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HomeMy WebLinkAboutARB202100026 Architectural Drawings 2021-04-19Mj u SBA STUDIOS PROJECT #: 2020-509 GREEN CLEAN AUTO WASH 3290 WORTH CROSSING, CHARLOTTESVILLE, VA 22911 LOCATION MAP GENERAL LEGEND LIFE SAFETY PLAN Laurel Hill Baptist Church n e' ;" c IIIIII—III EARTH ELEVATION MARKER ws 4`m 649 o m III III II A1- � Airport Road Auto Q OQuick Ship Cabinets PCabinet wore Center Tire Pros Sentara Martha Jefferson NpA+pOO+l,aurggd CONCRETE o ° ° ° �, 1 A1- SECTION CUT V V © Outpatient Care Center._ Fargo Bank a ( X ) �% COLUMN LINE @180Wells aQ profhr 13'-2" TRAVEL DISTANCE 80'-11" TRAVEL DISTANCE — R a Sta brid a Suites © © Wal reens Q y g g Charlottesville Airport " Wilson School GRAVEL 1 Al DETAIL MARKER ,nz m9 CVS p c CONCRETEBLOCK BREAK LINE a FE _ _ _ _ _ _ _ — D PO L {----- ----- ----- ----------'------'-- �000� v" The UPS Store Q C riMapleGrove _- -I- i/ •�• (�/ �a PROJECT © _ �,O�wu,�r:, Jr XX WALLTYPE i \ j �'�' - FIE ♦ 72 360 Bonefish Grill Bojangles LOCATION Food Lion ® BRICK Target Q Fel Sakura ++^av Winmoor Q s WOOD - ROUGH FRAMING Q REVISION TRIANGLE " ) OX CODED NOTE - - - - - - - -- - - - - - - - McDonald" © Timberwood Grill eeter © ,� WOOD -FINISHED W1 WINDOW TYPE PetSmart9 Dairy Queen ;' t B, O RIGID INSULATION E7 ELEVATION HEIGHT --- L— \------'--# qua L X PLYWOOD o o o o •------------------------ L---- —---- —---------- ------ -- ---J L-------- —---- —---- ---------1 Forest Lakes GYPSUM WALL BOARD S Holly Memorial Gardens © era STEEL �y ry �110 0 BATT INSULATION G O INDEX OF DRAWINGS AO-0 COVER SHEET S-1 STRUCTURAL PLANS S-2 WALL SECTIONS & DETAILS S-3 WALL SECTIONS & DETAILS S-4 WALL SECTIONS & DETAILS S-5 TYPICAL DETAILS S-6 STRUCTURAL NOTES Al-1 FLOOR PLAN A1-2 ROOF PLAN A1-3 REFLECTED CEILING PLAN A2-1 EXTERIOR ELEVATIONS A3-1 BUILDING SECTION A4-1 WALL SECTIONS A4-2 WALL SECTIONS / DETAILS A5-1 INTERIOR ELEVATIONS / DETAILS A6-1 SITE DETAILS A7-1 ANSI NOTES M1 HVAC PLAN M2 HVAC SCHEDULES / DETAILS SP1 ELECTRICAL SITE PLAN E1 POWER PLAN E2 LIGHTING PLAN E3 LOW VOLTAGE PLAN E4 PANEL SCHEDULES E5 POWER RISER P1 PLUMBING PLAN P1.1 COMPRESSED AIR PLAN P2 PLUMBING ISOMETRICS P3 PLUMBING SPECIFICATIONS CODE INFORMATION APPLICABLE CODES: - 2015 VIRGINIA CONSTRUCTION CODE - 2015 VIRGINIA MECHANICAL CODE - 2015 VIRGINIA PLUMBING CODE - 2015 VIRGINIA STATEWIDE FIRE PREVENTION CODE -ANSI ICC Al 17.1-2009 BUILDING DATA: - BUILDING SQUARE FOOTAGE: 3,825 S.F. - ALLOWABLE BUILDING SIZE: 9,000 S.F. - USE GROUP: B - CONSTRUCTION TYPE: VB MAXIMUM # OF OCCUPANTS: 15 PERSONS MEANS OF EGRESS (VCC CHAPTER 10) - MAXIMUM TRAVEL DISTANCE (TABLE 1017.2) = 200'-0" - EGRESS WIDTH (1005.3.2) = 0.2" PER OCCUPANT - CORRIDOR RATING (TABLE 1020.1) = 0 HOUR - DEAD END CORRIDOR (1020.4) = 20'-0" OR GREATER FIRE PROTECTION: - BUILDING IS NOT EQUIPPED WITH A SPRINKLER SYSTEM - FIRE EXTINGUISHERS: 1 PER 75 LINEAR FEET OF TRAVEL INTERIOR WALL AND CEILING REQUIREMENTS (VCC TABLE 803.11): - EXIT ENCLOSURES: A - CORRIDORS: B - ROOMS & ENCLOSED SPACES: C LIFE SAFETY LEGEND 36 EGRESS EXIT CAPACITY 80 (DOOR WIDTH / OCCUPANTS) FIE FIRE EXTINGUISHER PO POSTED OCCUPANCY SIGN � C:] =F_ EXIT ���////// START OF EGRESS TRAVEL — —� EGRESS PATH OF TRAVEL # DATE ISSUED WITH: CHANGE DESCRIPTION GREEN CLEAN AUTO WASH 3290 WORTH CROSSING CHARLOTTESVILLE, VA 22911 Green �I��n sBA S T U D I O S ARCHITECTURAL DESIGN 61A-562.7761 WWW.SBA-STUDIOS_COM 4� `P \ T� QITEC� SCOXiB.BAK__R, LICENSE #18940 E ATION DATE 04/30/2022 SCALE: VARIES SHEET # / DESCRIPTION COVER SHEET DATE: 04.06.2021 DESIGN REVIEW SBA STUDIOS PROJECT # 2020-509 U J J 0 0 U) Q m U) N 0 N O u A 3 124'-0" 1'4" 22'4" 84'-8" 16_0" 19'-4" 20'-0" 8'-8" 10'-0" 8'-8" 10'-0" 8'-8" 10'-0" 8'-8" 3'-0" 10'-0" 3'-0" 1.01 B r- - - - - - - - I - - - - 1 TYP. v _ W1 I W1 W1 W7 iV 0 iv 21-4 CORRIDOR 14,_8„ io I 1.03 I1.05A 1.05C 17 28 Q n OFFICE E I O ��� 3A I 4- 5_ o MECHANICAL o N o m o --. 2'-l" 2'-0" 3'-6" 2'-0" 3A STAFF 1.02 ;UNISEX �� 1.04, I ao / �_ 1 o ih o 18 N N I 4i --- _I P7 (V 13 15 16 28 2 18 °P 5- 1- A4- ------ - 3'-4" 16,_0" 75,-4„ TYP. TYP. 3'-4" 22'-0" so ir------------- --------}--1 I I I I 3------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ I I I co o j I CAR WASH BAY o v 1.06 °r I I 4 0 N I I I I --- Y I I I I I I N I I I I I ' I I I I I I I I o in v ® ® O ® ® O ® w1 O - -- - -W1 - - - -' `---------------W--------------- TYP. TYP. 10'-8" 1 -0" 10'-8" 10'-0" 2'-8" 5'-8" 16'-8" 5'-8" 2,_8„ 10'-8" 2'-0" 10'-8" 10'-0" 10'-8" 31' 4" 2,_8„ 15'-4" 28'-0" 164" 31' 4" 2'4- 124'-0" FLOOR PLAN MECHANICAL EQUIPMENT NOTE: ALL MECHANICAL EQUIPMENT (INCLUDING WINDOW GLAZING NOTE: VACUUM MACHINE) IS LOCATED AT THE INTERIOR VISIBLE LIGHT TRANSMITTANCE (VLT) SHALL OF THE BUILDING, THEREFORE 'VISIBILITY OF ALL NOT DROP BELOW 40k 0. VISIBLE LIGHT Q MECHANICAL EQUIPMENT FROM THE ENTRANCE REFLECTANCE (VLR) SHALL NOT EXCEED 30%. CORRIDOR IS ELIMINATED' ALL EXTERIOR DIMENSIONS ARE TO MASONRY PROVIDE MASONRY CONTROL JOINTS PER UNITS / MASONRY OPENINGS, TYP. MANUFACTURER'S INSTRUCTIONS DIMENSIONS TO FRAMED WALLS ARE TO OUTSIDE FACE OF GYPSUM BOARD ENLARGED FLOOR PLAN SCALE: 1/4" = V-0" DOOR FELEVTMAT WINDOW TYPES SCHEDULE e CAR WASH GENERAL NOTES OW1 10'-0" WIDE BY 1V-0" TALL ALUMINUM STOREFRONT WINDOW HEAD HEIGHT = 10'-8" A.F.F. Q6'-8" WIDE BY 10'-8" TALL ALUMINUM STOREFRONT WINDOW WINDOW HEAD HEIGHT = 10'-8" A.F.F. 16-8" WIDE BY 10'-8" TALL ALUMINUM STOREFRONT WINDOW WINDOW HEAD HEIGHT = 10'-8" A.F.F. FRAME HDWR ELEV MAT SET 01 A AL SET 05 B AL PLAN GENERAL NOTES 0 1. CENTERLINE OF EQUIPMENT DOES NOT EQUAL CENTERLINE OF TRENCH 1. ALL DOORS TO BE 6" FROM ADJACENT WALL U.N.O. 2. CENTERLINE F EQUIPMENT DOES NOT EQUAL CENTERLINE F ENTRY C O QU O S O QU C O 2. ALL SIGNS THAT DESIGNATE PERMANENT ROOMS AND SPACES SHALL DOOR HAVE RAISED AND BRAILED CHARACTERS AND PICTORIAL SYMBOL SIGNS, 3. CENTERLINE OF EQUIPMENT DOES EQUAL CENTERLINE OF EXIT DOOR FINISH AND CONTRAST, AND MOUNTED 60 INCHES ABOVE THE FINISH 4. CENTERLINE OF EQUIPMENT DOES EQUAL CENTERLINE OF TUNNEL BAY FLOOR TO CENTERLINE OF THE SIGN PER ANSI 5. COORDINATE LOCATION OF TRENCH WITH CAR WASH MANUFACTURER'S 3. ALL INTERIOR STUD WALLS TO BE WALL TYPE "313", U.N.O. DRAWINGS 4. PROVIDE MOISTURE RESISTANT GYPSUM BOARD AT ALL TOILET ROOMS SPACE I FLOOR I WALLS I CLG ROOM NAME I MAT I BASE INORTHI EAST ISOUTHI WEST I MAT 1.04 JUNISEX 1 3070 1 01 1 H.M. I 0-HR I N/A ISET031 A I H.M. 1 1.04 JUNISEX I WD I VB I PT-1 I PT-1 I PT-1 I PT-1 I WL 6" BASE 1.05A IMECHANICAL 1 3070 1 04 1 H.M. I 0-HR I TEMP ISET 041 A I H.M. 1 1.05 MECHANICAL NO NO PT-1 PT-1 PT-1 