Loading...
HomeMy WebLinkAboutARB202100026 Plan - Approved 2021-06-10Mj u °Ff SBA STUDIOS PROJECT #: 2020-509 hristopherTaggart. Digital Signature ARB Approved Plan June 2. 2021 fif{�{i 1'�j t•GREEN CLEAN AUTO WASH 3290 WORTH CROSSING, CHARLOTTESVILLE, VA 22911 LOCATION MAP GENERAL LEGEND LIFE SAFETY PLAN Laurel Hill Baptist Church n e' ;" r IIIIII—III EARTH ELEVATION MARKER ws 649 o 4`m m III III II A1- � Airport Road Auto Q OQuick Ship Cabinets Center Tire Pros Cabinet store ©Sentara Martha Jefferson NOA+'Nao the .'qqd CONCRETE 1 Al SECTION CUT V V Outpatient Care Center... 9 Wells Fargo Bank © ( X ) COLUMN LINE @180 aQ GRAVEL 13'-2" TRAVEL DISTANCE 80'-11" TRAVEL DISTANCE — Staybridge Suites © © Walyreens Q Charlottesville Airport 2 Wilson School A1- DETAIL MARKER 172 CVSQ Maple Grove >_ > ,y BREAK LINE a --�--- - -- -- D _ � _ _ �- -- -- -T-- -,-- The UPS Store Christian Church Q � .� � CONCRETEBLOCK PO _. _ 1FE av" Bojangles © WALL TYPE 360 Bonefish Grill10 Food IJOn Target Q ® �� BRICK Q REVISION TRIANGLE Sakura PROJECT winmoor 0 WOOD - ROUGH FRAMING -t-i LOCATION DCODED NOTE ------------------------------------------------------------------------------------------------- -----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------I-------------------- -----------------J• ---------------------------------,- McDonald 's'© ©Timberwood ` I II r eeter © ,� WOOD FINISHED W1 WINDOW TYPE PetSmart Q Dairy Queen Grill 8 Chill ^, a ant RIGID INSULATION X ELEVATION HEIGHT ---- L - - - - - - _'- /' EL - X 'o Sri O ------------PLYWOOD ' O J �__ • ` 1 t -', L__- --- - --- -___ L--- - --- - --- ----- __ Forest Lakes 0 f.'-- GYPSUM WALL BOARD Holly Memorial Gardens © era s STEEL �y ry 0 f �-wo n' 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 Al17.1-2009 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 f- POSTED OCCUPANCY SIGN �OOO 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(Ulean, �BA S T U D I O S ARCHITECTURAL DESIGN b14_Sb2J7b1 WWW.SBA-STUDIOS_COM ��o��� p L T H pF `/Pc o _ Lic %o. 1 U �n gRCHITE�� SCOTT D. BAKER, LICENSE #18940 EXPIRATION DATE 04/30/2022 SCALE: VARIES SHEET # /DESCRIPTION COVER SHEET AO-0 DATE: 04.22.2021 CONSTRUCTION DOCUMENTS SBA STUDIOS PROJECT # 2020-509 -8 " I _I 1-4 II 1 E N (-I'-4") - cp SIM.- `� s-3 ➢L W�2-O-► F 20' -0" (S'4 WF2=O W�2-O K (4-4") L S-4 , 124 ' -0 " 122'-8" '-o Il o-o C B s-2 s-2 WF2-c (4-4") (-I -4 ) S-2 v F 4 " SLAB (3 , 50Gps i) p CY 9SNWITH W.W.F. ITYP) v S-4 �............ 