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HomeMy WebLinkAboutSDP202100012 Plan - Revision 2021-05-13N MULTI -FAMILY HOUSING PEYTON DRIVE I MULTI -FAMILY HOUSING NEW SOS (SIREN OPERATED __�_�SYSTEM) I OFFICE ry.j EDGE OF PAVING EXISTING DRAINAGE SWALE UPPER PARKING AREA PROPERTY LINE EGRESS PATH <- EGRESS PATH EGRESS PATH EDGE OF PAVING= RESIDENTIAL PROPERTY LINE GREENBRIER DRIVE I AREA OF WORK I I RETAIL RESTAURANT SEMINOLE PLACE 1180 SEMINOLE TRAIL CHARLOTTESVILLE, VA 22901 ------ ------ --- 141--- - RETAIL OVERALL EXISTING SITE PLAN 1 "=100' 0" 50 100 200' SCALE IN FEET SERVICE STATI 0 N EDGE PAVING I I I J I F SITE DATA NAME OF DEVELOPEMENT- NAME OF OWNER - NAME OF DEVELOPER - TAX MAP & PARCEL #- ZONING DISTRICT - MAGISTERIAL DISTRICT- SEMINOLE PLACE SEMINOLE TRAIL PROPERTIES LLC SEMINOLE TRAIL PROPERTIES LLC 061WO-03-00-01800 LIGHT INDUSTRY JACK JOUETT THE PROPERTY IS SUBJECT TO THE AIRPORT AREA , ENTRANCE CORRIDOR, AND STEEP SLOPES - MANAGE OVERLAY DISTRICTS TOPOGRAPHY AND ELEVATION INFORMATION BY-ROBERT W. COLEMAN -1710 ALLIED ST, SUITE 20 A, CHARLOTTESVILLE VA, 22903 SEE ARCHITECTURAL PLANS FOR ADDITIONAL DETAILS & INFORMATION DRAWINGS PREPARED BY- JOHN L. BOCK ARCHITECT PROPOSED MODIFICATIONS Modifications to create an exterior picnic /dining venue to complement the proposed market. This venue will also provide an exterior area for building tenents, including Albemarle County high school students at Center One, while defining an area of ingress/egress from the building to the upper parking lot. SIGNATURE PANEL FING ADA PARKING FING WALKWAY FING PLANTER FING RAMP (7)EXISTING PARKING SPOTS TO BE REMOVED EXISTING SITE- AREA OF WORK 1 11=201-011 EXISTING BUILDING 20 40 SCALE IN FEET �� �S,T H J 0 L. B K ATE No. 3900 ARCH ITEC� MINOR SITE PLAN AMMENDMENT SEMINOLE PLACE 1180 SEMINOLE TRAIL CHARLOTTESVILLE, VA 22901 EXISTING SITE Project number SDP202100012 SDP 1996-64 Date 04/01 /21 Name Of Owner Seminole Trail Properties LLC Name Of Developement Seminole Place Name Of Developer Seminole Trail Properties LLC County, State Albemarle County, VA C CONSTRUCTION DOCUMENT REVISION 1 05/10/21 C2 Scale AS SHOWN N TE NEW -BATHROOM AI 21' 0" X 24'-0" - 504 NEW DESIGNATED WAI STAMPED CONIC. OR CONC. I BENCHMARK NAIL IN PAS NEW SITE PLAN -AREA OF WORK 1 "=20'-0" NOTE: SEE ARCHITECTURAL PLANS FOR ADDITIONAL DETAIL 1 SCALE IN FEET GRADING AND DRAINAGE THE WORK OF THIS PROJECT WILL MAINTAIN THE EXISTING GRADES AND WILL NOT IMPACT EXISTING SITE DRAINAGE. FIRE THE WORK OF THIS PROJECT WILL NOT IMPEDE ACCESS TO EXISTING FIRE HYDRANTS, PIV'S , ETC. 