I PT-1 I NO IPAINT BAR JOISTS & ROOF DECK 1.05B IMECHANICAL 1 3070 1 02 1 AUGS I 0-HR I N/A I SET 041 B I ALUM. 1 1.06 WASH BAY I NO NO WL WL WL I WL I NO IPAINT BAR JOISTS & ROOF DECK 1.05C IMECHANICAL 2) 30701 05 1 H.M. I 0-HR I TEMP ISET 051 B I H.M. DOOR GENERAL NOTES 1. ALL DOOR HARDWARE TO BE ANSI COMPLIANT LEVER STYLE 2. ALL DOOR HARDWARE TO BE MOUNTED BETWEEN 34" - 48" A.F.F. 3. ALL GLAZING IN NEW DOORS TO BE TEMPERED 4. ALL DOORS TO RECEIVE (3) HINGES 5. ALL DOORS TO RECEIVE (3) SILENCERS 6. ALL DOORS TO RECEIVE DOOR STOP 7. ALL EXTERIOR DOORS TO RECEIVE CLOSER 8. ALL EXTERIOR DOORS TO HAVE ANSI COMPLIANT THRESHOLD (1/4" MAX) 9. EXCEPT FOR THE RESTROOM, ALL OTHER EGRESS DOORS SHALL UNLATCH WITH ONLY ONE OPERATION OF THE DOOR HARDWARE, READILY OPERABLE FROM EGRESS SIDE WITHOUT USE OF A KEY OR SPECIAL KNOWLEDGE AND SHALL NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE VCC 1010.1.9/1010.1.9.1/1010.1.9.5. DOOR HARDWARE SETS SET 01: OFFICE LOCKSET SET 02: STORAGE LOCKSET SET 03: PRIVACY LOCKSET SET 04: PASSAGE LOCKSET SET 05: EXIT LOCKSET SET 06: PUSH / PULL KEY ALL DOORS ALIKE FLOORING BASE WALLS CEILING CPT CARPET VB VINYL BASE PT-1 WHITE PAINT ACT ACOUSTICAL CEILING TILE VCT VINYL COMP CT CERAMIC TILE PT-2 BLONDE PAINT GYP SUSPENDED GYPSUM BOARD CEILING TILE EXG EXG BASE SW 6128 WL WALL LINER WD SIM WOOD FLR. NO NO BASE WC WALL COVERING NO NO CEILING NO NO FLOORING EXG WL EXG WALL FINISH WALL LINER PANEL CEILING NOTES SIM WOOD FLOOR = BB BOARD AND BATTEN DOOR FRAMES AND ACT CEILING COLOR TO MATCH ALLURE 53712 NO NO FINISH WALL COLOR IN ALL ROOMS, SEE FINISH SCHEDULE TEAK 5 I DOOR SCHEDULE 1 4 1 FINISH SCHEDULE A B 2 I FRAME ELEVATIONS - - - -cD - - TEMP. co 0 co EQ 1 --0-1 EQ ih m TEMP. 2'x2' c� LOUVER �n TqEMP. M o �UI 1 2 3 4 5 KICK PLATE, -KICK PLATE, BOTH SIDES BOTH SIDES SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" 1 1 DOOR ELEVATIONS FLOOR PLAN CODED NOTES O 1. WALL MOUNTED FIRE EXTINGUISHER. EXTINGUISHER TO BE: RED ENEMELED FINISH HEAVY DUTY STEEL CYLINDER. UL AND FM APPROVED. ABC MULTIPURPOSE DRY CHEMICAL, 10 LB CAPACITY UL RATED 4A 6013: C, HOSE TYPE, UPRIGHT, SQUEEZE GRIP OPERATION 2. INTERIOR WALL LINER PANEL BY EXTRUTECH PLASTICS, INC. 3. 14'-0" x 8'-0" OVERHEAD DOOR 4. 10'-0" x 8'-0" OVERHEAD DOOR 5. CAR WASH TRENCH, SEE MANUFACTURER'S DRAWINGS 6. DECORATIVE AWNING W/ BRACKETS, CENTER OVER WINDOWS / DOORS 7. 24"x24" COMMERCIAL GRADE UTILITY SINK 8. ANSI COMPLIANT BOTTLED WATER COOLER WITH CUP DISPENSER 9. 12" DEEP SHELVING W/ STANDARDS AND BRACKETS 10. NOT USED 11. UNDER COUNTER REFRIGERATOR 12. NOT USED 13. SERVER RACK, SEE SHEET A5-1 14. DOWNSPOUT 15. ALUMINUM STOREFRONT SYSTEM, WINDOW HEAD HEIGHT = 8'-0", SEE ELEVATION 13/A5-1, PROVIDE V INSULATED GLASS UNDER COUNTER REFRIGERATOR 16. CONSTRUCT 2x4 INSULATED STUD WALL ABOVE OFFICE WINDOWS TIGHT TO BOTTOM OF DECK. INSTALL 5/8" GYPSUM BOARD EACH SIDE & LINER PANEL ON WASH BAY SIDE 17. RECEPTIONIST DESK BY OTHERS. ANSI COMPLIANCE IS THE RESPONSIBILITY OF THE DESK DESIGNER 18. PROVIDE 2 1/2" METAL Z-FURRING STRIPS @ 24" HORIZONTAL W/ MIN R-13 RIGID INSULATION IN FURRING CAVITIES W/ 5 MIL VAPOR BARRIER 19. ANSI COMPLIANT SIGNAGE DESIGNATING UNISEX TOILET ROOM 20. COFFEE MAKER, SEE INTERIOR ELEVATION 21. MICROWAVE, SEE INTERIOR ELEVATION 22. NOT USED 23. ANSI COMPLIANT SIGNAGE DESIGNATING MAXIMUM OCCUPANCY OF 15 PERSONS 24. 8" CMU / QUIK-BRIK CONSTRUCTION 25. ANSI COMPLIANT EXIT SIGNAGE, SEE 9/A5-1 26. NOT USED 27. HVAC PLATFORM ABOVE, SEE DETAILS ON SHEET Al-3 28. 8" CMU WALL WALL LEGEND v L�8" CMU WALL 0111111- 2x4 STUD WALL WALL TYPES SCHEDULE # ASSEMBLY DESCRIPTION HR NOTES w a FULL HEIGHT PARTITION, 2x4 WOOD STUDS m zz TERMINATE GYPSUM BOAR M @ 16" O.C. as @UNDERSIDE OF JOISTS. 5/8" GYP BD z LL ASSEMBLY THICKNESS= 4 3/4" a FULL HEIGHT PARTITION, m 2x4 WOOD STUDS = zz TERMINATE GYPSUM BOAR @ 16" O.C. o at (� UNDERSIDE OF JOISTS. T 5/8" GYP BD z � 3" SOUND BATT !'� a� ASSEMBLY THICKNESS = M 0 4 3/4" w a FULL HEIGHT PARTITION, 2x4 WOOD STUDS m z TERMINATE GYPSUM BOAR M @ 16" O.C. xt @BOTTOM OF DECK. 5/8" GYP BD zLu 3" SOUND BATT ASSEMBLY THICKNESS = � 4 3/4" # DATE ISSUED WITH: CHANGE DESCRIPTION GREEN CLEAN AUTO WASH 3290 WORTH CROSSING CHARLOTTESVILLE, VA 22911 Green �I��n AIII=,.AffAL"~A=,J0,J0 sBA S T U D I O S ARCHITECTURAL DESIGN 614.562.7761 WWW.SBA-STUDIOS.COM QITEG- SCOfFB..BAKER, LICENSE #18940 ATION DATE 04/30/2022 SCALE: 3/16" = V-0" (U.N.O.) SHEET # / DESCRIPTION FLOOR PLAN Al-1 DATE: 04.06.2021 DESIGN REVIEW SBA STUDIOS PROJECT # 2020-509 U J J 0 s U) Q m U) N 0 N u 12 3 ROOF PLAN TAPERED INSULATION TO DIRECT WATER TOWARD MAIN SCUPPERS, SEE ROOF PLAN 2x P.T. CONTINUOUS WOOD NAILER W/ CONCRETE ANCHORS @ 16" O.C. RUN MEMBRANE ROOFING UP OVER FLASHING METAL FLASHING 8"x8" PRE -MANUFACTURED SHEET METAL SCUPPER INSTALL SEALANT AROUND ENTIRE SCUPPER PERIMETER P.T. BLOCKING AS REQUIRED FOR SCUPPER FASTENERS LAP & CEMENT MEMBRANE ROOFING OVER FLASHING OVERFLOW SCUPPER DETAIL SCALE: 3/4" = 1'-0" 2 1 SCUPPER DETAIL TAPERED INSULATION TO DIRECT WATER TOWARD MAIN SCUPPERS, SEE ROOF PLAN 2x P.T. CONTINUOUS WOOD NAILER W/ CONCRETE ANCHORS @ 16" O.C. RUN MEMBRANE ROOFING UP OVER FLASHING METAL FLASHING 8"x8" PRE -MANUFACTURED SHEET METAL SCUPPER INSTALL SEALANT AROUND ENTIRE SCUPPER PERIMETER P.T. BLOCKING AS REQUIRED FOR SCUPPER FASTENERS LAP & CEMENT MEMBRANE ROOFING OVER FLASHING SCALE: 3/4" = 1'-0" UNISTRUT TO BE P1000. FASTEN TO BAR JOISTS W/ MIN 1/4" THRU-BOLT 1 I MAKE-UP AIR UNIT SUPPORT METAL BAR JOISTS, SEE DETAIL 3/A4-2 FOR BRACING CONCENTRATED LOADS 1 5/8" UNISTRUT TO SIT ON TOP OF BOTTOM CHORD OF BAR JOISTS 3/8" ALL -THREAD AT CORNERS PER MANUFACTURER'S RECOMMENDATIONS MAKE-UP AIR UNIT, WEIGHT = 450# SCALE: 3/4" = 1'-0" ROOF PLAN CODED NOTES O 1. MASONRY PARAPET WALL 2. STANDARD UL CLASS A FM/1-90 FULLY ADHERED SINGLE PLY MEMBRANE ROOFING ON RIGID INSULATION, SLOPE TOWARDS SCUPPERS 3. PREFABRICATED CANOPY INSTALLED PER MANUFACTURER'S INSTRUCTONS 4. DRAINAGE SCUPPER THROUGH PARAPET WALL 5. PRE -MANUFACTURED COLLECTION BOXES W/ 5" DOWNSPOUTS 6. EMERGENCY OVERFLOW SCUPPER 7. MAKE-UP AIR UNIT BELOW, SEE SUPPORT DETAIL 1/A1-2 # DATE ISSUED WITH: CHANGE DESCRIPTION GREEN CLEAN AUTO WASH 3290 WORTH CROSSING CHARLOTTESVILLE, VA 22911 � Green lean AL"~A=,J0,J0 SBA S T U D I O S ARCHITECTURAL DESIGN 614.562.7761 WWW.SBA-STUDIOS.COM ` ` o T� QITEG� SCOfFB..BAKER, LICENSE #18940 ATION DATE 04/30/2022 SCALE: 3/16" = 1'-0" (U.N.O.) SHEET # / DESCRIPTION ROOF PLAN A1-2 DATE: 04.06.2021 DESIGN REVIEW SBA STUDIOS PROJECT # 2020-509 U J J 0 s r Q m U N O N lJ 3 1 REFLECTED CEILING PLAN 