6,-0,! I W W2-® I W WF2-0 1IL (-I'-4") 12 -O MAX. SLOPES SLOPE CONCRETE PIT - CONCRETE PIT- S-3 ul.1.. ...�.... ......... ......... ......... ......... .._f..... .......... E 4" SLAB (5,5GLpsi) SLOPES MAX. W� WITH W.W.F. (TYP) B.1 FOUNDATION PLAN SCALE: 3/16" = 1'-0" -8" Ic'-4" W4LL HUNG CANOPY TOP WALL (+ 10 ' -O " ) J AT T HATCH PATTER C B -O 0 -O -O' AT�TH�SWHATGHLL +PATTERN S S-4 S-2 S-2 AT T�U BATCH PATTERN EL [+14'-8 3/8"] (EKE HIS N 3' (TYP. U.O.N.) BECK BR6. EL M DECK ER&. i L-2i ! L=� f = TYP _ 1I1I1 , 1 1 1 1I 11� :R�.... :�......... D ........., :lu :lu :lu cp SIM. H K tY 4 RD IA- 24 -O' S-4 ;I SNOW L , p 4 L J_ l..-� — 1. I•. ----- -----------..... - ................. :,:.. ------ = - ='-' a I a 1 i I I S-4 : :,i -------r------1...... r 1 1 Y �:'•-::� I 1 f S-4 I' i I I l> w8Xi8! -- ----- .. .. .... -------------1-..........--- - -...................................................................... ......... ....... ...... ....... ...... ....... ...... 1.......1 ...... 1.......1 ... _ I 1 ► 1 1 I I I 1 1 1 1 1 1 1 I W <Y i _S i - TYP I GAL RGtOF JOIST (n I= 52G1O-68 (50 ks 1 , UNPUNGHED) AT 24" MAX. i RD A- ](24' -o ") WITH ADDL . JO 15T5 S N - = =:.::' ------ = .......... �:::.;:-�------1-------�------1:_---�------1-------=------ -------------- ------ --• � - � �..• � E � E E �..• •.,, r I � E a 1-�' •.E 1 I '---------- S-3 _ _ _ 5/5" NO�I. PLYV4= O� —. —. —.�. OSB ROOF SHEATH INS (TYP) WF2-O - ....... 8 4 8 _4 W(F4- , q ..- _ _ 5'-8" 121 '-4" Im o N SLOPE .. i i OL O5- LL �I B.1 SIM. CANOPY ABODE q W 2 = - � S-2 15'-4" 124 ' -0 " 122'-8" S-3 F S-3 S-3 TOP OF WALL (+IS'-O") AT THI5 HATCH PATTERN N i S-3 —.. HUNG — CANOPY I � -I -------------- ------- -------------------- ------............................................................................................. (TYP) - I I — I I I I I i • EL. i i — i A q DEG4 SR5. EL. TOP OF WALL (+ 18 -O ") [ + 14 -O " ] TOP OF WALL (+20 -O ") M B.1 SIM.i f - - DECK BERG AT THI5 HATCH PATTERN AT THI5 HATCH PATTERN $-2 B.1 : s-2 -8 10' -o" _g s-2 -8 ' Io' -o" I -g s-2 B-2 16'-G/" 5'-8" 15'-4" 121 '-4" ROOF FRAMING PLAN SCALE: 3/16" = 1'-0" N PLAN NOTES: I. TOP OF FOOTING ELEVATION IS DENOTED THUS (-X'-X") ON PLAN AND 15 MEASURED WITH RESPECT TO FINISHED FIRST FLOOR REFERENCE ELEVATION (0'-0"). 2. SEE SHEETS 5-2 THRU 5-5 FOR THE SECTIONS AND TYPICAL DETAILS. SEE SHEET 5-6 FOR ADDITIONAL NOTES. 5. SEE THE SITE PLAN FOR ALL EXTERIOR CONCRETE PAVEMENT, WALKS, SLAB JOINTS, ETC. 4. A SLAB K.G.J. MAY BE USED IN LIEU OF A SLAB G.J. 5. COORDINATE SLAB SLOPE AT THE GAR WASH BAY WITH THE OWNER. 