SOLELY 111 0 , QaoPoo `,IIII II Iki ,,,,,, �ffliI IIII11�. ._ IIII I I .. . „ . .,. ISI ►... �I I II I I .— ,.��,,,��',��-I .y i /' Q _� �> UNLESS OTHERWISE PROVIDED,THEI I .` l 1 �, ' –% aw �r —� �. � � /�`,�� , r- �, , ARCHITECTSHALLBEDEEMEDTHEAUTHORIII IIII II l IAT. 11041 �,1 /,-rAt /' *, //� '' 1 _�,►)/! �► m — , � OF THESE DOCUMENTS AND SHALL RETAIN i,l IIIIIIIli =�,��,i1 �'j t�� ,// ,' M�, � ' 'r, ''��.�o'/' �Ir�,� ,0��`�� ( ALL COMMON LAW,STATUTORY AND OTHER IIII II � _ _ 1,.` 1, M, _ . I � � RESERVED RIGHTS,INCLUDING COPYRIGHT. ,,,or �_ /��r 11�f 1 1r, 1,'�/�.��,1, ,'�r `/ /�� '=Sr//'I� SUBMISSION OR DISTRIBUTION OF �7Q�� I ( ' DOCUMENTS TO MEET OFFICIAL REGULATORY �� . �I 1 �I 1 4r/ ►' 144F: / �- % b 1/6 / �” ` I 3 , 111` , I1 I, s' REQUIREMENTS OR FOR SIMILAR PUR-POSES .0:41,,,o4::::::07:1:47:1:I) 114 / AI .00 IN CONNECTION WITH THIS PROJECT IS NOT 1 WO 1�' � I ►,ri �� D R ifi O BE A ON OTHED AS RCHTECTSTION IN REESERVED EOG T E111P / 'I0.�I'�/' �j �` --=' I 1// ro; v1 ".1 rdtli011eir , / ' / ' _` M' �� I,� IRIGHTS.HEREINFORTHIS PROJECT ARE/ rl/f , ,, ,- / ( ' 'r/ �� I 111`//'111,, .�'I, I' I INSTRUMENTS OF ALL DRAWN AND WRITTEN • 7 -'�IAb/.��'' I',,,I ,,1 �_ 11-Trli. ,-,��''1' :II'14II ,1.11/,1 ,' hI`� I�l� '.► _ ' `/ /. I Ili' INFORMATION CONTAINED ��. ' .- _, �r��i ��,,.Ia�,l� �,0 -------1 , - 4` _A , Vv.� �, I L �1 r ti 1. _ ,�, «� yi i .�� ►r,,. _ --'1'�� I� %1" ;I� �.;�u �p!rl� �. .�1�; -,��,��sw �� ,1 / _ •-47:44��«� 1110141?,,, t i� F III err ik.'_ 1 ' r 4 . 17p: `'�� PROJECT NO: 1703 `, � �•' 1/�/ik ��r�I� �,j 0� _ ' �= NI -11.011"C�� ,� f� I DATE: 12/17/2018 r,, !! ,•I� !'� I, ,/�� I t 1�Ir v� � ',,I I l SHEET TITLE: �,% �� 1�► firlillei VIVIr EXTERIOR`� �41%..4 I Ill I I 1 I I— �� . 4 ELEVATIONS itgh'....11111.4., , lilt --,,,,g,,„0r mix 0.1, 0 il EXTERIOR PERSPECTIVE NE EXTERIOR PERSPECTIVE NW A2- 1 ii REPLACE (E) CHIMNEY CAP W/ o REPLACE (E) CHIMNEY CAP W/ o\ (N)CHIMNEY SHROUD, DARK N (N) CHIMNEY SHROUD, DARK .c\ BRONZE COLOR, \ I BRONZE COLOR, \ PERFORATED SIDES PERFORATED SIDES (E)CHIMNEY 11111111111111111111 . 