2 1 PLATFORM SECTION JOIST BEARING D BEAM 41-1- CMU, THIS IRSE T.O. MECH. PLATFORM C.J. BEARING 8'-1" A. F.F. SCALE: 3/4" = 1'-0" PROVIDE 36" WIDE x 36" TALL ACCESS DOOR TO MECHANICAL PLATFORM, CENTER ACCESS DOOR OVER MAN DOOR BELOW. DOOR HEAD TO BE @ 36" A.F.F. REFER TO BOND BEAM LINTEL SCHEDULE IN STRUCTURAL DRAWINGS FOR LINTEL SIZE 2x8 P.T. LEDGER, W/ 5/8" DIA EXP. BOLTS @ 12" O.C. W/ 4-1/2" EMBEDMENT IN SOLID GROUTED CMU --\ CEILING LOAD = 60 PSI MAX LIVE LOAD 1 1 PLATFORM FRAMING / � I 1 I I I I 2x8 P.T. LEDGER, W/ 5/8" DIA EXP. BOLTS @ 12" O.C. W/ 4-1/2" EMBEDMENT IN SOLID GROUTED CMU - PROVIDE %" OSB SUBFLOOR, TONGUE AND GROOVE - GLUE AND NAIL, ON TOP OF JOISTS - HATCHED AREA REPRESENTS AREA OF FURNACE PLATFORM SEE STRUCTURAL DRAWINGS FOR GENERAL STRUCTURAL NOTES PROVIDE 2x4 WALL AROUND OPEN PERIMETER LOCATIONS OF MECHANICAL PLATFORM FOR FALL PROTECTION. WALL TO GO FROM TOP OF PLATFORM FINISH FLOOR TO UNDERSIDE OR BAR JOISTS, TYP. SCALE: 3/8" = 1'-0" CEILING PLAN CODED NOTES O 1. CEILING HEIGHT TO BE 8'-0" A.F.F. 2. OPEN TO DECK ABOVE REFLECTED CEILING LEGEND SURFACE MOUNTED 1xX FLUORESCENT LIGHT FIXTURE ❑ SURFACE MOUNTED 2x2 FLUORESCENT LIGHT FIXTURE ® SUPPLY AIR DIFFUSER RETURN AIR GRILLE WALL MOUNTED LIGHT O RECESSED CAN LIGHT TRACK LIGHT 6 EXTERIOR WALL MOUNTED LIGHT DECORATIVE EXTERIOR WALL MOUNTED LIGHT e EXIT LIGHT PENDANT LIGHT (BOTTOM OF LIGHT AT 8'-0" A.F.F.) FINISH CEILING LEGEND GYPSUM WALL BOARD CEILING EXPOSED BAR JOISTS CEILING PLAN GENERAL NOTES 1. PROVIDE ADDITIONAL FRAMING AS NECESSARY AROUND ALL HVAC AND LIGHTING COMPONENTS FOR INSTALLATION OF CEILINGS. # DATE ISSUED WITH: CHANGE DESCRIPTION GREEN CLEAN AUTO WASH 3290 WORTH CROSSING CHARLOTTESVILLE, VA 22911 Green �I��n AIII=,.AffAL"~A=,J0,J0 sBA S T U D I O S ARCHITECTURAL DESIGN 614.562.7761 WWW.SBA-STUDIOS.COM o T� QITEG� SCOfFB..BAKER, LICENSE #18940 ATION DATE 04/30/2022 SCALE: 3/16" = V-0" (U.N.O.) SHEET # / DESCRIPTION REFLECTED CLG. PLAN A1-3 DATE: 04.06.2021 DESIGN REVIEW SBA STUDIOS PROJECT # 2020-509 U J J 0 s U) Q m U) N 0 N u El 2 JOIST BEARING ELEV. = 13'-8" A.F.F. ENTRY ELEVATION 1 3 1 EXIT ELEVATION SIDE ELEVATION JOIST BEARING ELEV. = 13'-8,. A.F.F. FINISH FLOOR SIDE ELEVATION TYP. TYP. JOIST BEARING _EV. = 14' 4" A.F.F. ELEVATION CODED NOTES O 1. ALUMINUM STOREFRONT GLAZING SYSTEM. MANUFACTURER TO DESIGN FOR WIND LOAD REQUIREMENTS PER CODE. 2. 8" QUIK-BRIK MASONRY W/ INSULATED CORES (MIN. 7.9 R-VALUE). INSULATED CORES NOT REQUIRED AT OUTSIDE WALLS OF WASH BAY. 3. CONTINUOUS METAL CROWN WRAP ROOF COPING. 4. SOLDIER COURSE. 5. OVERHEAD DOOR. 6. SIGNAGE PROVIDED BY OWNER. 7. NOT USED. 8. 36"x24" METAL WALL LOUVER W/ 2" FRAME, SEE HVAC DRAWINGS. LOCATE SUCH THAT THE OPENING IS NOT DIRECTLY BENEATH A ROOF JOIST. 9. GRADE, COORDINATE W/ CIVIL DRAWINGS. 10.PRE-MANUFACTURED ALUMINUM AWNING W/ STANDING SEAM METAL ROOF. INSTALL PER MANUFACTURER'S STAMPED SHOP DRAWINGS. 11.NOT USED. 12.MASONRY BAND IN DARK FINISH TO MATCH BASE OF WALL. 13.EGRESS LIGHT FIXTURE. 14.DECORATIVE LIGHT FIXTURE. 15. SCUPPER & DOWNSPOUT W/ COLLECTION BOX. 16.EMERGENCY OVERFLOW SCUPPER. ELEVATION MATERIAL LEGEND STANDING SEAM METAL ROOF (BLACK FINISH) EP HENRY GROUND FACE CMU MASONRY SOLDIER COURSE EP HENRY SOLID CMU 500D - WHITE FINISH # DATE ISSUED WITH: CHANGE DESCRIPTION GREEN CLEAN AUTO WASH 3290 WORTH CROSSING CHARLOTTESVILLE, VA 22911 Green �I��n SBA S T U D I O S ARCHITECTURAL DESIGN 614.562.7761 WWW.SBA-STUDIOS.COM o ` �IT QITEG� SCOfFB..BAKER, LICENSE #18940 ATION DATE 04/30/2022 SCALE: 3/16- = 1'-01, SHEET # / DESCRIPTION EXTERIOR ELEVATIONS A2-1 DATE: 04.06.2021 DESIGN REVIEW SBA STUDIOS PROJECT # 2020-509 U J J 0 s F Q m N 0 N BOND BEAM, SEE STRUCTURAL FLASHING / ROOFING TO ALLOW UP TO 3/4" VERTICAL DIFFERENTIAL MOVEMENT BETWEEN WALL AND ADJACENT JOIST TERMINATION BAR 2 1_3 RUN MEMBRANE PARTIALLY UP - - - - - - - - - - - - - - - - - PARAPET WALL MIN. (2) CMU COURSES i JOIST BEARING JOIST BEARING I BOND BEAM, SEE STRUCTURAL EXPOSED BAR JOISTS, TYP. 7/16" OSB SHEATHING I MECH. PLATFORM 3/4" T&G PLYWOOD SHEATHING HVAC UNIT, SEE MEP DRAWINGS 9 I OVER 2x8 JOISTS @ 16" O.C. TOP OF PLATFORM + C.J. BEARING+ i LINER PANEL TYP. @WASH BAY, ATTACH @ FURRING STRIPS VGYPSUM BOARD CEILING PROVIDE 2 1/2" METAL Z-FURRING l WOOD FRAMED J STRIPS @ 24" HORIZONTAL 8" CMU WALL INTERIOR STUD W/ MIN R-13 RIGID INSULATION IN WALLS, TYP. FURRING CAVITIES W/ 5 MIL i VAPOR BARRIER. i i i i co WASH BAY STAFF CORRIDOR i i i = EP HENRY MASONRY FINISH FLOOR F-: k.. W D --"-- �• B.O. FOOTING 1 BUILDING SECTION WALL SECTION NOTES 1. ALL MATERIALS ARE TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS, INDUSTRY STANDARD AND APPLICABLE CODES 2. SEE TRUSS / RAFTER PROFILES FOR TRUSS AND RAFTER BEARING HEIGHTS. 3. ANY CONFLICTS WITH MATERIALS AND INSTALLATION SHOULD BE REPORTED TO THE ARCHITECT IMMEDIATELY IN WRITING FOR CORRECTION OR CLARIFICATION. 4. GRADE TO SLOPE 6" MIN. FOR THE FIRST 10' AWAY FROM THE BUILDING. 5. APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PREVENTION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM RE-ENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: A. AT TOP OF ALL EXTERIOR DOOR AND WINDOW OPENINGS IN SUCH A MANNER AS TO BE LEAK -PROOF. B. AT THE INTERSECTION OF CHIMNEYS OR ANY OTHER MASONRY WITH FRAME OR STUCCO WALLS, W/ PROJECTING LIPS. C. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. D. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD FRAME CONSTRUCTION. E. AT ALL WALL AND ROOF INTERSECTIONS F. ALL EXTERIOR PENETRATIONS INCLUDING BUT NOT LIMITED TO, EXHAUSTS / VENTS, INTAKES, CONDUITS, WIRES, PLUMBING, & CONDENSER LINES G. LOCATIONS WHERE DISSIMILAR MATERIALS ABUT, CARE IS BE TAKING TO FLASH, CAULK, OR OTHERWISE SEAL TO PREVENT PENETRATION AT JOINTS # DATE ISSUED WITH: CHANGE DESCRIPTION GREEN CLEAN AUTO WASH 3290 WORTH CROSSING CHARLOTTESVILLE, VA 22911 ureen(Uwan AL"~A=mMmM sBA S T U D I O S ARCHITECTURAL DESIGN 614.562.7761 WWW.SBA-STUDIOS.COM SCALE: 1/2-= 1'-01, ��_ p L T H ` ` QITEC� SHEET # / DESCRIPTION BUILDING SECTION A3-1 DATE: 04.06.2021 SCOXFP.SAKER, LICENSE #18940 DESIGN REVIEW SBA STUDIOS PROJECT # 2020-509 ATION DATE 04/30/2022 Mj 12 5-1 — — MEMBRANE ROOF OVER MIN. R-25 MEMBRANE ROOF OVER MIN. R-25 RIGID INSULATION I RIGID INSULATION CONTINUOUS METAL CONTINUOUS METAL COPING, SEE ELEVATIONS I I COPING, SEE ELEVATIONS P.T. NAILER, SLOPE TOWARDS ROOF P.T. NAILER, SLOPE TOWARDS ROOF BOND BEAM, SEE I BOND BEAM, SEE STRUCTURAL I STRUCTURAL RUN MEMBRANE UP PARAPET RUN MEMBRANE UP PARAPET WALL & BENEATH COPING I WALL & BENEATH COPING ------------ PROVIDE 18 GA