1 TOTAL AREA OF LAND DISTURBANCE 1- (1) BATHROOM ADDITION- 504 SF 2- (3) PICNIC PAVILIONS @400 SF EACH- 1200 SF 3- (1) SHELTER - 500 SF TOTAL- 2,204SF p,LTH p, L. B K 9 R ATE No. 3900 Ah'CH ITECR MINOR SITE PLAN AMMENDMENT SEMINOLE PLACE 1180 SEMINOLE TRAIL CHARLOTTESVILLE, VA 22901 NEW SITE Project number SDP202100012 SDP 1996-64 Date 04/01 /21 Name Of Owner Seminole Trail Properties LLC Name Of Developement Seminole Place Name Of Developer Seminole Trail Properties LLC County, State Albemarle County, VA CONSTRUCTION DOCUMENT REVISION 1 05/10/21 C3 Scale AS SHOWN GREENBRIER DRIVE �1 EDGE OF PAVING i � N U-1 EXISTING PIV PEYTON DRIVE SHY R NT (Private road w^�R O not accessible)��i"/ T 1 ❑ ® (n SEMINOLE PLACE LJ 1180 SEMINOLE TRAIL EXISTING P 1 CHARLOTTESVILLE, VA 22901 EXISTING FIRE HYDRANT LIJEXISTING PIV - UPr 7 = NEW SOS X (SIREN OPERATED J SYSTEM) i W ------------- - --------®---- -- - -- - C� PROPERTY LINE �— C O U EGRESS PATH 50 100 200' "= � L. B K 9 ATE No. 3900 Ah'CH ITFC� MINOR SITE PLAN AMMENDMENT SEMINOLE PLACE 1180 SEMINOLE TRAIL CHARLOTTESVILLE, VA 22901 EGRESS PATH Project number SDP202100012 SDP 1996-64 Date 04/01 /21 GONG. WALKWAY REA50N BEER MAIN WAREHOU5E 51 TE PLAN- EX 15T I N6 SGALE: 1/16"=1'-O" 51TE PLAN- NEN 5GALE: I/16"=I'-O" GENERAL NOTES Z 1. CONTRACTORS ARE REQUIRED TO FIELD VERIFY ALL EXISTING o p w w BUILDING CONDITIONS DURING THE BID PERIOD TO DETERMINE THE x u m L SCOPE OF DEMO WORK REQUIRED. r—�� M x 2. DEMOLITION TO THE EXTENT SHOWN ON ARCHITECTURAL DRAWINGS ARE APPROXIMATIONS OF THE WORK REQUIRED. THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING ALL DRAWINGS FOR PROPER COORDINATION OF DEMOLITION WORK AND PREPARATION FOR NEW CONSTRUCTION. 3. CONTRACTORS ARE RESPONSIBLE FOR THE REMOVAL AND PROPER DISPOSAL OF ALL WASTE AND MATERIAL RELATED TO DEMOLITION ACTIVITIES PRIOR TO PROCEEDING WITH NEW CONSTRUCTION. 4. REPAIR ALL ADJACENT STRUCTURE AND FINISH MATERIALS (INCLUDING BUT NOT LIMITED TO FLOORS, WALLS, & CEILINGS) TO RECEIVE NEW CONSTRUCTION AS REQUIRED AT LOCATIONS WHERE STRUCTURE IS DEMOLISHED. 5. PROVIDE TEMPORARY STRUCTURE (POSTS AND BEAMS) AS REQUIRED TO SUPPORT EXISTING STRUCTURE ABOVE NEW OPENINGS. 6. SEE SHEET Al2 FOR FLOOR PLAN E R N P TI COUNTY NOTES 1. RETAINING WALL GREATER THAN TO" IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4' 0" IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 2. ACCESIBLE PARKING SPACES, ACCESS ISLES, AND ACCESIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI All 17.1-09 AND THE 2015 VIRGINIA CONSTRUCTION CODE. 3. ALL WATER LINES, SEWER LINES AND FIRE LINES FROM THE MAIN TO THE STRUCTURE LOCATED ON PRIVATE PROPERTY MUST HAVE A VISUAL INSPECTION PERFORMED BY BUILDING DEPARTMENT. 4. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SJDEWALKS, 5. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ABESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ABESTOS REMOVAL ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT (540)562-3580 x131. vOD c 0 c� Y U W Z O M O Cfl LU N .rLuZ_ Q Q a Z = c U —j D0-1 OL co O DO o _U M COPYRIGHT © 2020 ALL RIGHTS RESERVED J Q H W J 0 z F-- 0 W�/ w 0 z 0 J_ �W W W M w J_ W 0 K Q U ry w J Z_ Lu W DATE: ISSUED: 1114/2021 REVISIONS: Q NO. DATE R MARKS ©� T- J.N. 1923 SHEET TITLE: SITE PLANS SHEET NO.. All O DEMOLITION KEYNOTES SCOPE OF WORK II II II II 3 I II N J 5 I I II F- LJ F- - q 1 7' -8 1 /2" 8'-9" 23'-0" 6'-4„ 32,-8" 2'-4" 1'-0" 1'-0.1 b A2_.1 ;T N 09 6'x6' CONC. PAD - UP TO DOOR SILL MAX 2% 1 DEMOLITION PLAN A1.2 SCALE:1/8"=l'-0" I I I I I I a I I I I I I I 6 6 I I I I - EX)"XI I LVT 3'4'� 6-4" 1,3'-4" 2'-0„ 4 A2.1 �--n / II co v 100'-0" EXISTING 21'-0" ADDITION 4 3 A1.2 - -- � - - ELECTRIC- G71S 1° 77h' HIOVAC IF E L- - II I� I x: DISH SINK HANDIHANHOOD , _ SHELVING FD I-N'IMCA1. SINK IORDER -- FO OPEN AIR COOLERS RETAIL AREA ;�AN. IIKITCHEN RETAILAREAWALK-IN FREEZERWALK-IN COfLER r / I L, � 104P L v G Y�� it I� ED I _OOFFEE P09--_._1_,� L -.1 _ I� / �105 N '� 4WAV MERCHANDISERS �""""I' EQUIP. & FURNISHINGS O lo, nl� ` UNDER SEPARATE CONTRACT ` \ \\ �� .I I WOMEN MEN \ OFFICE 12 10, 101 PREP AREA _ - 102 n II J GE OF _ - ;I----- CONC. 12'-0" 11'-O" 6'-4" 11'-2" �. 10'-101, �. �. L L �, LT-4- 2'-4 FLOOR PLAN - NEW WORK SCALE: 1 /8"=1'-0" o c i� ° L J v HVAC - _-- �-� HAND �O� HAND DISH SINK SINK MECHANICAL SINK r� -ENLARGED PLAN A1.2 SCALE:1/4"=1'-0" IINDIAN - - - - - - - - - - - - - - - - - - - - - - - - - - - - rn J � 6,-4„ 3,-4„ 8„ �r4„ t_ 12'-4" t,_q� q„ _ EDGE OF K2'\12� " 2,-0" CONC. 1'-0" STAMPED CONC.- WARP j UP TODOOR SILLS 2 A2 1 MAX % ENLARG SCALE: 1 /4"=V-0" ED TOILET PLAN 1. REMOVE EXISTING OVERHEAD SECTIONAL DOOR, HARDWARE, TRACK, TRIMS, ETC. AND PROPERLY DISPOSE. PREPARE OPENING TO RECEIVE NEW CMU INFILL. SEE NEW WORK PLANS. 2. REMOVE EXISTING DOOR, FRAME & HARDWARE. PROPERLY DISPOSE. PREPARE OPENING TO RECEIVE NEW CMU INFILL. SEE NEW WORK PLANS. 3. DEMOLISH EXISTING CMU PARTITION TO 8" BELOW SLAB. PREPARE SLAB FOR REPAIRS. SEE NEW WORK PLANS. 4. DEMOLISH EXISTING METAL STUD & GYPSUM BOARD PARTITION, INCLUDING ANY FINISHES, ALL STUDS, TRACK, AND FASTENERS. ALSO REMOVE ANY JUNCTION BOXES, CONDUIT OR WIRE IF FOUND. TAKE CONDUIT RUN BACK TO NEAREST JUNCTION OR PULLBOX. 