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HomeMy WebLinkAboutARB201800096 Plan - Approved 2018-08-20ARB DOCUMENTS FOR RIVERSIDE 2 SHELL 2325 SEMINOLE LN CHARLOTTESVILLE, VA FLOOR PLAN GENERAL NOTES DEMO PLAN GENERAL NOTES GENERAL NOTES LOCATION - CHARLOTTESVILLE, VA A. SCALE: DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN 1. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER 1. ADJACENT WORK AREAS WILL BE OCCUPIED BY THE QUESTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR WHICH MATERIALS, PLUMBING FIXTURES, ETC SHALL BE TENANT DURING THE ENTIRE LENGTH OF THIS PROJECT.-`! OBTAINING CLARIFICATION FROM BRWARCHITECTS BEFORE SALVAGED. 2. ALL NEW WORK TO BE SCHEDULED FOR NORMAL PROCEEDING, 2. VERIFY WITH OWNER BEFORE REMOVING ANY EXISTING OPERATING HOURS. COORDINATE THE TIMING OF NEW B. CODES: ALL CONSTRUCTION SHALL COMPLY WITH APPLICABLE PIPING OR ELECTRICAL CONDUIT THAT IS NOT BEING USED. CONSTRUCTION AND PROTECTION OF EXISTING NATIONAL, STATE AND LOCAL BUILDING CODES. 3. MAINTAIN ALL EXISTING STRUCTURAL ELEMENTS FOR BUILDING ELEMENTS TO REMAIN WITH TENANT AND C. JOB SITE: PRIOR TO SUBMITTING BID, CONTRACTOR SHALL VISIT STRUCTURAL INTEGRITY THROUGHOUT CONSTRUCTION. IT IS BUILDING MANAGEMENT PER BUILDING STANDARD JOB SITE AND NOTIFY BRWARCHITECTS OF ANY PHYSICAL THE GCS RESPONSIBILITY TO PROVIDE ADEQUATE SHORING PROCEDURES. CONDITIONS NOT INCLUDED IN CONSTRUCTION DOCUMENTS AND SUPPORT WHEN STRUCTURAL ELEMENTS ARE MODIFIED. 3. GC SHALL COORDINATE ENTIRE PROJECT, SCHEDULE WHICH REQUIRE CORRECTIVE ACTION. 4. THE CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS AND SPECIFICATIONS WITH ARCHITECT. ALL PORTIONS D. DIMENSIONS: ALL DIMENSIONS INDICATED ON PLAN ARE BEFORE DEMOLITION/CONSTRUCTION BEGINS AND NOTIFY OF THIS PROJECT SHALL COMPLY WITH APPLICABLE FROM FACE OF FINISH MATERIAL TO FACE OF FINISH MATERIAL; ARCHITECT OF ANY CONDITIONS DIFFERING FROM THOSE LOCAL, STATE, AND FEDERAL CODES. CLEAR OR CRITICAL DIMENSIONS ARE INDICATED. SHOWN BY THE DRAWINGS. E. PARTITIONS: PARTITIONS NOTED TO ALIGN SHALL BE ALIGNED 5. VERIFY THAT WALLS, ETC. TO BE DEMOLISHED ARE NOT FROM FINISHED FACES AND THE JUNCTIONS SHALL BE FLUSH STRUCTURALLY REQUIRED PRIOR TO REMOVAL. SUSPEND ANDSMOOTH. WORK AND NOTIFY ARCHITECT/OWNER IF ANY WALLS EXISTING CONDITIONS &DIMENSIONS F. FASTENINGS: ALL FASTENINGS AND ATTACHMENTS SHALL BE NOTED FOR DEMOLITION ARE UNEXPECTEDLY SUSPECTED FULLY CONCEALED FROM VIEW, UNLESS NOTED OTHERWISE. OF CARRYING SUPERIMPOSED LOADS. G. FIRE EXTINGUISHER: CONTRACTOR SHALL INSTALL FIRE 6. LEAD BASED PAINT IS NOT PRESUMED PRESENT IN THIS ALL INFORMATION REGARDING THE DIMENSIONS AND CONFIGURATION EXTINGUISHER AND RECESSED CABINET AS INDICATED ON BUILDING SINCE IT WAS CONSTRUCTED AFTER 1978. OF THE EXISTING CONDITIONS OF THE BUILDING WERE PROVIDED BY THE DRAWINGS, AND AS FURTHER REQUIRED BY GOVERNING 7. FLUORESCENT LIGHTING TUBES AND BALLASTS ARE ASSUMED OWNER'S OWN ON SITE STAFF. THE ARCHITECT DOES NOT WARRANT THE