DEFLETION P.T. CANT STRIP TRACK @ TOP OF WALL TO P.T. CANT STRIP JOIST BEARING PERMIT 3/4" VERT. DEFLECTION _ _ _ _ --------------- OF ROOF 7/16" OSB SHEATHING JOIST BEARINGS I METAL ROOF DECK, SEE 2x4 STUD WALL W/ P.T. —' —' — —' STRUCTURAL SILL PLATE. ATTACH Z BOND BEAM, SEE I FURRING TO STUDS STRUCTURAL SEE STRUCTURAL FOR WALL BRA T.O. MASONRY SEE STRUCTURAL FOR FRAMING 1/2x6 TITEN HD @ 48" O.C. OVER MASONRY OPENINGS \ / BOND BEAM, SEE STRUCTURAL BOND BEAM, SEE STRUCTURAL STEEL BAR JOISTS, SEE STRUCTURAL GROUT SOLID CANOPY, INSTALL PER MANUFACTURER'S STAMPED SHOP DRAWINGS 1 1/2" - 20 GA. GALVANIZED METAL ROOF DECK. WELD DECK TO SUPPORTS W/ 5/8" DIA. PUDDLE WELDS IN 36/5 PATTERN. PROVIDE #12 777 SCREWS @ SIDE LAPS STEEL BAR JOISTS, SEE STRUCTURAL eD �n EP HENRY MASONRY W/ 77 CORE -FILL 500' INSULATED CORES (MIN 7.9 R-VALUE). INSULATED CORES NOT C? REQUIRED AT OUTSIDE WALLS OF CAR WASH BAY 777 LINER PANEL @ WALLS OF - CAR WASH BAY °D SEE STRUCTURAL DRAWINGS FOR CMU REINFORCING SEE STRUCTURAL ALUMINUM STOREFRONT DRAWINGS FOR CMU SYSTEM. SEE EXTERIOR REINFORCING ELEVATIONS. FLASH PER MANUFACTURER'S 2 1/2" METAL Z-FURRING INSTRUCTIONS STRIPS @ 24" O.C. HORIZONTAL. PROVIDE MIN. R-13 RIGID INSULATION AND 5 MIL. VAPOR BARRIER 8" CMU WALL 4" CONCRETE SLAB (SEE PLAN) 4" CONCRETE SLAB (SEE PLAN) 4" CONCRETE SLAB ON ON COMPACTED GRANULAR FILL ON COMPACTED GRANULAR FILL COMPACTED GRANULAR FILL AND VAPOR BARRIER. PROVIDE AND VAPOR BARRIER. PROVIDE AND VAPOR BARRIER. EXPANSION JOINT BETWEEN EXPANSION JOINT BETWEEN SLAB AND CMU WALL 7 SLAB AND CMU WALL 4" CONCRETE SLAB ON 777 COMPACTED GRANULAR FILL AND VAPOR BARRIER. PROVIDE SYNTHETIC FIBER REINFORCING. PROVIDE EXPANSION JOINT BETWEEN -2d SLAB AND CMU WALL SIDEWALK PER CIVIL (6" @ CAR WASH BAY SIDE) DRAWINGS FINISH FLOORS FINISH FLOOR FINISH FLOOR a s a s i — THICKENED SLAB, SEE STRUCTURAL 2'-0" R-10 RIGID INSULATION 2_0" R-10 RIGID INSULATION MIN ° :. .a MIN b B.O. FOOTING° B.O. FOOTING" B.O. FOOTING CONTINUOUS CONCRETE CONTINUOUS CONCRETE FOOTER PER FOUNDATION FOOTER PER FOUNDATION PLAN. PROVIDE (2) #5 CONT. PLAN. PROVIDE (2) #5 CONT. 4 NOT USED 3 INTERIOR WALL SECTION 2 WALL SECTION @ STOREFRONT GLASS 1 WALL SECTION WALL SECTION NOTES 1. ALL MATERIALS ARE TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS, INDUSTRY STANDARD AND APPLICABLE CODES 2. SEE TRUSS / RAFTER PROFILES FOR TRUSS AND RAFTER BEARING HEIGHTS. 3. ANY CONFLICTS WITH MATERIALS AND INSTALLATION SHOULD BE REPORTED TO THE ARCHITECT IMMEDIATELY IN WRITING FOR CORRECTION OR CLARIFICATION. 4. GRADE TO SLOPE 6" MIN. FOR THE FIRST 10' AWAY FROM THE BUILDING. 5. APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PREVENTION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM RE-ENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: A. AT TOP OF ALL EXTERIOR DOOR AND WINDOW OPENINGS IN SUCH A MANNER AS TO BE LEAK -PROOF. B. AT THE INTERSECTION OF CHIMNEYS OR ANY OTHER MASONRY WITH FRAME OR STUCCO WALLS, W/ PROJECTING LIPS. C. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. D. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD FRAME CONSTRUCTION. E. AT ALL WALL AND ROOF INTERSECTIONS F. ALL EXTERIOR PENETRATIONS INCLUDING BUT NOT LIMITED TO, EXHAUSTS / VENTS, INTAKES, CONDUITS, WIRES, PLUMBING, & CONDENSER LINES G. LOCATIONS WHERE DISSIMILAR MATERIALS ABUT, CARE IS BE TAKING TO FLASH, CAULK, OR OTHERWISE SEAL TO PREVENT PENETRATION AT JOINTS # DATE ISSUED WITH: CHANGE DESCRIPTION GREEN CLEAN AUTO WASH 3290 WORTH CROSSING CHARLOTTESVILLE, VA 22911 ureen(Uwan AL"~A=mMmM sBA S T U D I O S ARCHITECTURAL DESIGN 614-562.7761 WWW.SBA-STUDIOS.COM pL T H ` \ o� 1 Q1 T zC, OXFA SC.BAKER, LICENSE ATION DATE 04/30/2022 SCALE: 3/4" = V-0" SHEET#/ DESCRIPTION WALL SECTIONS A4-1 DATE: 04.06.2021 DESIGN REVIEW SBA STUDIOS PROJECT# 2020-509 M CONTINUOUS METAL COPING, SEE ELEVATIONS P.T. NAILER, SLOPE TOWARDS ROOF MIN. 8" CONT. BOND BEAM W/ (2) #5 CONT. EP HENRY MASONRY @ ABOVE ROOF LOCATIONS WHERE NO SIDING OCCURS TERMINATION BAR, HALFWAY UP PARAPET WALL 2'-0" ABOVE ROOF MEMBRANE ROOF OVER MIN. R-25 RIGID INSULATION METAL ROOF DECK, SEE STRUCTURAL _ _ _ JOIST BEARING FLASHING / ROOFING TO ALLOW UP TO 3/4" VERT. DIFFERENTIAL MOVEMENT BETWEEN WALL & ADJACENT JOIST MIN. 8" CONT. BOND BEAM, SEE STRUCTURAL STEEL BAR JOISTS, SEE STRUCTURAL 8" CMU j PROVIDE HORIZONTAL JOINT REINFORCING @ 16" O.C., TYP. #5 @ 48" O.C., CENTERED IN CMU WALL 4" CONCRETE SLAB (SEE PLAN) ON COMPACTED GRANULAR FILL AND VAPOR BARRIER. PROVIDE EXPANSION JOINT BETWEEN SLAB AND CMU WALL SIDEWALK PER CIVIL DRAWINGS FINISH FLOOR THICKENED SLAB, SEE w STRUCTURAL Lu? w B.O. FOOTING k MEMBRANE ROOF OVER MIN. R-25 RIGID INSULATION CONTINUOUS METAL COPING, SEE ELEVATIONS P.T. NAILER, SLOPE TOWARDS ROOF CONTINUOUS BOND BEAM RUN MEMBRANE UP PARAPET WALL & BENEATH COPING P.T. CANT STRIP 77-71 SEE STRUCTURAL DRAWINGS FOR DECK ATTACHMENT _ _ _ _ JOIST BEARING, \ \ CANOPY, INSTALL PER MANUFACTURER'S STAMPED \SHOP DRAWINGS \ SEE STRUCTURAL FOR ALL BEAM SIZES CONTINUOUS FLASHING METAL ROOF DECK, SEE STRUCTURAL STEEL BAR JOISTS, SEE STRUCTURAL rn w OVERHEAD HIGH TRACK DOOR @ ENTRANCE SIDE. OVERHEAD COILING DOOR @ EXIT SIDE, COORDINATE WITH OWNER 4 CONCRETE SLAB ON COMPACTED GRANULAR FILL AND VAPOR BARRIER. TURN DOWN SLAB DRIVE PER CIVIL DRAWINGS FINISH FLOOR 77. El 11 a do w e a s CONTINUOUS CONCRETE w b a FOOTER PER FOUNDATION PLAN. B.O. FOOTING,b 3 NOT USED 2 WALL SECTION @ INTERIOR CMU WALL 1 WALL SECTION AT END WALL WALL SECTION NOTES 1. ALL MATERIALS ARE TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS, INDUSTRY STANDARD AND APPLICABLE CODES 2. SEE TRUSS / RAFTER PROFILES FOR TRUSS AND RAFTER BEARING HEIGHTS. 3. ANY CONFLICTS WITH MATERIALS AND INSTALLATION SHOULD BE REPORTED TO THE ARCHITECT IMMEDIATELY IN WRITING FOR CORRECTION OR CLARIFICATION. 4. GRADE TO SLOPE 6" MIN. FOR THE FIRST 10' AWAY FROM THE BUILDING. 5. APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PREVENTION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM RE-ENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: A. AT TOP OF ALL EXTERIOR DOOR AND WINDOW OPENINGS IN SUCH A MANNER AS TO BE LEAK -PROOF. B. AT THE INTERSECTION OF CHIMNEYS OR ANY OTHER MASONRY WITH FRAME OR STUCCO WALLS, W/ PROJECTING LIPS. C. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. D. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD FRAME CONSTRUCTION. E. AT ALL WALL AND ROOF INTERSECTIONS F. ALL EXTERIOR PENETRATIONS INCLUDING BUT NOT LIMITED TO, EXHAUSTS / VENTS, INTAKES, CONDUITS, WIRES, PLUMBING, & CONDENSER LINES G. LOCATIONS WHERE DISSIMILAR MATERIALS ABUT, CARE IS BE TAKING TO FLASH, CAULK, OR OTHERWISE SEAL TO PREVENT PENETRATION AT JOINTS # DATE ISSUED WITH: CHANGE DESCRIPTION GREEN CLEAN AUTO WASH 3290 WORTH CROSSING CHARLOTTESVILLE, VA 22911 careen(Ulean s9A S T U D I O S ARCH ITECT€#RAL DESIGN 614.562J761 W W W_SBA-STUUIOS_C©M �NL T H `/� ` o Q1 T 0- SCOIT . AKER, LICENSE #18940 ATION DATE 04/30/2022 SCALE: 3/4" = 1'-0" (U.N.O.) SHEET # / DESCRIPTION SECTIONS / DETAILS A4-2 DATE: 04.06.2021 DESIGN REVIEW SBA STUDIOS PROJECT # 2020-509 U J J 0 0 U) Q m U) N 0 N 1 E n c F A. FLOOR MOUNTED ANSI COMPLIANT TOILET B. WALL MOUNTED ANSI COMPLIANT SINK C. ANSI COMPLIANT PIPE INSULATION D. ANSI COMPLIANT 18" VERTICAL GRAB BAR E. 36" ANSI COMPLAINT GRAB BAR F. 42" ANSI COMPLIANT GRAB BAR G. TOILET PAPER DISPENSER H. PAPER TOWEL DISPENSER I. SOAP DISPENSER J. ANSI FIXTURE CLEARANCE K. ANSI FLOOR CLEAR SPACE SCALE: 3/8" = V-0" 8' T 6' 5' 4' 3' 2 1' J J J J ------� 39"-41" -+------ 1'-3" 0" f----- --------- --------- - - - -- —- - -- GRAB - - -- - - - -- --- - - - - -- �— I- -"- - -"- -" - - - - ---" BA -- -" MIRROR -- - - - — — —— — — - - --"- — - _. -o _._._. pll� .,_�, .3,�,I Z. 3_1._ _ _. .1-5 -- -- - - --- - - - - GRAB - - �..MIN - -- - -- - - — - GRAB BAR 0 rn � _ _ _i.- __' _ vy _ _ Rs -_- 7_ in I� r) r` - ACCESSIBLE TOILETS ACCESSIBLE TOILETS ACCESSIBLE ACCESSIBLE NAPKIN FIRE FLOOR MTD TOILET - FRONFLOOR MTD TOILET - SIDE TOILET LAVS - FRONT TOILET LAVS - SIDE DISPOSAL EXTINGUISHER 1. ALL MOUNTING HEIGHTS SHOWN ARE ABOVE FINISH FLOOR. (CRITICAL FOR ANSI COMPLIANCE) 2. ALL DIMENSIONS SHOWN ARE FACE OF FINISH TO FACE OF FINISH (CLEAR) (CRITICAL FOR ANSI COMPLIANCE) 3. THERMOSTATS AND LIGHT SWITCHES TO BE MOUNTED NO LOWER THAN 18" A.F.F. AND NO HIGHER THAN 54" A.F.F. 4. PROVIDE IN -WALL BLOCKING FOR ALL WALL HUNG ITEMS ON STUD WALL CONSTRUCTION. 5. PROVIDE SOAP DISPENSER AND PAPER TOWEL DISPENSER AT ALL SINK LOCATIONS. 14 1 NOT USED 1 11 1 ENLARGED TOILET ROOM PLAN 1 7 ANSI MOUNTING HEIGHTS 13 ALUMINUM STOREFRONT CLEAR GLAZING, TYP. (1" INSULATED GLASS) TEMP TEMP TEMP 0 i� TEMP TEMP TEMP j T-0" T-0" T-0" 16'-0" INTERIOR ELEVATION SCALE: 1/4" = V-0" EXTEND BASE FLASHING UP & OVER 2x P.T. WOOD NAILER - SECURE @ FRONT & BACK 12" O.C. MAX. 2x P.T. CONTINUOUS WOOD NAILER W/ CONCRETE ANCHORS @ 16" O.C. SHIM AS REQUIRED TO PROVIDE PITCH PREFINISHED .0023" ALUMINUM COPING CONTINUOUS CLEAT MEMBRANE ROOF OVER MIN. R-25 RIGID INSULATION PACK BEARING POCKET WITH NON -SHRINK GROUT / DRY -PACK. WRAP STEEL ENDS IN POCKETS W/ 1/4" MESH METAL ROOF DECK, SEE STRUCTURAL 10 HENRY MASONRY MASONRY GALVANIZED STEEL ANGLE, SEE PLAN FOR SIZE, PAINT EXPOSED EDGES SEALANT @ JOINTS, TYP HOLLOW METAL DOOR FRAME, GROUT SOLID. SEE DOOR SCHEDULE DOOR. SEE SCHEDULE INTERIOR I I EXTERIOR EXTERIOR DOOR HEAD DETAIL SIGNAGE TO BE OF A LIGHT DARK CONTRAST WITH A NON -GLARE FINISH RAISED CHARACTERS. SANS OR "SIMPLE" SERIF, UPPERCASE ONLY. RAISED CHARACTER HEIGHT TO BE 5/8" - 2" AND RAISE 1/32" MIN. BASELINE OF CHARACTERS BRAILLE, GRADE II REQUIRED BOTTOM OF BRAILLE EXIT SIGNAGE 4" AT SIGNAGE TO BE COMPLIANT WITH ANSI CHAPTER 7 SCALE: 3" = V-0" z l� LL LL LL LL Q Q 'o v o SCALE: 1 1/2" = V-0" ASONRY NRY STEEL BEAM, SEE L FOR SIZE, PAINT iGES JOINTS, TYP. TOREFRONT SYSTEM V< n D ' D D 7- P HENRY MASONRY SEALANT @ JOINTS, TYP. HOLLOW METAL DOOR FRAME, GROUT SOLID. SEE DOOR SCHEDULE DOOR, SEE SCHEDULE INTERIOR I EXTERIOR — SCALE: 3" = V-0" 6 H.M. EXTERIOR DOOR JAMB DETAIL SEALANT AT JOINTS, TYP. - 2x4 WOOD STUDS, TYP. 5/8" GYPSUM WALL BOARD, z OW F J w dx ww HOLLOW METAL DOOR STOP HOLLOW METAL DOOR FRAM DOOR, SEE SCHEDULE FOR l SCALE: 3" = V-0" 5 HOLLOW METAL DOOR HEAD/JAMB DOOR, SEE SCHEDULE DOOR SWEEP 1/4" ANSI COMPLAINT LOW PROFILE THRESHOLD CONCRETE SLAB, TYP. SIDEWALK, SEE CIVIL DRAWINGS 1/2" EXPANSION JOINT 3 2 STAFF ROOM LEFT ELEVATION 2'-7 1/2" 2'-6" 15 15 17 15 0 (V 8 SCALE: 3/8" = V-0" STAFF ROOM RIGHT ELEVATION •8' -T - 6' 5' •4' -T 2 •1' SCALE: 3/8" = V-0" 2 0 I 16 5 N - SCALE: 1 1/2" = V-0" SCALE: 3" = V-0" SCALE: 3/4" = 1'-0" 12 COPING DETAIL 8 EXTERIOR WINDOW HEAD DETAIL 4 EXTERIOR DOOR SILL DETAIL 1 NOT USED INT ELEVATION CODED NOTES O 1. PLASTIC LAMINATE COUNTERTOP 2. 4" PLASTIC LAMINATE BACKSPLASH 3. SUPPORT BRACKET BY COUNTERTOP SUPPLIER 4. DEDICATED SINK FOR JANITOR UTILITY SINK 5. 4" VINYL BASE, SEE FINISH SCHEDULE 6. OPEN SHELVING 7. SHELVING, PROVIDE SUPPORT BRACKETS AS NECESSARY 8. FILLER STRIP AS REQUIRED. 9. TOE KICK. 10. FINISHED END 11. FINISHED END PANEL 12. UNDER COUNTER REFRIGERATOR 13. COFFEE MAKER 14. MICROWAVE 15. ADJUSTABLE SHELVING 16. FILE CABINET 17. IT RACK 18. 8" VALENCE # DATE ISSUED WITH: CHANGE DESCRIPTION GREEN CLEAN AUTO WASH 3290 WORTH CROSSING CHARLOTTESVILLE, VA 22911 ureen(Uwan sBA S T U D I O S ARCHITECTURAL DESIGN 61A.562.7761 WWW.SBA-STUDIOS.COM �� p L T H ` ` T� QITEC� SCALE: VARIES SHEET # / DESCRIPTION INT ELEV / DETAILS A5-1 DATE: 04.06.2021 SCOXFP.SAKER, LICENSE #18940 ATION DATE 04/30/2022 DESIGN REVIEW SBA STUDIOS PROJECT # 2020-509 NI 10 LIMESTONE CAP W/ SLOPED TOP & DRIP EDGE EP HENRY MASONRY #5 @ 48" O.C., CENTERED IN WALL CONTROL JOINT, TYP. DRIVE, SEE CIVIL DRAWINGS A II 4 1 8" CMU WALL w HOOKED DOWEL TO MATCH q' v VERTICAL REINFORCING, LAP 48 BAR DIAMETER 16"x8" CONC. FOOTING W/ (2) #5 CONTINUOUS DUMPSTER ENCLOSURE SECTION Greenlean C�f�ttt» io 0 LIMESTONE SILL EP HENRY GROUND FACE CMU 500D - WHITE FINISH 0 Handicapped Parking Only Van Accessible MINIMUM FINE $250.00 a 0 16 GA (MIN) STEEL SIGN PAINT AS SHOWN ON BOTH SIDES (COLORS TO BE DARK BLUE WITH WHITE SYMBOLS AND CHARACTERS) FASTEN SIGN TO POST W/ 2-1/4" DIA NON -CORROSIVE CARRIAGE BOLTS 2" TUBULAR STEEL POST GALVANIZED AND PAINTED 2" SLOPED WASH BITUMINOUS PAVING [.3111ll_1 FOOTING ACCESSIBLE PARKING SIGNAGE SCALE: 1-1/2" = V-0" GALVANIZED STL. PIPE FILLED W/ CONCRETE CROWNED @ TOP. Ar SEE PLAN FOR PIPE SIZE 1/2" EXPANSION JOINT I4 a wr F� aCf) is r Dowd° ° @wa. � <I w U ° a m O �.. �W { L I 1'-0" 12"0 3000 PSI CONCRETE FOOTING 24"0 3000 PSI CONCRETE FOOTING @ DUMPSTER ENCLOSURE POSTS WITH GATE SCALE: 3/4" = 1'-0" 5 1 PIPE BOLLARD DETAIL 1 4 1 PARKING BLOCK DETAIL SCALE: 3" = 1'-0" CEDAR GATE DOORS, PAINTED GATE STRAP HINGE, (3) PER DOOR CONC. FILLED 6" DIA. BOLLARD, TYP. PAINT TO MATCH METAL SIDING ON BUILDING 1/2" DIA., 18" LONG METAL ROD GATE LATCH 4" GATE CASTER SCALE: 3/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" ISCALE: 1/4" = 1'-0" 7 8 7EXTERIOR MONUMENT SIGNAGE 7 DUMPSTER ENCLOSURE - ELEVATIONS 3 DUMPSTER ENCLOSURE - ELEVATIONS 2 DUMPSTER ENCLOSURE - ELEVATIONS 2 CEDAR PLANKS ON STEEL FRAME, 6-1 INSTALL