1111111111111111111 , 1 , 1 , iiiiiiiiiiiiiiiiiiii , i , 111111111111111111 11 (E) ROOFING , 12 12(E) CHIMNEY , , , iv y (E)CHIMNEY (N) RECTANGULARIIIIIIIM \ (N)SKYLIGHT IN (E) _ 12 WINDOWS TO (E)CHIMNEY SKYLIGHT OPENING ` �9 O REPLACE (E) ROUNDED TOP0 WINDOW W/(N) 1X6 STAINED CEDAR �III III , �� __ ( ) _ (E) ROOFING E FASCIA M=M 11.�. ' I I I ,___ ______, ;7TRIM , ��." • . � CO........ __ ...k > 1111 11111111 , 11111111 , , , , , , , , 1 ' 1 ' 1 ' 1 ' 1 ' 1 ' III1111111111111111111111 II 111111, pr (N)230"X30" INTAKE (E) 1X6 PAINTED VERTICAL CEDAR LOUVER FOR MAKE / • / (E) 1X6 PAINTED TRIM w UP AIR SYSTEM, c_, , , , , i, , , , , , „ „ „ , , , , nn,, SHIPLAP0 , __ /7: / O \ W (E) 1X6 PAINTED I I I I I I' (E) FASCIA z z • — (E) 1X6 PAINTED _ _ VERTICAL CEDAR (N) 1X6 PAINTED SHIPLAP L T.O. 4TH FLOOR VERTICAL CEDAR �� TRIM TO MATCH (E) N —� SHEATHINGOSHIPLAP �� (N) SLIDING GLASS Zo I C CI DOOR IN (E)2 DOOR in o (N) 1X6 PAINTED LOCATIONS, (N) 1X6 ^, (E) STUCCO ► 4_g�i2" m T.O. PLATE o CEDAR WOOD TRIMk, ii PAINTED TRIM W 'I 125'-11318" TO MATCH (E) 5' 0" EXTEND HEIGHT OF \ (E)STUCCO :c8 (N) SECONDARY LIGHT CD / w EXTEND HEIGHT OF /.(ii: �� FIXTURE, (N) CO 1 o.N >STUCCO AS SHOWNo K1 NWEO o v LOCATION, TWO ( )STUCCO AS SHOWN E RAILING O O LOCATIONS 7. . . . _ . . . . _•.�. T.O. 3RD FLOOR (N)SECONDARY LIGHT I w w7,_ SHEATHING FIXTURE, (N) _ z z NDEO L ��UV"a: �UUV, U,,��I MID CD r 118' 0" LOCATION, TWO r n i cr) a�v, LL �L _:__\_ LOCATIONS i o rrio V, , .J, NWEO I W liN _ 1 _ I T.O. PLATE ' CD — 1161-11318" (N)WINDOW W/(N) (fiE)) 1X6PAINTED (E) STUCCO 3: CEDAR TRIM TO LU NWEO MATACH (E) (E) RAILING z/ z (E) PAINTED 1X6 WOOD °' TRIM, TYP. AT(E) — WINDOWS T.O. 2ND FLOOR CD Ci 0 SHEATHING EXTERIOR ELEVATION LEGEND SOUTH ELEVATION \ \ ...., . \ 109' 0" © SCALE:3/16"= 1'-0" m -low-- i i( \ (N) = NEW ELEMENT NWEO = NEW WINDOW IN EXISTING WINDOW OPENINGOD �.0 `` e ''' T.O. 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BD. o `.�.J FINISH ih FLUE FLUE /17.01/2" \ ■ Co �� i •' T.O. 4TH FLOOR \ CO \ \ SHEATHING 127'-0" \ co \ o I-I - - - �I- - - NI - - - - - - T \ 1' 11/2" 4 /2! 