CODES. TO BE HAZARDOUS WASTE AND SHALL BE DISPOSED OF ACCURACY OF EXISTING DIMENSIONS PROVIDED BY THE OWNER'S OWN H. SHOP DRAWINGS: CONTRACTOR SHALL SUBMIT DIGITAL SHOP PROPERLY, UNLESS NO MERCURY VAPOR IS PRESENT IN REPRESENTATIVES. DEVELOPMENT OF DETAILED DESIGN AND DRAWINGS AND/OR SUBMITTALS OF ALL MATERIALS AND TUBES AND NO PCB'S ARE PRESENT IN BALLASTS. CONSTRUCTION DOCUMENTS PRODUCED BY THE ARCHITECT WERE •4 PRODUCTS TO BRWARCHITECTS FOR APPROVAL PRIOR TO 8. THE CONTRACTOR SHALL NOTIFY THE OWNER AT LEAST 48 AUTHORIZED BY THE OWNER TO BE BASED ON INFORMATION PROVIDED BY FABRICATION. ONLY PHYSICAL SAMPLES & COLOR CHARTS TO HOURS IN ADVANCE OF THE DISRUPTION OF ELECTRICAL THE OWNER'S REPRESENTATIVE. BE SUBMITTED BY MAIL. POWER, PLUMBING OR MECHANICAL SERVICES. I. CONSTRUCTION DEBRIS: DEBRIS RESULTING FROM 9. REMOVE ALL LIGHT FIXTURES THAT ARE NOT BEING USED IN CONSTRUCTION SHALL BE REMOVED ENTIRELY FROM THE SITE AFFECTED AREAS. VERIFY WITH OWNER BEFORE REMOVING DAILY TO A DUMPSTER PROVIDED BY THE CONTRACTOR. AND REUSING ANY EXIT SIGNS, CLOCKS, SMOKE J. CLEAN UP: CONTRACTOR SHALL PROVIDE A FINAL CLEANING DETECTORS, AND OTHER MISCELLANEOUS ELECTRICAL AT END OF PROJECT. ALL DIRT, DUST, DEBRIS, OILS, STAINS, EQUIPMENT, IN AFFECTED AREAS. FINGERPRINTS AND LABELS SHALL BE REMOVED FROM ALL 10. COORDINATE THE TIMING OF DEMOLITION WORK AND EXPOSED FINISHED SURFACES. PROTECTION OF EXISTING BUILDING ELEMENTS TO REMAIN K. VENDOR DRAWINGS: THE CONTRACTOR SHALL NOTIFY THE WITH OWNER PER BUILDING STANDARD PROCEDURES. OWNER'S REPRESENTATIVE OF ANY CONFLICTS BETWEEN - VENDORDRAWINGSANDTHECONTRACTDOCUMENTS. LATEST VENDOR DRAWINGS SHALL GOVERN. L. PARTITIONS: TENANT IMPROVEMENT COST SHALL INCLUDE ONE HALF OF THE DEMISING WALL EXCEPT WHERE, AT TH-E FTIME OF REF. CLG. PLAN GENERAL NOTES THE DESIGN, THERE IS NO ADJACENT TENANT. IN THE EVENT 1. ENGINEERING: THIS DRAWING REPRESENTS FIXTURE THAT THERE IS NO ADJACENT TENANT, ALL COSTS OF THE PARTITION SHALL BE INCLUDED AS NEEDED. CONTRACTOR LOCATION, TYPE AND SWITCHING FUNCTIONS ONLY, AND SHALL INCLUDE DRYWALL FOR INTERIOR FACE OF EXTERIOR IS NOT TO BE UTILIZED AS AN ENGINEERING DOCUMENT. PERIMETER WALLS, AND SHALL INCLUDE STUDS AND DRYWALL 2, LOCATION: CONTRACTOR SHALL NOTIFY BRW AROUND ALL COLUMNS. IN AREAS IN WHICH WORK IS DONE. ARCHITECTS OF ANY OBSTRUCTIONS PROHIBITING LIGHT PATCH AND REPAIR EXISTING STEEL FIREPROOFING TO FIXTURES FROM BEING LOCATED AS SHOWN ON THE -• MAINTAIN FIRE RESISTANCE RATINGS AS REQUIRED. IN AREAS IN REFLECTED CEILING PLAN. DIRECTION SHALL BE OBTAINED FLOOR PLAN LEGEND CODE INFORMATION DRAWING INDEX DESCRIPTION WHICH PARTITION WORK IS DONE AND REMOVAL OF EXISTING PARTITIONS IS REQUIRED, SEAL ALL WALL PENETRATIONS, FROM THE ARCHITECT FOR THE REVISED FIXTURE LOCATION. EXISTING AND NEW, TO MAINTAIN THE INTEGRITY OF THE 3. EQUIPMENT: ALL HVAC, ELECTRICAL AND PLUMBING ROOM EXISTING WALLS AND NEW WALLS WITH U.L. LISTED FIRE EQUIPMENT SHALL BE NEW AND FREE OF DEFECTS. ANY ASSEMBLIES. FLOOR