LATCH HARDWARE & 0 o CASTERS @ DOOR BASE. PROVIDE (3) HEAVY DUTY EXTERIOR GRADE 12'-0" STRAP HINGES PER DOOR. FRAME OF DOORS TO BE 3"x3"x1/4" STEEL ANGLE WELDED (1/4" WELD MIN.) ALL CORNERS W/ 3"x3"x1/4" STEEL ANGLE DIAGONAL CROSS BRACING WELDED TO STEEL FRAME. WELD TOP AND i BOTTOM STEEL ANGLE OF FRAME TO i STEEL TUBE ATTACHED TO HINGES i~24"x24"x48" DEEP CONC. FTG. I —(2)#5 VERTICAL, THIS I i I I SECTION OF WALL 16"x8" CONCRETE FOOTING ------------------ --------- W/(2)#5 CONTINUOUS. DUMPSTER INSTALL 1/2" DIA., 18" LONG, METAL ROD GATE LATCH. INSTALL 3/4" x 6" HOLE INTO CONCRETE @ BOTH I OPEN AND CLOSED POSITIONS TO 3 0 RECEIVE LATCH ROD Co fV - 6_ CONTROL JOINT 2'-0" 2'-0" 10 6 ------------------- CONC. FILLED 6" DIA. BOLLARD, io TYP. PAINT TO MATCH EIFS ON \ ---�- -------------------- BUILDING, SEE BOLLARD DETAIL I I EP HENRY MASONRY L J 6'-4" 6'-4" 12,-8„ SCALE: 1/4" = 1'-0" 6 NOT USED 1 DUMPSTER PLAN # DATE ISSUED WITH: CHANGE DESCRIPTION GREEN CLEAN AUTO WASH 3290 WORTH CROSSING CHARLOTTESVILLE, VA 22911 Green,"Rieon, AL"~AIII=�MmM sBA S T U D I O S ARCHITECTURAL DESIGN 614.562.7761 WWW.SBA-STUDIOS.COM �_ `N L T H ` o T� QITEC� SCO AKER, LICENSE #18940 TION DATE 04/30/2022 SCALE: VARIES SHEET # / DESCRIPTION SITE DETAILS A&1 DATE: 04.06.2021 DESIGN REVIEW SBA STUDIOS PROJECT # 2020-509 U J J 0 0 F- U) m to N 0 N O EXCEPTION: DOOR CLOSER AND DOOR STOPS SHALL BE PERMITTED TO BE 78 402.3 REVOLVING DOORS, REVOLVING GATES, AND TURNSTILES: MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS AND GATES ANSI SECTION 302: FLOOR SURFACES ______ z INCHES (1980 mm) MINIMUM ABOVE THE FLOOR. REVOLVING DOORS, REVOLVING GATES, AND TURNSTILES SHALL NOT BE PART OF AN ACCESSIBLE ROUTE. TYPE OF USE MINIMUM MANEUVERING CLEARANCE 302.1 GENERAL: FLOOR SURFACES SHALL BE STABLE, FIRM, AND SLIP z PARALLEL TO DOORWAY RESISTANT, AND SHALL COMPLY WITH SECTION 302. CHANGES IN LEVEL IN FLOOR o ANSI SECTION: 403 WALKING SURFACES APPROACH DOOR OR PERPENDICULAR SURFACES SHALL COMPLY WITH SECTION 303. O M DIRECTION GATE SIDE TO DOORWAY (BEYOND LATCH SIDE - �, 48" MIN. i UNLESS NOTED) 302.2 CARPET: CARPET OR CARPET TILE SHALL BE SECURELY ATTACHED AND �� 403.1 GENERAL: WALKING SURFACES THAT ARE NOT PART OF AN FROM FRONT PULL 60" 18" SHALL HAVE A FIRM CUSHION, PAD, OR BACKING OR NO CUSHION OR PAD. ACCESSIBLE ROUTE SHALL COMPLY WITH SECTION 403. 3 CARPET OR CARPET TILE SHALL HAVE A LEVEL LOOP, TEXTURED LOOP, LEVEL 30" MIN. PARALLEL APPROACH FROM FRONT PUSH 48" 0" CUT PILE, OR LEVEL CUT/UNCUT PILE TEXTURE. THE PILE SHALL BE % INCH (13 403.2 FLOOR SURFACE: FLOOR SURFACES SHALL COMPLY WITH SECTION FROM HINGE SIDE PULL 60" W. mm) MAXIMUM IN HEIGHT. EXPOSED EDGES OF CARPET SHALL BE FASTENED TO FORWARD APPROACH Z 302. THE FLOOR AND SHALL HAVE TRIM ALONG THE ENTIRE LENGTH OF THE EXPOSED 403.E SLOPE: THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE FROM HINGE SIDE PULL 54" 42" FROM HINGE SIDE PUSH 1 42" 22" 3, 4 EDGE. CARPET EDGE TRIM SHALL COMPLY WITH SECTION 303. ANSI SECTION 306: KNEE AND TOE CLEARANCE 0 i STEEPER THAN 1:20. THE CROSS SLOPE OF A WALKING SURFACE SHALL NOT 302.3 OPENINGS: OPENINGS IN FLOOR SURFACES SHALL BE OF A SIZE THAT 306.1 GENERAL: WHERE SPACE BENEATH AN ELEMENT IS INCLUDED AS PARTLo I BE STEEPER THAN 1:48. FROM LATCH SIDE PULL 48" 2 24" DOES NOT PERMIT THE PASSAGE OF A 1/2 INCH (13 mm) DIAMETER SPHERE, OF CLEAR FLOOR SPACE AT AN ELEMENT, CLARENCE AT AN ELEMENT, OR A 403.4 CHANGES IN LEVEL: CHANGES IN LEVEL SHALL COMPLY WITH SECTION FROM LATCH SIDE PUSH 42" 2 24" EXCEPT AS ALLOWED IN SECTIONS 407.4.3, 408.4.3, 409.4.3, 410.4, AND 805.10. TURNING SPACE, THE SPACE SHALL COMPLY WITH SECTION 306. ADDITIONAL 303. ELONGATED OPENINGS SHALL BE PLACED SO THAT THE LONG DIMENSION IS SPACE SHALL NOT BE PROHIBITED BENEATH AN ELEMENT, BUT SHALL NOT BE 1. ADD 6" IF CLOSER & LATCH PROVIDED PERPENDICULAR TO THE PREDOMINATE DIRECTION OF TRAVEL. CONSIDERED AS PART OF THE CLEAR FLOOR SPACE OR TURNING SPACE. 403.5 CLEAR WIDTH: THE CLEAR WIDTH OF AN ACCESSIBLE ROUTE SHALL BE 2. ADD 6" IF CLOSER PROVIDED 307.5 REQUIRED CLEAR WIDTH: PROTRUDING OBJECTS SHALL NOT REDUCE 36 INCHES (915 mm) MINIMUM. 3. ADD 12" BEYOND LATCH IF CLOSER &LATCH PROVIDED ANSI SECTION 303: CHANGES IN LEVEL 306.2 TOE CLEARENCE: THE CLEAR WIDTH REQUIRED FOR ACCESSIBLE ROUTES. 4. BEYOND HINGE SIDE 306.2.1 GENERAL: WHERE SPACE BENEATH AN ELEMENT BETWEEN THE 24" MAX 48" MIN. 24" MAX. 303.1 GENERAL: CHANGES IN LEVEL FLOOR SURFACES SHALL COMPLY WITH SECTION 303. FLOOR AND 9 INCHES (230 mm) ABOVE THE FLOOR SHALL BE CONSIDERED ANSI SECTION 308: REACH RANGES 404.2.3.E SLIDING AND FOLDING DOORS: SLIDING DOORS AND FOLDING TOE CLEARANCE AND SHALL COMPLY WITH SECTION 306.2. DOORS SHALL HAVE MANEUVERING CLEARANCES COMPLYING WITH TABLE 303.2 VERTICAL: CHANGES IN LEVEL OF 1/4 INCH (6.4 mm) MAXIMUM IN HEIGHT 308.2.1 UNOBSTRUCTED: WHERE A FORWARD REACH IS UNOBSTRUCTED, THE z z z z g g 404.2.3.3. SHALL BE PERMITTED TO BE VERTICAL. 306.2.2 MAXIMUM DEPTH: TOE CLEARANCE SHALL BE PERMITTED TO EXTEND HIGH FORWARD REACH SHALL BE 48 INCHES 1220 MM MAXIMUM AND THE LOW ( ) - o i� io 404.2.3.4 DOORWAYS WITHOUT DOORS: DOORWAYS WITHOUT DOORS THAT 25 INCHES (635 mm) MAXIMUM UNDER AN ELEMENT. FORWARD REACH SHALL BE 15 INCHES (380 MM) MINIMUM ABOVE THE FLOOR. ° °' " " ARE LESS THAN 36 INCHES (915 mm) IN WIDTH SHALL HAVE MANEUVERING 303.3 BEVELED: CHANGES IN LEVEL GREATER THAN 1/4 INCH (6.4 mm) IN HEIGHT AND NOT MORE THAN 1/2 INCH (13 mm) MAXIMUM IN HEIGHT SHALL BE BEVELED 306.2.3 MINIMUM DEPTH: WHERE TOE CLEARANCE IS REQUIRED AT AN CLEARANCES COMPLYING WITH TABLE 404.2.3.4. WITH A SLOPE NOT STEEPER THAN 1:2. ELEMENT AS PART OF A CLEAR FLOOR SPACE COMPLYING WITH SECTION 305, THE TOE CLEARANCE SHALL EXTEND 17 INCHES (430 mm) MINIMUM BENEATH EXCEPTION: THE CLEAR WIDTH SHALL BE PERMITTED TO BE REDUCED TO 32 MANEUVERING CLEARANCES FOR DOORWAYS WITHOUT DOORS 303.4 RAMPS: CHANGES IN LEVEL GREATER THAN 1/2 INCH (13 mm) IN HEIGHT THE ELEMENT. INCHES (815 mm) MINIMUM FOR A LENGTH OF 24 INCHES (610 mm) MAXIMUM APPROACH DIRECTION PERPENDICULAR TO DOORWAY SHALL BE RAMPED AND SHALL COMPLY WITH SECTION 405 OR 406. 