5. REMOVE EXISTING STEEL BEAMS AT TOP OF WALL AND REPAIR WALL W/ 12" CMU TO MATCH T.O.W. 6. DEMOLISH PORTION OF EXISTING CMU WALL TO MAKE NEW OPENING FOR NEW WINDOW OR DOOR. SEE NEW WORK PLANS. FINISH SPECIFICATIONS INTERIOR PAINTING - INTERIOR DRYWALL 1#1071: 1 COAT PRIMER - S-W PROMAR 200 ZERO VOC LATEX PRIMER (B28-2600 SERIES) & 2 FINISH COATS -S-W PROMAR 200 ZERO VOC LATEX PAINT (B20-2600 SERIES) IN FLAT FINISH INTERIOR DRYWALL [#101-106;108-112]: 1 COAT PRIMER - S-W PROMAR 2DO ZERO VOC LATEX PRIMER (1328.2600 SERIES) & 1 FINISH COAT- S-W PROMAR 200 ZERO VOC LATEX PAINT (B20-2600 SERIES) & 1 COAT S-W PRO -EXTERIOR INDUSTRIAL WATER BASED EPDXY (1373-300 SERIES) INTERIOR METALS (DOORS & FRAMES): 1 COAT PRIMER - S-W PRO INDUSTRIAL PRO-CRYL PRIMER (B66-310 SERIES) & 2 FINISH COATS - S-W PROMAR 200 ZERO VOC LATEX PAINT (B31-2600 SERIES) IN SEMI -GLOSS FINISH INTERIOR WOOD DOORS: i COAT PRIMER - S-W PROMAR 200 ZERO VOC LATEX PRIMER (B28.2600 SERIES) & 2 FINISH COATS - S-W PRO INDUSTRIAL MULTI -SURFACE ACRYLIC ENAMEL IN SEMI -GLOSS FINISH INTERIOR WALLS - SPACES- 104,106, 109, 110 CERAMIC TILE WAINSCOT & BASE FLOORING - POLISHED CONCRETE [ALT. FINISH FOR SPACES #10141121: 3 800 GRIT SALT & PEPPER FINISH wl STAIN GUARD & FINAL BURNISH VINYL WALL BASE [#1014107 #E71: A2.1 JOHNSONITE, 4"h x 1/8" CEILING - ACOUSTICAL CEILING GRID SYSTEM [#I01-#108]: ARMSTRONG 15/16" STANDARD WHITE, 2'x2' - CLG. HEIGHT TO MATCH EXIST. GYPSUM BOARD [#10941121: PAINTED wl 1 COAT PRIMER- S-W PROMAR 200 ZERO VOC LATEX PRIMER (B28.2600 SERIES) & 2 FINISH COATS -S-W PROMAR 200 ZERO VOC LATEX PAINT (B20-2600 SERIES) IN EGGSHELL FINISH EXTERIOR WOOD WOOD STAIN @ PAVILIONS TO BE SW "WOODSCAPES" POLYURETHANE WOOD STAIN- COLOR TO BE SELECTED DOOR & HARDWARE NOTES 1. DOOR HARDWARE TO BE BRUSHED CHROME W/ LEVER STYLE HARDWARE & CONFROM TO ACCESSIBILITY REQUIREMENTS & TO MATCH EXISTING 2. ALL HINGES TO BE BALL BEARING 3. ALL HARDWARE TO BE HEAVY DUTY, DULL CHROME 4. HARDWARE SHALL BE EQUAL SCHLAGE TO MATCH EXISTING 5. ALUMINUM FRAME & DOOR TO BE CLEAR ANODIZED W/ CLEAR TEMP. GLASS 6. DOOR #102-T-ONT-O"ALUM./GLASS DOOR W/ALUM. FRAME & SIDELIGHT; CLOSER, 12' OFFSET PUSHIPULL W/ CYL. & PUSH PADDLE, & H,J,S WEATHERSTRIPPING 7. DOOR #108, #111, #112 - T-ON '-6" SOLID CORE WOOD DOOR W/ HLW. MTL. FRAME; OFFICE LOCK, CLOSER 8. DOOR #105, #107, #109, #110 - 3'-0"4'-8" SOLID CORE WOOD DOOR WI HLW. MTL. FRAME; PRIVACY LOCK, CLOSER 9. DOOR #103, #134. T-74x 8" HLW. MTL. DOOR W/ HLW. MTL. FRAME; H,J,S WEATHERSTRIPPING; THRESHOLD; CLOSER; OFFICE LOCK 