PENETRATIONS: COORDINATE ALL BELOW SLAB WORK DAMAGED OR DEFECTIVE EQUIPMENT, WHETHER ROOM NAME AND NUMBER 101 A RENOVATION TO THE EXTERIOR SHELL OF THE 2325 SEMINOLE LN M. WITH SHELL CONTRACTOR PRIOR TO SLAB PLACEMENT. BUILDING STANDARD OR SPECIAL ORDER, SHALL BE REPLACED. X BUSINESS ADDRESS: 2325 SEMINOLE LN CHARLOTTESVILLE, VA 22901 A0.0 COVER SHEET A0.1 SITE PLAN BUILDING. RELOCATION OF EXISTING MECHANICAL UNITS AND ELECTRICAL/WATER METERS WITHIN THE BUILDING. N. DRYWALL: THE DRYWALL SYSTEM IS BASED ON DETAILS OF THE IS 4, CEILING HEIGHT: STANDARD CEILING HEIGHT, UNLESS AL] FIRST FLOOR PLAN U.S. GYPSUM COMPANY. ALL BOARD ABUTTING NOTED OTHERWISE, SHALL MATCH EXISTING ADJACENT X Al.l X INTERIOR ELEVATION KEY CONSTRUCTION TYPE: TYPE 58 A1.2 ROOF PLAN OTHER MATERIALS IS TO BE FINISHED WITH METAL EDGES OR FIRE CEILING HEIGHT. STOPPED AS REQUIRED. 5. SPRINKLERS: THIS BUILDING IS FULLY SPRINKLERED. X BUILDING AREA: APPROX. 27,461 SF. A2.1 EXTERIOR ELEVATIONS O. DIMENSIONS: DIMENSIONS ARE TO BE COORDINATED WITH ALL GENERAL CONTRACTOR FURNISH AND INSTALL NEW //��� A2.2 EXTERIOR ELEVATIONS - ENLARGED DISCIPLINES, VENDORS, TENANT FURNISHED EQUIPMENT AND SPRINKLER HEADS AS REQUIRED FOR NEW LAN. UI AS PER CODE 506.3 THE VA A2.3 EXTERIOR ELEVATIONS -ENLARGED DEVICES TO ASSURE PROPER PLACEMENT AND WARRANTY 6. HVAC: CONTRACTOR SHALL SUBMIT LOCATIONS OF AIR LOCATIONS EXTERIOR ELEVATION KEY COD CONSTRUCTION CODE: "WHERE A BUILDING IS A2.4 EXTERIOR ELEVATIONS -ENLARGED REQUIREMENTS. SUPPLY DIFFUSERS AND RETURN AIR GRILLES TO THE Al 1 EQUIPPED WITH AN APPROVED AUTOMATIC A2.5 EXTERIOR ELEVATIONS -ENLARGED P. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL ASPECTS OF THE CONSTRUCTION OF THIS SUITE WITH THE SHELL ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. SPRINKLER SYSTEM IN ACCORDANCE WITH A2.6 EXTERIOR ELEVATIONS - ENLARGED SUCH DEVICES SHALL BE COORDINATED WITH THE SECTION 903.1.1, THE BUILDING AREA LIMITATION A8 1 FIRST FLOOR RCP Q. CASEWORK ELEVATIONS AND SECTIONS SHOW PROFILES AND BUILDING REFLECTED CEILING PLAN. HVAC GRILLES ARE NOT 1 SECTION / DETAIL CALLOUT IN TABLE 503...(TYPE 5B: 9,000 SF) IS PERMITTED TO M PHOTOMETRIC PLAN GENERAL CONFIGURATION ONLY. CASEWORK SHOWN IN THIS PLAN BUT CONTRACTOR MUST PROVIDE THEM AS NEEDED. A1.1 BE INCREASED BY AN ADDITIONAL 300 PERCENT FOR BUILDINGS WITH NO MORE THAN ONE SUBCONTRACTOR SHALL SUBMIT DIGITAL SHOP DRAWINGS FOR 7. SWITCHES: CONTRACTOR SHALL LOCATE SWITCH COVER KEYNOTE )JOB SPECIFIC NOTE) STORY ABOVE GRADE PLANE:' 9,000 X 3+ 9,000 = REVIEW AND APPROVAL PRIOR TO FABRICATION. IT IS THE PLATES 6" FROM FRAME OR CORNER OF PARTITION AND 36.000 SF RESPONSIBILITY OF THE CASEWORK SUBCONTRACTOR TO 48" ON CENTER ABOVE FINISHED FLOOR UNLESS NOTED ALIGN ALIGN VERIFY ALL DIMENSIONS ON SITE PRIOR TO FABRICATION. OTHERWISE. TWO ORMORE LIGHT SWITCHES IN THE SAME USE GROUP: 8 LOCATION SHALL BE GANGED TOGETHER WITH A COMMON FACE PLATE. PI PARTITION TYPE FIRE PROTECTION: FULLY SPRINKLERED PI Ll El