306.2.4 ADDITIONAL CLEARANCE: SPACE EXTENDING GREATER THAN 6 PROVIDED THE REDUCED WIDTH SEGMENTS ARE SEPARATED BY SEGMENTS ANSI SECTION 304: TURNING SPACE INCHES (150 mm) BEYOND THE AVAILABLE KNEE CLEARANCE AT 9 INCHES (230 THAT ARE 48 INCHES (1220 mm) MINIMUM IN LENGTH AND 36 INCHES (915 mm) MINIMUM IN WIDTH. mm) ABOVE THE FLOOR SHALL NOT BE CONSIDERED TOE CLEARANCE. to z v FROM FRONT 48" FROM SIDE 42" 304.1 GENERAL: A TURNING SPACE SHALL COMPLY WITH SECTION 304 306.2.5 WIDTH: TOE CLEARANCE SHALL BE 30 INCHES (760 mm) MINIMUM IN WIDTH. � r � 308.2.2 OBSTRUCTED HIGH REACH: WHERE A HIGH FORWARD REACH IS OVER AN OBSTRUCTION, THE CLEAR FLOOR SPACE COMPLYING WITH SECTION 305 SHALL EXTEND BENEATH THE ELEMENT FOR A DISTANCE NOT LESS THAN THE 304.2 FLOOR SURFACE: FLOOR SURFACE OF A TURNING SPACE SHALL COMPLY WITH SECTION 302. CHANGES IN LEVEL ARE NOT PERMITTED WITHIN THE TURNING SPACE. z z m z g iv 2 REQUIRED REACH DEPTH OVER THE OBSTRUCTION. THE HIGH FORWARD REACH o SHALL BE 48 INCHES (1220 MM) MAXIMUM ABOVE THE FLOOR WHERE THE REACH 0 EXCEPTION: SLOPES NOT STEEPER THAN 1:48 SHALL BE PERMITTED _--j DEPTH IS 20 INCHES (510 MM) MAXIMUM. WHERE THE REACH DEPTH EXCEEDS 20 INCHES MM), THE HIGH FORWARD REACH SHALL BE 44 INCHES MM) Mn A 304.3 SIZE: TURNING SPACES SHALL COMPLY WITH SECTION 304.3.1 OR 304.3.2 6"AAX. y7"-25; (510 (1120 MAXIMUM ABOVE THE FLOOR, AND THE REACH DEPTH SHALL BE 25 INCHES (635 O MM) MAXIMUM. FRONT APPROACH SIDE APPROACH 304.3.1 CIRCULAR SPACE: THE TURNING SPACE SHALL BE A CIRCULAR SPACE ELEVATION PLAN 20" MAX. >20"-25" MAX. O0 404.2.3.5 RECESSED DOORS: WHERE AN OBSTRUCTION WITHIN 18 INCHES WITH A 60 INCH (1525 mm) MINIMUM DIAMETER. THE TURNING SPACE SHALL BE (455 mm) OF THE LATCH SIDE OF A DOORWAY PROJECTS MORE THAN 8 PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE COMPLYING WITH SECTION INCHES 205 mm) BEYOND THE FACE OF THE DOOR, MEASURED 306. 306.3 KNEE CLEARENCE: 42" MIN. 42" MIN. 36" MIN. 36" MIN. PERPENDICULAR TO THE FACE OF THE DOOR, MANEUVERING CLEARANCES FOR A FORWARD APPROACH SHALL BE PROVIDED. 304.3.2 T-SHAPED SPACE: THE TURNING SPACE SHALL BE A T-SHAPED SPACE 306.3.1 GENERAL: SPACE BENEATH AN ELEMENT BETWEEN 9 INCHES (230 � 4 �4 WITHIN A 60 INCH (1525 mm) MINIMUM SQUARE, WITH ARMS AND BASE 36 INCHES (915 mm) MINIMUM IN WIDTH. EACH ARM OF THE T SHALL BE CLEAR OF mm) AND 27 INCHES (685 mm) ABOVE THE FLOOR SHALL BE CONSIDERED KNEE CLEARANCE AND SHALL COMPLY WITH SECTION 306.3. :2 v - 403.5.1 CLEAR WIDTH AT 180 DEGREE TURN: WHERE AN ACCESSIBLE ROUTE 404.2.4 THRESHOLDS: IF PROVIDED, THRESHOLDS AT DOORWAYS SHALL BE 1/2 INCH (13 mm) MAXIMUM IN HEIGHT. RAISED THRESHOLDS AND CHANGES IN OBSTRUCTIONS 12 INCHES (305 mm) MINIMUM IN EACH DIRECTION, AND THE BASE MAKES A 180 DEGREE TURN AROUND AN OBJECT THAT IS LESS THAN 48 LEVEL AT DOORWAYS SHALL COMPLY WITH SECTION 302 AND 303. SHALL BE CLEAR OF OBSTRUCTIONS 24 INCHES (610 mm) MINIMUM. THE TURNING 306.3.2 MAXIMUM DEPTH: KNEE CLEARANCE SHALL BE PERMITTED TO INCHES (1220 mm) IN WIDTH, CLEAR WIDTHS SHALL BE 42 INCHES (1065 mm) SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE EXTEND 25 INCHES (635 mm) MAXIMUM UNDER AN ELEMENT AT 9 INCHES (230 (A) (B) MINIMUM APPROACHING THE TURN, 48 INCHES (1220 mm) MINIMUM DURING EXCEPTION: AN EXISTING OR ALTERED THRESHOLD SHALL BE PERMITTED TO BE COMPLYING WITH SECTION 306 ONLY AT THE END OF EITHER BASE OR ONE ARM. mm) ABOVE THE FLOOR. THE TURN, AND 42 INCHES (1065 mm) MINIMUM LEAVING THE TURN. 3/4 INCH (19 MM) MAXIMUM IN HEIGHT PROVIDED THAT THE THRESHOLD HAS A 308.3.1 UNOBSTRUCTED: WHERE A CLEAR FLOOR SPACE COMPLYING WITH BEVELED EDGE ON EACH SIDE WITH A MAXIMUM SLOPE OF 1:2 FOR THE HEIGHT 60" MIN 60" MIN. 306.3.E MINIMUM DEPTH: WHERE KNEE CLEARANCE IS REQUIRED BENEATH SECTION 305 ALLOWS A PARALLEL APPROACH TO AN ELEMENT AND THE EDGE EXCEPTION: SECTION 403.5.1 SHALL NOT APPLY WHERE THE CLEAR WIDTH EXCEEDING 1/4 INCH (6.4 MM). AN ELEMNET AS PART OF A CLEAR FLOOR SPACE COMPLYING WITH SECTION OF THE CLEAR FLOOR SPACE IS 10 INCHES (255 mm) MAXIMUM FROM THE DURING THE TURN IS 60 INCHES (1525 mm) MINIMUM. 404.2.5 TWO DOORS IN SERIS: DISTANCE BETWEEN TWO HINGED OR PIVOTED ___ 1 \ z z 305, THE KNEE CLEARANCE SHALL BE 11 INCHES (280 mm) MINIMUM IN DEPTH AT 9 INCHES 230 mm ABOVE THE FLOOR ,AND 8 INCHES 205 mm MINIMUM IN ( ) ( ) DEPTH AT 27 INCHES (685 mm) ABOVE THE FLOOR. ELEMENT, THE HIGH SIDE REACH SHALL BE 48 INCHES (1220 mm) MAXIMUM AND THE LOW SIDE REACH SHALL BE 15 INCHES (380 mm) MINIMUM ABOVE THE FLOOR. 403.5.2 PASSING SPACE: AN AC ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN 60 INCHES (1525 mm) SHALL PROVIDE PASSING SPACES AT306.3.4 DOORS IN A SERIES SHALL BE 48 INCHES (1220 mm) MINIMUM PLUS THE WIDTH OF ANY DOOR SWINGING INTO THE SPACE. THE SPACE BETWEEN THE DOORS SHALL PROVIDE A TURNING SPACE COMPLYING WITH SECTION 304. d ti CLEARANCE REDUCTION: BETWEEN 9 INCHES (230 mm) AND 27 INTERVALS OF 200 FEET (61 m) MAXIMUM. PASSING SPACES SHALL BE EITHER---- o co INCHES (685 mm) ABOVE THE FLOOR, THE KNEE CLEARANCE SHALL BE A 60 INCH (1525 mm) MINIMUM BY 60 INCH (1525 mm) MINIMUM SPACE, OR AN i a PERMITTED TO BE REDUCED AT A RATE OF 1 INCH (25 mm) IN DEPTH FOR INTERESTING OF TWO WALKING SURFACES THAT PROVIDE A T SHAPE EACH 6 INCHES (150 mm) IN HEIGHT. TURNING SPACE COMPLYING WITH SECTION 304.3.2, PROVIDED THE BASE AND ARMS OF THE T SHAPED SPACE EXTEND 48 INCHES (1220 mm) MINIMUM CIRCULAR TURNING SPACE 12" 36" MIN. 12" 306.3.5 WIDTH: KNEE CLEARANCE SHALL BE 30 INCHES (760 mm) MINIMUM IN z v BEYOND THE INTERSECTION. __-- -------- '- -' WIDTH. MO. MIN. 403.6 HANDRAILS: WHERE HANDRAILS ARE REQUIRED AT THE SIDE OF A i T-SHAPED TURNING SPACE 10 CORRIDOR THEY SHALL COMPLY WITH SECTION 505.4 THROUGH 505.9. 60" MIN. z 8" MIN. �"°Y 60" MIN. 't 304.4 DOOR SWING: UNLESS OTHERWISE SPECIFIED, DOORS SHALL BE PERMITTED TO SWING INTO TURNING SPACES. � -- z 308.3.2 OBSTRUCTED HIGH REACH: WHERE A CLEAR FLOOR SPACE COMPLYING WITH SECTION 305 ALLOWS A PARALLEL APPROACH TO AN ELEMENT AND THE HIGH SIDE REACH IS OVER AN OBSTRUCTION, THE HEIGHT ANSI SECTION 404: DOORS AND DOORWAYS i eo Q _ ~ ------ o OF THE OBSTRUCTION SHALL BE 34 INCHES (865 MM) MAXIMUM ABOVE THE 404.1 GENERAL: DOORS AND DOORWAYS THAT ARE A PART OF AN - ANSI SECTION 305: CLEAR FLOOR SPACE L------_}___� FLOOR AND THE DEPTH OF THE OBSTRUCTION SHALL BE 24 INCHES (610 MM) ACCESSIBLE ROUTE SHALL COMPLY WITH SECTION 404. N - 2�5" MAx. rn MAXIMUM. THE HIGH SIDE REACH SHALL BE 48 INCHES (1220 MM) MAXIMUM 0 305.1 GENERAL: A CLEAR FLOOR SPACE SHALL COMPLY WITH SECTION 305. 1V. ABOVE THE FLOOR FOR A REACH DEPTH OF 10 INCHES (255 MM) MAXIMUM. 404.1 GENERAL: DOORS AND DOORWAYS THAT AREA PART OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH SECTION 404. -O 0 0 WHERE THE REACH DEPTH EXCEEDS 10 INCHES (255 MM), THE HIGH SIDE (C) 305.2 FLOOR SURFACES: FLOOR SURFACES OF A CLEAR FLOOR SPACE REACH SHALL BE 46 INCHES (1170 MM) MAXIMUM ABOVE THE FLOOR FOR A (B) COMPLY WITH SECTION 302. CHANGES IN LEVEL ARE NOT PERMITTED WITHIN ELEVATION PLAN REACH DEPTH OF 24 INCHES (610 MM) MAXIMUM. 