10. DOOR #101- 3448" HLW. MTL. DOOR W/ HLW. MTL. FRAME; H,J,S WEATHERSTRIPPING; THRESHOLD; CLOSER; OFFICE LOCK TOILET ELEVATION A1.2 SCALE:1/4"=V-0" 0 M O N ih fV 1'-6" �EQ �EQ 1. CONSTRUCTION OF NEW WALLS AS INDICATED IN THE MAIN 2. CONSTRUCTION OF NEW ADA TOILET ROOMS AS INDICATED 3. REMOVAL AND REPLACEMENT OF FLOOR FINISHES, WALL FINISHES AND NEW CEILING TILES AS INDICATED 4. REMOVAL & REPLACEMENT OF ALL ROOFING, GUTTERS & DOWNSPOUTS GENERAL DEMOLITION NOTES 1. CONTRACTORS ARE REQUIRED TO FIELD VERIFY ALL EXISTING BUILDING CONDITIONS DURING THE BID PERIOD TO DETERMINE THE SCOPE OF DEMO WORK REQUIRED. 2. DEMOLITION TO THE EXTENT SHOWN ON ARCHITECTURAL DRAWINGS ARE APPROXIMATIONS OF THE WORK REQUIRED. THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING ALL DRAWINGS FOR PROPER COORDINATION OF DEMOLITION WORK AND PREPARATION FOR NEW CONSTRUCTION. 3. CONTRACTORS ARE RESPONSIBLE FOR THE REMOVAL AND PROPER DISPOSAL OF ALL WASTE AND MATERIAL RELATED TO DEMOLITION ACTIVITIES PRIOR TO PROCEEDING WITH NEW CONSTRUCTION. 4. REPAIR ALL ADJACENT STRUCTURE AND FINISH MATERIALS (INCLUDING BUT NOT LIMITED TO FLOORS, WALLS, & CEILINGS) TO RECEIVE NEW CONSTRUCTION AS REQUIRED AT LOCATIONS WHERE STRUCTURE IS DEMOLISHED. 5. PROVIDE TEMPORARY STRUCTURE (POSTS AND BEAMS) AS REQUIRED TO SUPPORT EXISTING STRUCTURE ABOVE NEW OPENINGS. EXTERIOR FINISHES NOTES 1. STONE VENEER TO BE BORAL CULTURED STONE- BUCKS COUNTY COUNTRY LEDGESTONE W/ WATERTABLE & OTHER TRIM SHAPES AS MAY BE REQUIRED - STONE TO BE INSTALLED PER MANUFACTURER'S DIRECTIONS & PROVIDE FOR POSITIVE DRAINAGE 2. EIFS TO BE STOWE OR EQUAL AS INDICATED ON THE DRAWINGS- SYSTEM SHALL INCORPORATE 1-1/2" FOAM BASE WI'V' GROOVE & CONTROL JOINTS AS INDICATED- SYSTEM SHALL PROVIDE FOR POSITIVE DRAINAGE CODE NOTES r-APPCI6AfiL 001iP`=bIMNkf` EHABILITATIONCODE(VRC)-2015 ARTICLE 301.1.1 & 504. PRESCRIPTIVE COMPLIANCE METHOD, LEVEL 2 ALTERATION 2. USE GROUP M - MERCANTILE [MARKET] & A2 [ASSEMBLY] 3. CONSTRUCTION CLASSIFICATIONS -TYPE 1113 [NO CHANGE] 4. FIRE PROTECTION - NONE [NO CHANGE] 5. AREA - M @ 2,112 S.F. & A2 @ 792 S.F. - TOTAL 2,904 S.F. Q 6. OCCUPANCY LOAD - A. STORAGE/STOCK - 672 S FJ300 = 3 B. BALANCE OF MERCANTILE -1,440 S.F.I60 = 24 C.ASSEMBLY- 792S.FJ15=53 T OTAL OCCUPANCY = 80 D. EXTERIOR ASSEMBLY - SEATING PROVIDED FOR LESS THAN 100 - NEW TOILET FACILITIES /t PROVIDED TO ACCOMODATE IN EXCESS OF 350 PER VPC TABLE 403.1 U ❑ RESTROOM KEYNOTES 1. ELONGATED WATER CLOSET, ADA HEIGHT 2. ELONGATED WATER CLOSET 3. URINAL, ADA HEIGHT 4. LAVATORY W/ ADA COMPLIANT FAUCET 5. LAVATORY W/ FAUCET 6. 