4'_1" I N T.025'1ATE$ \ WALL ' I ' L� - 1'-2" 1'-2" 1 �\ 4TH FLOOR CANTILEVER �3" 4(2" 'L-a? 1111 * 3' TAPER 3 SIDES OF - N 00 / I J PLASTER FINISHED lR�� ;// 1�-71/2" 101/2" \ �\ SHOWN \ CHIMNEY iv z ' 1 "� \ NEW STONE p /// / 3'-0" 6, �1 . ANGLE STRUCT. \ Q p /11 / MASONRYDOME SUPPORTATSIDESOF \ VENEERON I LLJFIRE BOX \ DOME o WALL ru. cc E // M_ 6, OPEN SPACEBETWEEN TAPER 61/z \IL \ 4" CONCRETE BURNER&CHIMNEY , \ D O . . OPEN SPACE BETWEEN C1J d7 BURNER& CHIMNEY 1} T 5' 6" _ HEARTH 2 5 \ O o C!3 O 1 1 6.51/2" 6'-11" / 2'-10" �� 0 WRAP STONE o \ N I U o 00 AROUND CORNER - _ N 3' 1" O Lc7 I 1111STONEBEYOND - SHAIR LLJ = o cl NHEARTHTO. 3RD FLOOR VENT FS- . — 111F &liar- 4 � SHEATHING 118' 0" BURNER i I ❑ HEARTH TO OVERHANG 16'-0" OPEN BELOW CONC. HEARTH \ �\ \ HEARTH TO 2,-61/2" \ \ STONE BELOW BY 11/2" TO BACK STONE WALL, EXTEND OVERHANG BY 11/2"moi' A U >� 8'-4" STONE CLAD WALL AROUND FIRE BOX / FLOORING UNDER HEARTH / 2'-8" 5"�/ .ID cc RECESSED BURNER ' FIREPLACE SOUTH ELEVATION 6 FIREPLACE FRONT ELEVATION FIREPLACE NORTH ELEVATION UDa 0 SCALE:3/8" = 1'-0" SCALE:3/8" = 1-0" 2 FLUES- RE: MECH. 2'-5"x 1'-3" REQ'D MIN. CLEAR AREA FOR FLUES - - -- -- - I- CHIMNEY FRAMING TAPERED CHIMNEY BELOW IOFFICE N ;a? 2'-5" MIN. ,4COLO \ r. , t LOFT '' M N / CLEAR I ,t "' Z'S'� 0 \ 120712013 �V \ co \ 3 5/8" MTL. FRAMING \ � ////// ////0/ (//>///////////(/// @ 16" O.C. • dC 0 B.I. DESK N \ \1C � � 2" CLEARANCES ARG co r> _, r` _ II \ i?z w a, • \ \ \ \ FIRE BOX: CUSTOM / 1 2 rrlr: O U /' 1 I ■' I ■ ' 1 I C CD , _ / 7 D- d e e d V o _ � — i o Imo' _ - _ - VERIFY REQUIREMENTS a - — • OF NEW MECHANICAL a.) 0 1 -A� EQUIPMENT, RE: MECH. 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REQUIREMENTS REPLACED IN SAME LOCATION. Mr lr Q RECESSED CAN ❑D COPYRIGHT: EXTERIOR CUT-OFF WALL-MOUNTED LIGHT (� 110v DUPLEX OUTLET&2 USB PLUG PLANS ARE DIAGRAMMATIC ALL ELECTRICAL THE ARCHITECT'S SERVICE FOR USE SOLELY 'hl' USB WITH RESPECT TO THIS PROJECT AND, `IBJ RECESSED CAN,ADJUSTABLE LENSE WORK TO CONFORM TO THE CURRENT ERWISPROIDED,THE A OB BASIC PORCELIAN LIGHT FIXTURE 110v DUPLEX OUTLET ELECTRICAL CODE. ARCHITECT SHALL DEEMED THE HOR OF THESE DOCUMENTS AND SHALL RETAIN r1 RECESSED CEILING LIGHT FIXTURE,WATERPROOF ALL COMMON LAW,STATUTORY AND OTHER �1J Pc PULL CHAIN 0 QUAD 110v QUAD OUTLET -COORDINATE REQUIREMENTS FOR ALL TV RESERVED RIGHTS,INCLUDING COPYRIGHT. WP SYSTEMS, INSTALLED EQUIPMENT AND FIXTURES. 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