6. SEE DETAIL ON 5HT. 5-5 FOR TYPICAL STRAP BRIDGING. PROVIDE 'X' BRIDGING AT A MAXIMUM SPACING OF APPROX. 24' O/G. 7. ROOF DIAPHRAGM CONNECTION ZONES ARE AS FOLLOWS: RDIA-I: #I2 5ORE^5 AT 6" O/C AT ALL EDYSES AND INTERIOR SUPPORTS RDIA-2: #I2 5CREI AT 6" O/C AT ALL EDSES 4 12" O/G AT INTERIOR SUPPORTS (Ff;2CV CIE EXCEPT WHERE PDIA- 1 15 NOTED ON PLAN) _ MECH. PLATFORM FRAMINS RECMT5: DECK: 5/4" T. 8 6. PLYVII JOISTS: 60O 5162-43 AT 16" TYP. STUDS: 562 5162 55 AT 16" RzzR JAMB STU) : 562 5 162-45 O-----_-- WALL BASE TRACK: 562 T 125-53 K WALL TOP TRACK: 562 T125-45 (y S-4 HDR..........::HREOX SM HEADERS: (2) 562 S 157-55 WITH (2) 562 T125-55 K TOP OF WALL (+IS'-O") AT THIS HATCH PATTERN zf�RE\/ISEO TOP OF WALL ELE\/ATIONS STEEL BEAM LINTEL SCHEDULE MARK STEEL LINTEL L-I W8x16 (Bf = 5 1/4"), GALV. L-2 W12x55 (Bf = (o 1/2"), 6ALV. L-5 W5x24 (Bf = 6 1/2''), CALV. 20 -� S-4 LINTELS PRE RECGNNENDED TO BE HOT DIP GALVANIZED. / OPEN \ 5 ARE ON SHT. 5-5 LAYOUTd WALL DIMENSIONS MECH. PLATFORM FRAMING PLAN SCALE: 3/16" = 1'-0" GRAPHIC SCALE: 0 f 2' 4' 812' 3/16"=1'-0' U)0 co [L W UI U W v Z~ WN O Q Q cn Q u > J J U o c�=�0 �O� zQ-� O= Lu m z LL Q W g � � z( ?(-)I W Z Z>�j ww W W>w� Q W J��o wJz Q�JQ, aU0�Ow� z Q ii W U� w Wm 00 =00 WJrLn cco V > �V�NIq q� J\ a - �k T. 3 0 r �o z0� os �NOh'WOO ,� • � N Q) O O C) N c� u c� N O � O � 0 � O N � U/ J F- O 11­— co z = J U J Z LLB J o U� U Z W o W I"� N �J M SHEET NO. ` WOOD NAILER- SEE EL = (+ 18 ' -0 ") ARCH. DWGS. (TYP) OR (+20 ' -0 ") �,16" DEEP BOND BEAM SEE PLAN; OUT OF SPECIAL UNITS REINF. WITH (2)-#4 CONT. BOTTOM- SEE ARCH. DWGS. (TYF) FWD DEGK BRG. CONT. I= T 125-54 W/ PAFs TO GMU AT 12" O/C SLOPE ROOF SHEATHING- SEE PLAN (TYF) GL I P AT EACH JO I ST - SEE SECTION M-M k 10" JOISTS AT 24" 0/G- SEE FRI,S. PLAN 7 CONT. L5x3x /4 (LLH) WITH 5/8 " DYNA-BOLTS AT 48" O/G (AT VERT. REINFORCED GELLS) EL. +14'-O" BOND BEAM TOP 8" x8" BOND BEAM-Zle REINF. WITH (2)-#4 GONT. BOTTOM 8" NOM. MASONRY - SEE ARCH. DWGS. REF. EL. CONT. #5 VERTICAL AT 45" O/C (50" MIN. LAPS) AT OPENINGS PROVIDE: LESS THAN 6' CLEAR- SINGLE BAR MORE THAN cl' CLEAR- DEL BARS (I PER CELL) CONT. HORIZ. JOINT REINF. AT 16" 0/G (TYF) #5 DWLS AT 45" O/C, GROUT 8" GMU FDN WALL SOLID (TYF) 1/2" PERFORMED EXF. JOINT MATL. (TYP) 4" SLAB (3,500 psi) WITH 6x6-WI.4xNI.4 W.W.F. SEE PLAN FOR SLAB SLOPES (TYF) 10 MIL. VAPOR r' BARRIER $ 4" MIN. III= POROUS FILL (TYF) EL. =(- 1 '-4") O LCONT. WALL FTC. REINF. 