34" HIGH SOLID SURFACE COUNTER W/ 4" BACKSPLASH 7. 42" + 36" + 18" GRAB BARS CONFIGURED ADA COMPLIANT 8. WALL MOUNTED PAPER TOWEL DISPENSER 9. GLASS MOUNTED SOAP DISPENSER 10. TOILET PAPER DISPENSER 11. SANITARY NAPKIN DISPOSAL 12. 24X24 MOP SINK FINISH FLOOR n TOILET ELEVATION TOILET ELEVATION A1.2 SCALE:1/4"=V-0" A1.2 SCALE:1/4"=V-0" 8 U Z) Mo a p z L LI 04 M CV co- Q Q J z_ N W _j Z O o of M a w > C0 O 00 = m o C� dflcr M CY a COPYRIGHT "c` 2020 ALL RIGHTS RESERVED J a W J 0 z 2i W c z 0 a> > w 0 J zLu w W 0 O J 0 U z ¢ H w O z m � w W W DATE: ISSUED:1 /1412021 REVISIONS: A NO. 3ATE REMARKS �• I'L 71 Gvr�e► o['�S 51a zr G�rlo1"� J.N. 1923 SHEET TITLE: DEMOLITION & NEW WORK PLANS SHEET NO. A1,2 A2.1 SOUTH ELEVATION 12 4F— DONN5POUT W/ J 5PLA5HBLOGK 5EE 5OUTH ELEVATION FOR TYPICAL NOTE5 -,\ NORTH ELEVATION P05T � P05T C POST 4' GONG. SLAB - TURN 00114 4 51DE5- SEE 5TRUGTWAL DW65 P05T L P05T L P05T SLAB 5 PAVILION PLAN A21 SCALE:1/8"=1'-0" A2.1 EAST ELEVATION 12 4[ DONN5POUT N/ WEST ELEVATION STANDING SEAM --OF I I I I I I I -j I I LJ PAVILION ELEVATION A2.1 SCALE:1/8"=1'-0" Ill 'V' ELEG. �5PLA5HBL0 K 5ROOVE5 EXHAU5T FAN— 6A5 5ER. 5ER.. 5EE EA5T ELEVATION FOR TYPICAL NOTES 8 A2.1 �. P05T (L. P05T 4' GONG. 5LAB- TURN DOM 4 51DE5- 5EE 5TRUGTURAL DWGS TP05T (Li P05T P05T BAND CANOPY PLAN A FLU5H ID TRL55E5 TO MATCH 6 P05T 05T BAND CANOPY ELEVATION A2.1 J SCALE:1/8"=1'-0" 'V' 6ROOY GENERAL ELEVATION NOTES 1. CONTRACTORS ARE REQUIRED TO FIELD VERIFY ALL EXISTING BUILDING CONDITIONS DURING THE BID PERIOD TO DETERMINE THE SCOPE OF DEMO WORK REQUIRED. 2. DEMOLITION TO THE EXTENT SHOWN ON ARCHITECTURAL DRAWINGS ARE APPROXIMATIONS OF THE WORK REQUIRED. THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING ALL DRAWINGS FOR PROPER COORDINATION OF DEMOLITION WORK AND PREPARATION FOR NEW CONSTRUCTION. 3. CONTRACTORS ARE RESPONSIBLE FOR THE REMOVAL AND PROPER DISPOSAL OF ALL WASTE AND MATERIAL RELATED TO DEMOLITION ACTIVITIES PRIOR TO PROCEEDING WITH NEW CONSTRUCTION. 4. REPAIR ALL ADJACENT STRUCTURE AND FINISH MATERIALS (INCLUDING BUT NOT LIMITED TO FLOORS, WALLS, & CEILINGS) TO RECEIVE NEW CONSTRUCTION AS REQUIRED AT LOCATIONS WHERE STRUCTURE IS DEMOLISHED. 5. PROVIDE TEMPORARY STRUCTURE (POSTS AND BEAMS) AS REQUIRED TO SUPPORT EXISTING STRUCTURE ABOVE NEW OPENINGS. ❑ ELEVATION KEYNOTES 1. REMOVE EXISTING OVERHEAD SECTIONAL DOOR, HARDWARE, TRACK, TRIMS, ETC. AND PROPERLY DISPOSE. PREPARE OPENING TO RECEIVE NEW CMU INFILL. SEE NEW WORK PLANS. 2. REMOVE EXISTING DOOR, FRAME & HARDWARE. PROPERLY DISPOSE. PREPARE OPENING TO RECEIVE NEW CMU INFILL. SEE NEW WORK PLANS. 