404.2 MANUAL DOORS: MANUAL DOORS AND DOORWAYS, AND MANUAL MIN. THE CLEAR FLOOR SPACE. GATES, INCLUDING TICKET GATES, SHALL COMPLY WITH SECTION 404. ,160" 305.E SIZE: THE CLEAR FLOOR SPACE SHALL BE 48 INCHES (1220 mm) EXCEPTION: DOORS, DOORWAYS, AND GATES DESIGNED TO BE OPERATED ONLY Z , MINIMUM IN LENGTH AND 30 INCHES (760 mm) MINIMUM IN WIDTH. BY SECURITY PERSONAL SHALL NOT BE REQUIRED TO COMPLY WITH SECTIONS 404.2.6,404.2.7, AND 404.2.8. ANSI SECTION 307: PROTECTING OBJECTS o / a °° � 404.2.1 DOUBLE LEAF DOORS AND GATES: AT LEAST ON OF THE ACTIVE , 307.1 GENERAL: PROTRUDING OBJECTS ON CIRCULATION PATHS SHALL � � LEAVES OF THE DOORWAYS WITH TWO LEAVES SHALL COMPLY WITH , COMPLY WITH SECTION 307. SECTIONS 404.2.2 AND 404.2.3. z (A)- 0 307.2 PROTRUSION LIMITS: OBJECTS WITH LEADING EDGES MORE THAN 27 404.2.2 CLEAR WIDTH: DOORWAYS SHALL HAVE A CLEAR OPENING WIDTH OF J INCHES (685 mm) AND NOT MORE THAN 80 INCHES (2030 mm) ABOVE THE (A) 10" MAX. (B)tl-24" 32 INCHES (815 mm) MINIMUM. CLEAR OPENING WIDTH OF DOORWAYS WITH FLOOR SHALL PROTRUDE 4 INCHES 100 mm) MAXIMUM HORIZONTALLY INTO AX. SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF DOOR AND THE CIRCULATION PATH. STOP, WITH THE DOOR OPEN 90 DEGREES. OPENINGS MORE THAN 24 INCHES 305.4 KNEE AND TOE CLEARNECE: UNLESS OTHERWISE SPECIFIED, CLEAR ANSI SECTION 309: OPERABLE PARTS (610 mm) IN DEPTH AT DOORS AND DOORWAYS WITHOUT DOORS SHALL 404.2.3.6 DOOR HARDWARE: HANDLES, PULLS, LATCHES, LOCKS AND OTHER FLOOR SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE EXCEPTION: HANDRAILS SHALL BE PERMITTED TO PROTRUDE 4 1/2 INCHES (115 PROVIDE A CLEAR OPENING WIDTH OF 36 INCHES (915 mm) MINIMUM. THERE OPERABLE PARTS ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS COMPLYING WITH SECTION 306. mm) MAXIMUM. SHALL BE NO PROJECTIONS INTO THE CLEAR OPENING WIDTH LOWER THAN EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, 4" MAX. 309.1 GENERAL: OPERABLE PARTS REQUIRED TO BE ACCESSIBLE SHALL 34 INCHES (865 mm) ABOVE THE FLOOR. PROJECTIONS INTO THE CLEAR PINCHING, OR TWISTING OF THE WRIST TO OPERATE. OPERABLE PART SO 305.5 POSITION: UNLESS OTHERWISE SPECIFIED, THE CLEAR FLOOR SPACE SHALL BE POSITIONED FOR EITHER FORWARD OR PARALLEL APPROACH TO COMPLY WITH SECTION 309. 309.2 CLEAR FLOOR SPACE: A CLEAR FLOOR SPACE COMPLYING WITH OPENING WIDTH BETWEEN 34 INCHES 865 mm AND 80 INCHES 2030 mm ( ) ( ) ABOVE THE FLOOR SHALL NOT EXCEED 4 INCHES (100 mm). SUCH HARDWARE SHALL E 34 INCHES (865 mm) MAXIMUM AND 48 INCHES (1220 mm) MAXIMUM ABOVE THE FLOOR. WHERE SLIDING DOORS ARE IN THE AN ELEMENT. SECTION 305 SHALL BE PROVIDED. EXCEPTIONS: FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES. z 309.3 HEIGHT: OPERABLE PARTS SHALL BE PLACED WITHIN ONE OR MORE OF THE REACH RANGES SPECIFIED IN SECTION 308. 1. DOOR CLOSER AND DOORSTOPS SHALL BE PERMITTED TO BE 78 INCHES (1980 mm) MINIMUM ABOVE THE FLOOR. EXCEPTION: LOCKS USED ONLY FOR SECURITY PURPOSED AND NOT USED FOR NORMAL OPERATION SHALL NOT BE REQUIRED TO COMPLY WITH SECTION Z ^ ^ oco 309.4 OPERATION: OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND 2. IN ALTERATIONS, A PROJECTION OF 5/8 INCH (16 mm) MAXIMUM INTO 404.2.6. (C) PUSH SIDE, DOOR O4 v J 0 AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE THE REQUIRED CLEAR OPENING WIDTH SHALL BE PERMITTED FOR THE PROVIDED WITH 48" MIN co N WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5.0 LATCH SIDE STOP. (B) PUSH SIDE BOTH CLOSER AND LATCH i POUNDS (22.2 N) MAXIMUM. 30" MIN PARALLEL i� n EXCEPTION: GAS PUMP NOZZLES SHALL NOT BE REQUIRED TO PROVIDED i n i . jj C�(/N CV�/V� FORWARD OPERABLE PARTS THAT HAVE AN ACTIVATING FORCE OF 5.0 POUNDS (22.2 N) 32" MIN. 32" MIN. i i � 12" MIN. 305.6 APPROACH: ONE FULL, UNOBSTRUCTED SIDE OF THE CLEAR FLOOR 307.E POST -MOUNTED OBJECTS: OBJECTS ON POTS OR PYLONS SHALL BE MAXIMUM. ANSI SECTION 401: ACCESSIBLE ROUTES O �/ co i to° A L----------- SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE OR ADJOIN PERMITTED TO OVERHANG 4 INCHES mm) MAXIMUM WHERE MORE THAN SLIDING DOOR � (100 ANOTHER CLEAR FLOOR SPACE. 27 INCHES (685 MM) AND NOT MORE THAN 80 INCHES (2030 mm) ABOVE THE 401.1 SCOPE: ACCESSIBLE ROUTES REQUIRED BY THE SCOPING PROVISIONS FLOOR. OBJECTS ON MULTIPLE POSTS OR PYLONS WHERE THE CLEAR ADOPTED BY THE ADMINISTRATIVE AUTHORITY SHALL COMPLY WITH 305.7 ALCOVES: IF A CLEAR FLOOR SPACE IS IN AN ALCOVE OR OTHERWISE DISTANCE BETWEEN THE POSTS OR PYLONS GREATER THAN 12 INCHES APPLICAPLE PROVISIONS OF CHAPTER 4. HINGED DOOR CONFINED ON ALL PARTS OF THREE SIDES, ADDITIONAL MANEUVERING (305 mm) SHALL HAVE THE LOWEST EDGE OF SOME OBJECT EITHER 27 INCHES S 36" MIN CLEARANCES COMPLYING WITH SECTIONS 305.7.1, AND 305.7.2 SHALL BE PROVIDED, AS APPLICABLE. (685 mm) MAXIMUM OR 80 INCHES (2030 mm) MINIMUM ABOVE THE FLOOR. EXCEPTION: SLOPPING PORTIONS OF THE HANDRAILS BETWEEN THE TOP AND ANSI SECTION 402: ACCESSIBLE ROUTES 402.1 GENERAL: ACCESSIBLE ROUTES SHALL COMPLY WITH SECTION 402 32" MI 1 1 c� i 1y� C/ 305.7.1 PARALLEL APPROACH: WHERE THE CLEAR FLOOR SPACE IS BOTTOM RISER OF STAIRS AND ABOVE THE RAMP RUN SHALL NOT BE REQUIRED z POSITIONED FOR A PARALLEL APPROACH, THE ALCOVE SHALL BE 60 INCHES TO COMPLY WITH THE SECTION 307.3. (1525 mm) MINIMUM IN WIDTH WHERE THE DEPTH EXCEED 15 INCHES (380 mm). 307.4 VERTICAL CLEARANCE: VERTICAL CLEARANCE SHALL BE 80 INCHES 402.2 COMPONETS: ACCESSIBLE ROUTES SHALL CONSIST OF ONE OR MORE FOLDING DOOR DOORWAYS WITHOUT DOORS 18"MIN. . So 305.7.2 FORWARD APPROACH: WHERE THE CLEAR FLOOR SPACE IS ( 2030 mm MINIMUM. RAILS OR OTHER BARRIERS SHALL BE PROVIDED WHERE ) OF THE FOLLOWING COMPONENTS: WALKING SURFACES WITH A SLOPE NOT STEPPER THAN 1:20, DOORS AND DOORWAYS, RAMPS, CURB RAMPS ', POSITIONED FOR A FORWARD APPROACH, THE ALCOVE SHALL BE 36 INCHES THE VERTICAL CLEARANCE IS LESS THAN 80 INCHES (2030 mm). THE LEADING EXCLUDING THE FLARED SIDES, ELEVATORS, AND PLATFORM LIFTS. ALL ILLS J (915 mm) MINIMUM IN WIDTH WHERE THE DEPTH EXCEED 24 INCHES (610 mm). EDGE OF SUCH RAILS OR BARRIER SHALL BE LOCATED 27 INCHES (685 mm)MAXIMUM COMPONENTS OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH THE ABOVE THE FLOOR. APPLICABLE PORTIONS OF THIS STANDARD. (A) PULL SIDE 1 7 �7 ANSI NOTES # DATE ISSUED WITH: CHANGE DESCRIPTION GREEN CLEAN AUTO WASH 3290 WORTH CROSSING CHARLOTTESVILLE, VA 22911 Green4glean, AL"~A��MmM sBA S T U D I O S ARCHITECTURAL DESIGN 614.562.7761 WWW.SBA-STUDIOS.COM ��_ P L T H ` ` Q)� T� Qq ITEC� SCoAKER, LICENSE #18940 TION DATE 04/30/2022 SCALE: VARIES SHEET # / DESCRIPTION ANSI NOTES A7-1 DATE: 04.06.2021 DESIGN REVIEW SBA STUDIOS PROJECT # 2020-509