8" -4 WITH (3)-#4 CONT. BOTT. 2'-0" & #4 TRANSVERSE AT 48"O/C (TYPICAL) LOVI END SECTION A SCALE: 3/4" = T-0" S-2 SA^CUT DEFTH: CENTERLINE SLAB JOINT- APPROX . I" DEEP SEE PLAN (F�O NOT GUT INTO W .W . F . ) 1/5" WIDE JOINT WELDED WIRE FABRIC (W.W.F)- SEE PLAN (TYP) 4" SLAB `'-- ' IIIIII= � 10 MIL. VAPOR BARRIER IIIIII NOTE: PRE -GUT N.N.F. IN PLAN THE ALTERNATE WIRES AT JOINT 5AWCUT JOINTS SHALL BE MADE AS SOON AS THE CONCRETE HAS CURED SUCH THAT THE BLADE DOES NOT DISLODGE AGGREGATE AND THE GUT EDGES DO NOT GRUMBLE. DO NOT WAIT MORE THAN A FEW HOURS AFTER CONCRETE HAS 'SET'. SLAB CONTRACTION (SAWCUT) JOINT (DENOTED C.J. ON PLAN) TYPICAL SLAB ON GRADE DETAILS NOTE: SEE SECTIONS A $ C/5-2 FOR DETAILS NOT NOTED. TOP OF MASONRY EL.= (+16'-0") GROUT CELLS SOLID AT THRU BOLTS (TYF) AT SECTION B.I ONLY: SUSPENDED WALL H U NG CANOPY - SEE ARCH. DWGS. HANGER RODS SPACED NO MOZE THAN 5'-4" MAX 3'-4" CANOPY TO BE DESIGNED BY CANOPY SUPPLIER PER THE 'DES IGN GR ITER IA NOTES' ON SHEET 5-6. FRO/IDE SHOP DRAWINGS SIGNED AND SEALED BY A VA. REGISTERED P.E. EL. (+O'-O" FIN. GRADE OR CONC.- SEE SITE PLAN (TYF) CANOPY THRU BOLTED CONNECT IONS BY CANOPY S U PPL I ER .............................................................. DEGK BRG.- SEE PLAN —FILL IN WITH MASONRY (TYF) EL. (+ Na LINTEL- SEE LINTEL SCHEDULE ON SHT. 5-1 WALL (BEYOND) #5 DWLS AT 46" O/C, GROUT 8" GMU FDN WALL SOLID (TYF) 4" SLAB r-- 11/2" TO W.W.F. (TYF) INSULATION-ISEE ARCH. DWGS. (TYF) O • CONT. FOOTING- SEE 8" 1'-4" SECTION A/5-2 LOVV OR WIOW END SECTION B & B.1 SCALE: 3/4" = T-0" CENTERLINE SLAB JOINT PREVIOUS POUR NEW POUR GONT. KEY /� Z KEY FILL WITH SEALANT. THICKEN 0"+/- AT METAL KEY -IIIIII a"1 811 =111111I W.W.F.- STOP NOTE: REMO /E METAL 3" CLEAR EACH KEY MATERIAL AND GOAT SIDE OF JOINT 5/4" VERTICAL SURFACE WITH r OIL OR OTHER BOND BREAK BEFORE PLACING NEW FOUR. 3/16" 1 1/4" 3/16" ENLARGED KEY DETAIL KEYED CONSTRUCTION JOINT (DENOTED K.C.J. ON PLAN) I Cal— CJr rw'7JIyrGT NOTE: SEE SECTION A/5-2 FOR DETAILS NOT NOTED. i NOTE: SEE SECTION TOP OF MASONRY „ C/5-2 FOR DETAILS NOT NOTED. CONT. I= T 125-54 W/ FAFs TO GMU AT 12" 0/0 SLOPE FWD DEGK BRG. FWD DECK BRG. EL. [+14'-8"] CLIP AT EACH JO1ST- EL. [+14'-8 3/8"] BOND BEAM TOF SEE SECTION M-M EL. 8" xO" (+I4'-O") BOND BEAM ........................................ 