3. DEMOLISH EXISTING CMU PARTITION TO 8" BELOW SLAB. PREPARE SLAB FOR REPAIRS. SEE NEW WORK PLANS. 4. DEMOLISH EXISTING METAL STUD & GYPSUM BOARD PARTITION, INCLUDING ANY FINISHES, ALL STUDS, TRACK, AND FASTENERS. ALSO REMOVE ANY JUNCTION BOXES, CONDUIT OR WIRE IF FOUND. TAKE CONDUIT RUN BACK TO NEAREST JUNCTION OR PULLBOX. 5. REMOVE EXISTING STEEL BEAMS AT TOP OF WALL AND REPAIR WALL W/ 12" CMU TO MATCH T.O.W. 6. DEMOLISH PORTION OF EXISTING CMU WALL TO MAKE NEW OPENING FOR NEW WINDOW OR DOOR. SEE NEW WORK PLANS. 12 5TANDI% SEAM 5 / ROOF &ALDIN6 FELTS OVER 'PLYWOOD 94EATHIN6 Ix8 TREATED WOOD FA5GIA Ix TREATED WOOD SOFFIT is Ixb TREATED WOOD TRIM Ix8 TREATED HOOD bxb P05T 5EE 5TRUGTURAL BAND CANOPY DETAIL `-tj,H 4G ti 1 0 z° ? z _ m 4 M U C� O E Lu � CD 0 a U p Z W CN M co Q 04 ¢ , = E J N W Z = U Q $ O Q p m Coe Q p $ m = m O U Ma COPYRIGHT © 2020 ALL RIGHTS RESERVED U) z J_ 0 > w J H zC/) w W wo J J 0 zJ J w J �7 Lu coWLu Lu 06 C/) w �� vJ DATE: ISSUED:1 / 14/ 2021 REVISIONS: NO. DATE REMARKS J.N. 1923 SHEET TITLE: BUILDING AND PAVILION ELEV. SHEET NO. A2,1 GLUE APPLY 6WB TO JAM65 HEAD AND SILL 11 5/5" +/- 1 In" M015TLIRE RE515TANT 6W13 WINDOW STOOL (TYP) I TOOTH -IN NEW GMU -BLOGK AS REOV. EXISTING MA5. WALL 4G -woo ti 0 z° c-` ? z 4 M U C� O E � 0 d a U p Z W CN M co Q N= Q , E J N W Z O Q p m coe Q p $ m 8 = m O U Ma COPYRIGHT © 2020 ALL RIGHTS RESERVED EXI5TIN6 FACIA 4 EXI5TIN5 SOFFIT- REPLACE 4 �/ MAs. WALL J WIRE MESH TO REPAIR A5 REOV.7 Z 5UPPORT IN5UL. EIFs FINISH 5Y5TEM _ I J O SUSP. AGOUS.: GEILIN5 NEN i°NVEN NEW STEEL LINTEL W/IN - Q Q W8xIO x10 w/ 9"Axl14" PLATE 8" BEARIN6 ON EAGH END ALUM. STOREFRONT > 0 WDW.FRAME z o FLA5HI% = m Z w DRIP EDGE w o VARIES LU cr— J_ 6YP. N ROD 4 SEALANT O Z NEW 14 R161D IN5UL. W/ EIFS ALUM. STOREFRONT J Z DOOR FRAME "� w ROD 4 SEALANT NEW STONE VENEER OR J o 5-5/8" MTL. 5TU SEE PLAN 2" 3/8" EIF5 WALL ASSEMBLY m EXIST/ NEW MASONRY uwi 4 1/4" l I/8' 4 1/2" FRAME 1 1/2" R.O. 06 LL R-13 GATT INSUL. W �p D0NA75P + � TEE SYPE STEM STORMWATER SYSTEM HM DOOR HEAD DOOR JAMB— ALUM c Z 3 IO A3.1 SCALE: 3"=V-0" JAMB SIM. A3.1 SCALE: 3"=V-0" HM SIM. O 1 WALL SECTION A3.1 SCALE: 1 "=V-0" — ALUM. DOOR 4 FRAME ADA ALUMD AC6E5511111 I I STONE VENEER ALUM THRESHOLD LD ROD 4 SEALANT NEW 2" TOPPIN6 SLAB SI/LOPE 412 a 4 Q a 4 EXI5TIN6 SLAB 4 DOOR SILL A31 SCALE:3"=V-0" NEW GONG. WALK EXI5TIN6 WALL FIN. FLOOR I 11'-O" M.O. WINDOW WINDOW STOREFRONT ELEVATIONS A3.1 J SCALE:1/4"=V-0" M.O. ALUM. ENTRANCE 0 DATE: ISSUED: 111412021 REVISIONS: NO. DATE J.N. 1923 SHEET TITLE: REMARKS WALL SECTION & DETAILS SHEET NO. A3, 1