Tl PLUMBING FIXTURE / EQUIPMENT / SCHEDULED ITEM TAG APPLICABLE & O NEW DOOR; SEE DOOR SCHEDULE FOR FINISH MODEL CODES: VUSBC 2012 INSTRUCTIONS ANSI AT 17.1 GUIDELINES OA WINDOW TYPE NOTE: THIS PROJECTSCOPE DOES NOT CHANGE THE EXISTING BUILDING'S USE GROUP, STRUCTURAL SYSTEM, OR COMPLIANCE WITH C SINGLE POLE LIGHT SWITCH )USE MOTION IBC 2012 REGULATIONS REGARDING ACCESSIBILITY & MEANS OF EGRESS. V DETECTOR SWITCHES WHENEVER POSSIBLE) QP 120V, 20A DUPLEX RECEPTACLE IW A.F.F. CONTACT INFORMATION qp 1zov,zoADUPLEX RECEPTACLE xA.EF. 120V, 20A DEDICATED DUPLEX RECEPTACLE 18' A.F.F. GFI klICHITECTURE Gp GROUND FAULT GFI DUPLEX RECEPTACLE CONTACT BRW ARCHITECTS ATIN: KARIM HAII f PHONE/DATA JACK, IWA.F.F. ADDRESS 1124TH STREET NE O 12aV, 20A FLUSH MOUNT FLOOR RECEPTACLE CHARLOTTESVILLE, VIRGINIA 22902 PHONE 971-7160 ® FLUSH MOUNT FLOOR PHONE/DATA JACK EMAIL habbab®BRW-ARCHITECTS.COM kho TELEVISION -� TRANSITION STRIP F.E.C. RECESSED FIRE EXTINGUISHER CABINET PRICING SEf NOT FOR CONSTRUCTION project: RIVERSIDE 2 SHELL 2325 Seminole Ln, Charlottesville, VA 22901 for: N.T. Brinkman & Company 2123 Ivy Rd, Charlottesville, VA 22903 job number. 17043 drawing: COVER SHEET revisions: drown by: checked by: KH, BW BRW copyright: ® 2018 bnvarchitects, P.C. B R W A R C H I T E C T S 112 fourth sheet ne c h a r i. t tIle virg inla 22902 tas 434.971.7166 phoney 434`971.7160 approval seal date sheet 8/20/2018 A0.0 ARB SEf ��r7"a � � � r—=—n r--n LIMIT OF WORK 6'-0" BEYOND PERIMETER OF EXISTING BUILDING, TYP. 0 —-—— -- ����=����.=. . .=. . .=. =— — — — — —=— —=— — -- — — — — —=— — � ALL INFORMATION REGARDING THE DIMENSIONS AND CONFIGURATION OFTHE EXISTING CONDITIONS (}FTHE BUILDING WERE PROVIDED 8YTHE OWNER'S OWN (}NSITE STAFF. THE ARCHITECT DOES NOT WARRANT THE ACCURACY {)FEXISTING DIMENSIONS PROVIDED BYTHE OWNER'S OWN REPRESENTATIVES. DEVELOPMENT OFDETAILED DESIGN AND CONSTRUCTION DOCUMENTS PRODUCED BYTHE ARCHITECT WERE AUTHORIZED 8YTHE OWNER T{}8EBASED DNINFORMATION PROVIDED 8Y THE OWNER'S REPRESENTATIVE. PRICING SET NOT FOR CONSTRUCTION RIVERSIDE 2 SHELL 2325 Seminole Ln, Charlottesville, VA 22901 N.T. Brinkman & Company 2123 Ivy Rd, Charlottesville, VA 22903 job number: 17043 SITE PLAN drawn by: checked by: copyright: 2018 brwarchitects, P.C. 8 R VV A R C H l T E C T � approval 172 k`uoh meet ne chu/|ottes'i||e 22902 bm 43x.971.7'66 phooe 43*.9717'60 -F �Iz I N u> a; 0 cN 0 04 0 ( 3 ,First Floor -New Suite A Entry 1/4" = 1'-0" First Fleur Plan A1.1 1/16" = V-0" GENERAL NOTES: A. NEW SPRINKLERS ARE PART OF INTERIOR FIT OUT FOR EACH TENANT UPFIT. NO INCLUDED IN THE SCOPE OF THE SHELL. PRESERVE AND PROTECT EXISTING TO REMAIN SPRINKLER LINE. B. PROTECT AND PRESERVE ALL STRUCTURAL COLUMNS AND MAIN FRAME DURING CONSTRUCTION. C. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. REFER TO NOTE 13 ON 1 /A1.1 FOR LOCATION OF RELOCATED MECHANICAL UNITS. First Floor - New Exterior Pool 1/4" = 1 `-0" Enlarged Shell Plan A1.1 1/2„ = V_0„ 50' - 0 1 /8" 240' - 6 1 /2" KEYED NOTES - FLOOR PLAN NOTE NUMBER NOTE DESCRIPTION 1 NEW 6" METAL STUD 16" O.C. FRAMED WALL. EXTERIOR FACE OF METAL STUD TO ALIGN WITH EXTERIOR FACE OF DEMO'D GIRT 2 NEW ALUMINUM STOREFRONT SYSTEM -TYP. 2" X 4 1/2" FRAMING. SEE WINDOW SCHEDULE 3 NEW ALUMINUM STOREFRONT SYSTEM IN EXISTING OPENING - TYP. 2" X 4 1 /2" FRAMING. SEE WINDOW SCHEDULE 4 NEW DOOR. REFER TO DOOR SCHEDULE 5 NEW ENTRY STRUCTURE 6 NEW TRENCH DRAIN. SCORE NEW CONCRETE AT N-0" O.C. COORDINATE GRATING WITH ARCHITECT. NOTIFY ARCHITECT/OWNER IF NEW TRENCH DRAIN CONSTRUCTION WILL INTERFERE WITH EXISTING TO REMAIN EQUIPMENT. NEW CONCRETE SLOPE TO MEET ADA REQUIREMENTS FOR ACCESSBILE ROUTES AT ENTRANCES. TRENCH TO DRAIN TO EXISTING STORMWATER LINES. REFER TO SITE SRUVEY FOR LOCATIONS, COORDINATE REQUIRED ASHPALT REMOVAL WITH OWNER/ARCHITECT 7 NEW 5-6" CONCRETE SIDEWALK, SCORE AS NOTED. SIDEWALK TO MEET ADA REQUIREMENTS FOR ACCESSBILE ROUTES. SEE SECTION 402 AND 403 OF ADA STANDARDS. COORDINATE SIDEWALK ELEVATION LEVEL WITH INTERIOR SLAB 8 CURB CUT AT CONCRETE NEW CONCRETE SIDEWALK AS DEPICTED. TO MEET ADA REQUIREMENTS SEE SECTION 406 OF ADA STANDARDS. TO INCLUDE TRUNCATED DOME DETECTABLE WARNING IN SET INTO SIDEWALK, COLOR TO BE DARK GREY AND VISUALLY CONTRAST WITH SIDEWALK COLOR MEASURED FROM EXT. FINISH TO EXT. FINISH KEYED NOTES - FLOOR PLAN NOTE NUMBER I NOTE DESCRIPTION 9 INFILL NEW INTERIOR SLAB 10 ISEE ELEVATION DRAWINGS FOR NEW STOREFRONT ASSEMBLY AT THIS WALL 11 VERIFY FINAL LOCATION OF DOOR WITH OWNER BEFORE INSTALLATION. VERIFY IN FIELD LOCATION TO AVOID EXISTING TO REMAIN SPRINKLER LINE 12 INFILL AREA OF DEMO'D STUCCO WALL WITH CMU UP TO LINE OF CEMENT PANEL. INFILL REMAINING EXPOSED WALL WITH SALVAGED BRICK. EXTERIOR FACE OF MASONRY TO LINE UP WITH EXTERIOR FACE OF ADJACENT EXISTING TO REMAIN BRICK. SEE ELEVATIONS FOR REFERENCE. 13 NEW LOCATION OF RELOCATED MECHANICAL UNIT. AVOID NEW DOORS AND WINDOW LOCATIONS 14 RELOCATE METERS TO THIS AREA. AVOID NEW WINDOWS AND DOORS AND DOWNSPOUTS 15 IN GROUND UP LIGHTING FIXTURE, Ll 1 17 ALIGN SIDEWALK SCORING WITH FACADE ELEMENTS AS SHOWN. SCORE LINES IN DASHED GREY. 26 EXTERIOR WALL SCONCE, L15 WALL TYPES: Fir CL F9 / W1 WALL W1 - NEW 5/16" CEMENT PANEL ON 1 1/2" FURRING ON EXISTING BRICK VENEER ON EXISTING GIRTS. WALL W2 - 5/16" CEMENT PANEL ON 3/4" VERTICAL VJ FURRING ON 3/4" HORIZONTAL FURRING ON 2" R-9 ZIP SHEATHING ON b" METAL STUD WALL 16" O.C. REFER TO ELEVATIONS FOR LAYOUT. WALL W3 -1 1/4" PAINTED ALUMINUM PANEL ON 3 1/2" y� HORIZONTAL Z FURRING ON 2' R-9 ZIP SHEATHING ON 6" METAL STUD WALL 16" O.C.REFER TO ELEVATIONS FOR LAYOUT. -------- WALL W3 -1 1/4" PAINTED ALUMINUM PANEL ON 7/8" HORIZONTAL HAT CHANNEL FURRING ON 2' R-9 ZIP SHEATHING ON 6" METAL STUD WALL 16" O.C. — ---, W WALL W4 -METAL PANEL ON 2" R-9 ZIP SHEATHING ON b" METAL STUD WALL 16" O.C. U m (D z V) o x F2 0 (J Q 1 2 (:A7�3) 5 cv 1 N A7.3 2'- 1 1 First Floor - Enlarged Shell Plans A].] ) 1 /2" = V-0" INTERIOR PARTITIONS _ METAL STUDS PARTITION