10 " JO I STS AT 24 " 0/0- BOND BEAM TOP EL. (+ 13 ' -8 " ) REINF. WITH (2)-#4 SEE FR-S. PLAN 5" x5" BOND BEAM GONT. BOTTOM CONT. L5x3x I /4 (LLH) REINF. WITH (2)-#4 R7 WITH 5/8 " DYNA-BOLTS CONT. BOTTOM AT 48" O/G (AT VERT. REINFORCED CELLS) CONT. #5 VERTICAL AT 45" O/C 6' NOM. MASONRI'-,� SEE ARCH. DWGS. 8" NOM. MASONRY - SEE ARCH. DWGS. SIDING- SEE ARCH. DWGS. 4" SLAB REF. EL. (0'-0") m r REF. EL. O CONT. FOOTING- SEE 8,,1'-4" SECTION A/5-2 2'-0" MOW END SECTION C SCALE: 3/4" = T-0" S-2 ALL OR OTHER STRUCTURE HERE NO CRACK CONTROL DINT IS LOCATED AT THE ORNER /111�_#5 x 24" LONG BAR CENTERED IN SLAB, PLACE I"+/- CLEAR FROM CORNER CRACK CONTROL BARS PREVIOUS FOUR 3° FROVIDE KEY FULL WIDTH OF FOOTING 2" CLEAR TO TOP o NEW FOUR FROVIDE 2-#5 X 3'-0" LONG THRU JOINT m w Q d N �UA �o IL IF PROVIDE FOOTING REINF. CONT. -HRU JOINT TYPICAL WALL FOOTING CONSTRUCTION JOINT DETAIL 16" DEEP BOND BEAM OUT OF SPECIAL UNITS REINF. WITH (2)-#4 CONT. BOTTOM- SEE ARCH. DWGS. (TYF) HALF BLOCK COURSE SLOPE ....... .............. ............. FRAM I NG PER SECT ION C CONT. #5 VERTICAL AT 48" 0/G 4" SLAB CONT. FOOTING- SEE 8" 1'-4" SECTION A/5-2 2'-0" WIOW END SECTION D SCALE: 3/4" = T-0" S-2 ZLREVISED TOP OF WALL CONDITION GRAPHIC SCALE 0 6" f 2' U) 0 co D_ W ( U W v Z~ QWN O< < JU>< O =0) OZ cU Q O=m LL Jz a W g r- LLJ zLn Z L J W Z Z >cn wQ W W>w� a W W _j E WJz aZJQ �ow� aU z Q W U� w U) U) Ln WJc~n �nw _1V N Q O O C) c� u c� O N � O \ O U♦ LLj J U) w F_ O O Lu H m _ U o a Z O U W �5 cf) J U) U o a U � Z W o W 3: M SHEET NO. 4' S�2 NOT TO SCALE NOT TO SCALE 3/4"=l'-0" NOTE: SEE SECTION A/5-2 FOR DETAILS NOT NOTED. TOP OF MASONRY EL.= (+16'-0") FWD DECK BRG. EL. [+14'-8 1 BOND BEAM TOP EL. (+14'-011) 8" x5" BOND BEAM---' REINF. WITH (2)-#4 CONT. BOTTOM CANT I LEVERED WALL HUNG CANOPY - SEE ARCH. M^65 .—\ GANOPY THRU BOLTED CONNEGTIONS BY GANOFY SUPPLIER CANOPY TO BE DESIGNED BY CANOPY SUPPLIER PER THE 'DESIGN CRITERIA NOTES' ON SHEET S-6. PROVIDE SHOP DRAWINGS SIGNED AND SEALED BY A VA. REGISTERED P.E. EXTERIOR GONG.- - SEE SITE PLAN REF. EL. (O'-O" WOOD NAILER- SEE ARCH. DWGS. (TYP) 16" DEEP BOND BEAM OUT OF SPECIAL UNITS REINF. WITH (2)-#4 CONT. BOTTOM- SEE ARCH. DWGS. (TYP) [CfNT. I� T125-54 PAFs TO CMU AT 12" O/C SLOPE 0" JOISTS- SEE FRNY PLAN CL I P AT EACH JO I ST - SEE SECTION M. M L5x3x 1 /4 PER A/5-2 #5 VERTICAL AT 48" O/C (TYP) Al2 LINTEL- SEE LINTEL SCHEDULE ON SHT. 5-1 -FILL IN WITH MASONRY FRAMING FOR CANOPY BRACING ® 3/6" x 3" FULL DEPTH STIFF FL AT 6-0" 0/0- SEE FRM6 PLAN © KICKER 562 5200-68 AT 6-0" o/c FIELD WELDED TO STIFF PLATE AT LOW END. CONNECTED WITH (4)-#12s TO JOIST AT HIGH END. FIELD WELD OF STIFF FLATS AND AT LOW END OF KICKER TO BE ALL AROUND. WALL (BEYOND) TURN DOWN SLAB AND REINF. WITH #4 TOP $ BOTT. #3 BENT BARS AT 18" O/C (24" HORIZ. LEG) 4" SLAB (5,500 psi) WITH 6x6-WI.4xAI.4 W.W.F. SEE PLAN FOR SLAB SLOPES _/— Po INSULATION- SEE TOP OF FTC;,. ARCH. DWGS. (TYP) O ' . CONT. WALL FTG. REINF. 