W 1 -STANDARD N1 5/8" GYP. BD. EACH SIDE OF 3 5/8" METAL STUDS @ 16" O.C. EXTEND STUDS TO 12" ABOVE CLG. HEIGHT AND EXTEND BOTH SIDES GYP. BD. TO 6" ABOVE CEILING LEVEL. ALL INFORMATION REGARDING THE DIMENSIONS AND CONFIGURATION OF THE EXISTING CONDITIONS OF THE BUILDING WERE PROVIDED BY THE OWNER'S OWN ON SITE STAFF. THE ARCHITECT DOES NOT WARRANT THE ACCURACY OF EXISTING DIMENSIONS PROVIDED BY THE OWNER'S OWN REPRESENTATIVES. DEVELOPMENT OF DETAILED DESIGN AND CONSTRUCTION DOCUMENTS PRODUCED BY THE ARCHITECT WERE AUTHORIZED BY THE OWNER TO BE BASED ON INFORMATION PROVIDED BY THE OWNER'S REPRESENTATIVE. PRICING SET NOT FOR CONSTRUCTION project: RIVERSIDE 2 SHELL 2325 Seminole Ln, Charlottesville, VA 22901 for: N.T. BCinkman Company 2123 Ivy Rd, Charlottesville, VA 22903 job number: 1 �04 drawing: FIRST FLOOR PLAIN revisions: drawn by: checked by: KH BRW copyright: ® 2018 brwarchitects, P.C. ri R F V! A. 1; C 11 I 1' E C T approval date 8/20/2018 AR8 SET 1 ;2 ic�ui,, f street rye uharIottesvi1!e :irgi ic; :22902 tcax. 434.971.7'.66 .Jl1 r1c 434.971.7 60 seal sheet 1 00 PRICING SET NOT FOR CONSTRUCTION project: RIVERSIDE 2 SHELL 2325 Seminole fin, Charlottesville, VA 22901 for: N.T. B(inkman & Company 2123 Ivy Rd, Charlottesville, VA 22903 I job number: drawing: ROOF PLAN I revisions: MMM drawn by: checked by: KH BRW copyright: (0 2018 brwarchitects, P.C. BRY/4'kRCHITECTSI approval date 8/20/2018 ARB SET 112 , foul fh S t ! e t , I E" C h a r I o I t e v i 1 1 e virrji^ict 2 2 9 0 f Ox 434.97 1 .7 ' oh--n-- 4i,1.971.7''60' seal sheet �►a PRICING SET NOT FOR CONSTRUCTION M L K J 4 A22 /41P ICIAN .I tll -TmFirst Floor i. o-I I_ —_ - —. —_ 6 /4" 25-71/T 1 25-13/4' 1 25-03/4.. I 24'-61/4' i\' � G F I A P ICIAh --_---- ----- -- -01/4' 25'-9' 19'-73/4' 1, 49'-5' 7 I I I I I Y A23 A2.4 A26 I I I I I I I I I I I I �I _ I_ I lilFlrstFloo _ 2S-0114' 25'-0 PS-03/ 4" 19�/2'2N-- /4" 25 0 3/4" 25- 1 3/4" East Elevation 1116' = T-0" 2 4 I I 2 A2S — — — — —-------- — 71 I_. 49-41/4' 39'-81/T 8 project: RIVERSIDE 2 SHELL 2325 Seminole Ln, Charlottesville, VA 22901 for: N.T. Brinkman & Company 2 South Elevation 21231vy Rd, Charlottesville, VA 22903 A2.1 1/1F=1.-a' job number: 17043 7043 drawing: EXTERIOR ELEVATIONS revisions: 7AU) ..-------mi. -------.._I drawn by: checked by: 4 North Elevation KH BRW 1 1116' = 1'-0" copyright: ® 2018 bwarchitects, P.C. B R W A R C H I T E C T S 112 fool", slreel n chartte sv l 11e virginia 22902 fax 434.971.7166 phone 434.9717160 approval seal date sheet 8/20/2018 A2. 1 ARB SET .rDcc`/,,vrcK^ oc12F-ornrro..,,=^. � @W��4�����4^�� ^����y�H4 � West Elevation ��l(��, � — �.^~��i����� | U � � 3� rn af I/ NEW mpmurAk­ /\LUM|MUk/ SUNSHADE FH') - G IF T' BUILDING S{GNAGEFOR NEW BREAK METAL COPING FIBER CEMENT PANELING DNPTYVD NEW STOREFRONT GLAZING. PERFORATED ALUMINUM SHEET |NALUMINUM ILLUSTRATIVE PURPOSES ONLY. First Floor | | \ | CAST IN PLACECONCRETE FOOTING FOR SCREEN SYSTEM. REFER TOSTRUCTURAL -------/ GENERAL NOTE: ALL NEW FIBER CEMENT PANELING T[>8E 'CEM8[)N|THIGH DENSITY FIBER CEMENT PANELING; COLOR: GRAPHITE. REFER T(}SHEET /\5.1 FOR FINISHES. N6. -DULE PRICING SET NOT FOR CONSTRUCTION RIVERSIDE 2 SHELL 2325 Seminole Ln, Charlottesville, VA 22901 Company 2123 Ivy Rd, Charlottesville, VA 22903 job number: 17043 EXTERIOR ELEVATIONS - ENLARGED drawn by: checked by: DRV;ARCH[TECTS }/2 bur|� i sheo| ,e chur|o|fesvi|!e vi,gi�/n 22902 ku 434-971,/u6 cwone 2,34,971I60 approval seal PRICING SET NOT FOR CONSTRUCTION TPINTED D B A PERFORATED ALUMINUM ALUMINUM CHANNEL FRASTEEL BUILDING SIGNAGE FOR FRAME. STEEL FRAME TO BWITH NEW NEW STOREFRONT NEW BREAK METAL DOWNUGHT, CLEAR ANODIZED FIBER CEMENT PANELING (PANELS NEW EXTERIOR NEW STOREFRONT GLAZING. ILLUSTRATIVE PURPOSES ONLY. NEW PARAPET CAP NEW METAL PANELING SYSTEM PROTECTIVE MARINE GRADE COATING- MANUFACTURED GLAZING. REFER TO COPING OVER LI0 ALUMINUM CHANNEL TO BE CEMBONIT HIGH DENSITY DOOR IN HM FRAME REFER TO WINDOW SCHEDULE BUILDING SIGNAGE TO BE CHANNEL SHERWIN WILLIAMS'GRAPHIT�. REFER TO ALUMINUM WINDOW SCHEDULE EXISTING BRICK WALL ON EXISTING BRICK. FIBER CEMENT PANELING: COLOR: WALL SIGNS WITH WHITE FACES. SECTIONS AND STRUCTURAL SUNSHADE AND ROOF FINISH TO MATCH GRAPHITE) ON PT WD FURRING ADJACENT BUILDING OVER EXISTING BRICK MASONRY 2 I VERTICAL CHANNEL VENEER A4s A4.5 I U ° P SU NS O K A7.8 I I — — — — -- — __ First Floor — — — — 0, - pal Enlarged W Elevation - Suite A 1/4" = V-0" REVISED 8/20/2018, EXTERIOR DRI- DESIGN SIDING REPLACED WITH QA METAL CLADDING SIMILAR TO REST OFFACADE I I I I I --------.._ _ . _._- - --- . .._.. .._.. _.. __..._ _..---. ..-........... -..._. .... .1.,.__...-, ...... ... ......_...._ ------ ...... 11 1/2' Enlarged East Elevation 1/4" = 1'-0" project: RIVERSIDE 2 SHELL 2325 Seminole Ln, Charlottesville, VA 22901 for: N.T. Brinkman & Company 2123 Ivy Rd, Charlottesville, VA 22903 job number: 1704, drawing: EXTERIOR ELEVATIONS -ENLARGED revisions drawn by: checked by: KH BRW copyright: © 2018 brwarchitects, P.C. B R W A R C H I T E C T S 112 Io,rtih sheet n c h.rlotte"!I e vl rg"i, 22902 fc,x 434.971.2166 plho- N34.971. 7 60 approval seal date sheet 8/20/2018 A2.3 ARB SET PRICING SET NOT FOR CONSTRUCTION 25' - 0" 25' - 0 3/4•' 19' - 11 1 /z' NEW 6" BOX GUTTER ON EXISTING ROOF NEW METAL CLADDING SYSTEM NEW STOREFRONT GLAZING WITH 4" DOWNSPOUTS AND BOOTS I I I I I I I I I I I I G> O O U - -- --._ _- - - - - First Floor_ - -- - - - - 1' 9" East Elevation - Callout 1 25-03/a' K 25-13/a' z -71/z - -- -- - 2 A4A A4.4 NEW 6•' BOX GUTTER ON NEW METAL CLADDING SYSTEM NEW STOREFRONT GLAZING EXISTING ROOF WITH 4" DOWNSPOUTS AND BOOTS 4. _ 0.. CID f EXISTING A/C UNIT TO REMAIN. g COVER AND PROTECT DURING CONSTRUCTION 2 East Elevation - Callout 2 714" = i -U (I( NEW METAL PANELING SYSTEM WITH PARAPET CAP / I, �I project: RIVERSIDE 2 SHELL 2325 Seminole Ln, Charlottesville, VA 22901 for: N.T. Brinkman & Company 2123 Ivy Rd, Charlottesville, VA 22903 job number: 17043 drawing: EXTERIOR ELEVATIONS -ENLARGED revisions: drawn by: checked by: KH BRW copyright: m 2018 bmarchitects, P.C. B R W A R C H I T E C T S 7'11 ul S4'%II,I6 approval seal date sheet 8/20/2018 A2.4 ARB SET (�>j2 PRICING SEr NOT FOR CONSTRUCTION NEW THROUGH WALL SCUPPER WITH COLLECTOR BOX, DOWNSPOUT, AND BOOT NEW PARAPET WALL WITH CAP NEW STOREFRC GLAZING O � First Floor _ �J 0' - 0" 2 Enlarged South Elevation- Suite A A2.5 1/4^ = 1'-0° NEW METAL Z NEW STOREFRONT NEW STEEL DOOR IN HIM FRAME ` 4 ) 5 PANELING WINDOW WITH SYSTEM FROSTED GLAZING I I I I I I I I I I I I \P/ I I I co I I I r-n v,. T 5 NEW METAL PANELING NEW NEW SYSTEM WITH NEW METAL PARAPET PARAPET CAP CLADDING CAP I II I I I 1 11,141 First Floor 0'-0" (T'� Enlarged South Elevation - Partial A2.5 11W =1'-a' EXISTING ROOF BEYOND PARAPET project: RIVERSIDE 2 SHELL 2325 Seminole Ln, Charlottesville, VA 22901 for: N.T. Brinkman & Company 2123 Ivy Rd, Charlottesville, VA 22903 job number. 17043 drawing: EXTERIOR ELEVATIONS - ENLARGED revisions: drawn by: checked by: Author Checker copyright: ® 2018 bnvarchitects, P.C. fB R W A R C H I T E C T S I12 fourth street ne c h a r lottesvllle v22902 laxirginia 434.971 66 Ph434.971.7160 www.brvicewartler.cgn approval seal date sheet 8/20/2018 A2.5 ARB SEr GJ: PRICING SET NOT FOR CONSTRUCTION NEW FIBER CEMENT CLEAR NEW PARAPET NEW NEW STOREFRONT DOOR IN MANUFACTURED NEW STOREFRONT LINE OF EXISTING 5 PANELING ANODIZED WALL WITH CAP STOREFRONT STOREFRONT SYSTEM FRAME 3 ALUMINUMCANOPY WINDOW WITH ROOF BEYOND 1 ALUMINUM GLAZING FROSTED GLAZING CHANNEL 1 2 3 A4.3 A4.3 A4.3 First Floor I _pee I REVISED 8/20/2018, HIDDEN LED LIGHTING REMOVED 1 Enlarged North Elevation project: RIVERSIDE 2 SHELL 2325 Seminole Ln, Charlottesville, VA 22901 for: N.T. Brinkman & Company 2123 Ivy Rd, Charlottesville, VA 22903 job number: 17043 043 drawing: EXTERIOR ELEVATIONS -ENLARGED revisions: drawn by: checked by: Author Checker copyright: ® 2018 brwarchitects. P.C. B R W A R C H I T E C T S 112 tom 11, slreel n c v ihorlottesville ""nis 22902 tan 434.971.7 phone 434.971.M66 60 eucw approval seal date sheet 8/20 22018 A2.6 A,R,B SET PRICING SET NOT FOR CONSTRUCTION REVISED 8/20/2018, FROM 2 DOWNLIGHTS TO 1 DOWNLIGHT RCP - SUITE A RCP - ENTRY CANOPY irz.=1,_g,. l a J A8.1 RCP - SIDE ENTRY I = P-0" project: RIVERSIDE 2 SHELL 2325 Seminole Ln, Charlottesville, VA 22901 ta: N.T. Brinkman & Company 2123 Ivy Rd, Charlottesville, VA 22903 17043 drawing: FIRST FLOOR RCP drawn by: checked by: Author Checker copyright: © 2018 brwarchitects, P.C. BR W R C H IT E C T S 112 fourth street o Charlottesville virg in la 22902 fax 434.971.7166 phone 434.97117160 approval seal date sheet 8/20/2018 A8. 1 ARB SET Excellence in Illumination Engineering Sofibvare 'since 1984 Light[fig, Anal�i—slyc- ww-w-,-2gQ2 ccvi C\j z z 010 LI) U) (n w w E E 0 �- 0 0 0 <I>- < < CO co CO 1. co C6 Revisions -7— ___ L ILI W� w 0 w z r� :D oc r w z 0 co CO, z L Jl U) U) w C) cl II U) uj > lid LO 40 r% Qj z 0 w X co w