8" I' -4" WITH (3)-#4 CONT. SOTT. 2'-0„ S #4 TRANSVERSE AT 48"0/C (TYPICAL) HIGH END SECTION E SCALE: 3/4" = T-0" S 4" SLAB ACCESS COVER x- x--- 5< au #4 HOOKED DOWELS z AT 24" O/C, 1V' LEGS 0 6" GONG. WALL WITH T CENTER VERT. #4 @ 12" O/C CONT. #4@ 24'' ON CEN BARS IN WALL HORIZ. AND VERTICAL TYPICAL - Q 1/2" x 3/4" BENTON ITE WATERSTOF OR OTHER AFPROVED 1�10I5TURE =III ACT IVATED WATERSTOF (TYF) 15" LEG (TYP) c0 - m 6" III=III=III= #4 @ 12" O.G. EA. WAY (TYPICAL) TYPICAL CONCRETE PIT DETAIL NOT TO SCALE NOTE: SEE SECTION A/5-2 FOR DETAILS NOT NOTED. GROUT WALL SOLID�- FROM EL. (+13'-4") TO (+15-4") DECK BF-G. EL. (+13'-411) 5" x5" BOND BEAM REINF. WITH (2)-#4 CONT. BOTTOM TOP OF MASONRY NOTE: SEE SECTION F/5-3 FOR DETAILS NOT NOTED. JO 1ST BR I DG I N6- SEE PLAN AND TYPICAL DETAILS GROUT WALL SOLID 10 JOISTS AT 24 O/C- FROM EL. (+13'-4") FSEE FRM6. PLAN . TO (+15-4") L.......................... L .......... JOIST NEXT TO WALL WITH 5/8" DYNA-BOLTS AT 45" O/C (AT VERT. REINFORCED CELLS) AND FAFs AT 16 " O/C CONT. #5 VERTICAL AT 45" O/C (30" MIN. LAPS) AT OFENIN65 FROVIDE: 8" NOM. MASONRY- LESS THAN 6' CLEAR- SINGLE BAR SEE ARCH. DWGS. MORE THAN q' CLEAR- DBL BARS (I PER CELL) CONT. HORIZ. JOINT REINF. AT 16" O/C (TYP) SUSPENDED WALL HUNG CANOPY - SEE ARCH. 1- HANGER ROD- SPACED NO MORE THAN 5'-4" MAX CANOPY TO BE DESIGNED BY CANOPY SUPPLIER PER THE 'DES IGN GR ITER IA NOTES' ON SHEET 5-6. PROVIDE SHOP DRAWINGS SIGNED AND SEALED BY A VA. REGISTERED P.E. TOP OF MASONRY TOP OF MASONRY 0 co EL . _ (+ 10 ' -0 ") NOTE : SEE SECT ON EL. _ (+ a W F/5-3 FOR DETAILS NOT NOTED. ujLn U N ON w N GUT BLOCK COURSE Q Q Q N U > J J = o c�0)< O U Z Q c 3FROMGROUT WALL SOLID JOIST BR ID6 I N6- SEE FRN,* . O = w m z EL. (+15-0") LL a W Q � w CANOPY THRU BOLTED PLAN AND TYPICAL DETAILS _ J TO (+IS'-O") 10 JOISTS- 0 Z CONNECTIONS BY U' Z - CANOPY SUPPLIER BRG EL SEE FRM6 PLAN WOC Z >uj VARIES aw W W>cn w� Lu QEN o Z w J ..........................L... .......................... ---------- — Z J U �O'-''— BOND BEAM (+ 3 -4 ") BOND BEAM TOP • JO I ST NEXT TO WALL a Z H Q EL. (+13'-O") WITH 5/5" DYNA-BOLTS W U � w 8" x8" BOND BEAM a''x8" BOND BEAM AT 48 " O/C (AT VERT . Z � 5 C REINF. WITH (2)-#4 REINF. WITH (2)-#4 RE PAFAT s AT 16 CELLS) AND w � � Ln " O/G a H Ln CONT. BOTTOM CONT. BOTTOM w _ cf) ��n� J GROUT CELLS SOLID V AT THRU BOLTS (TYP) -8" NOM. MASONRY- :EN�� ",k SEE ARCH. DWGS. A� 48'#VERTICAL L O/G(TYPAo �j W • CONT. #5 VERTICAL SIDING- SEE x r-3 0o _ • Z os AT 45" O/C ARCH. DWGS. r>6 t 2 Z. y� FILL IN WITH ��NOW J� 8 NOM. MASONRY- wo� MASONRY (TYP) SEE ARCH. DWGS. STEEL LINTEL- SEE N N LINTEL SCHEDULE N ON SHT. S-I DOOR HEAD EL. - SEE ARCH. DWGS, MASONRY LINTEL- SEE v LINTEL SCHEDULE AND o u a DETAILS ON SHT. 5-5 0 � l c� U c� N N WALL (BEYOND) o WALL (BEYOND) #5 DWLS AT 48" O/C, GROUT 8" (:,MU FDN WALL SOLID (TYP) TURN DOWN SLAB AND REINF. WITH #4 TOP 8 BOTT. #3 BENT BARS AT 15" 0/C #3 BENT BARS AT 15" 0/G (24" HORIZ. LEG) (24 HORIZ. LEG) EXTERIOR GONG.- 4" SLAB (5,500 psi) WITH EXTERIOR GONG.- 4 SLA g EXTERIOR GONG.- 4" SLAB SEE SITE PLAN 6x6-WL4xWl.4 W.W.F. SEE SEE SITE FLAN 1 1/2" TO W.W.F. (TYP) SEE SITE PLAN REF EL (O -O ) PLAN FOR SLAB SLOPES x x x . Tx. x —x x x x Il®R INSULATION- SEE THICKENED SLAB ' • TOP OF FT& . ARCH. DWGS. (TYP) REINF. WITH �� (2)-#4 CONT. -10 O FOOTING (BEYOND) EL. _ (- 1 '-4 ") O IT. FOOTING- SEE ............................. CONT. WALL FTG. REINF. 8" 1'-4" SECTION E/5-3 8" 1'-4" WITH (3)-#4 CONT. SOTT. 2'-0" 2'-0" VERSE AT 48"O%S G(TYPICAL) END NALL END NALL END NALL SECTION F SECTION G SECTION H SCALE: 3/4" = T-0" $-3 SCALE: 3/4" = T-0" S-3 SCALE: 3/4" = T-0" S-3 ** - COORDINATE THE TRENCH DEPTH AND WIDTH WITH THE PLUMBING DRAWINGS AND THE ACTUAL EQUIPMENT SELECTED ACCESS COVER ER� � 2_O x x x d Q d SLOPE BOTTOM Tv d OF TRENCH I/8" PER FT (MIN) �p CLEAR GOVER- (2)-#3 CONT. BOTT SEE "FOUNDATION 6 a so -9 0 No (2)-#3 CONT. TOP NOTES" (TYP) TYP. TRENCH DRAIN DETAIL NOT TO SCALE =FACE JOINTS NO MORE THAN 25'-4" ON CENTER. SET BACKER ROD 3/8 3 / 8 " MIN. FROM OUTSIDE FACE I� MANUFACTURER'S CONTROL CONTROL JOINT ON JOINT INSTALLED PER TRUE VERTICAL PLANE, SUPPLIER'S RECMTS. WITH BACKER ROD AND FLEXIBLE SEALANT EA. SIDE TYP. MASONRY WALL CONTROL JOINT DETA NOT TO SCALE 5" APPROX. 2" GROUT CELL SOL 10 AT EXP. BOLT 5/8" DIA. DYNABOLT' PER RAMSET/REDHEAD (TYP U.O.N.) TYP. EXPANSION BOLT DETAIL NOT TO SCALE REVISED TOP OF MALL OONDIION GRAPHIC SCALE 3/4"=1'-0" 0 6" 1' 2' U♦ L J U) F_ O O a H D _ U o a Z O � U w � � J U) V 0 a U Z F_ W p W 3: CM SHEET NO. 4' S�3 NOTE: SEE SEGT ION A/5-2 FOR DETAILS NOT NOTED. Vy00D NAILER- SEE ARGH. DWGS. (TYP) TOP OF MASONRY 16" DEEP BOND BEAM EL. = (+ 18 -O ) OUT OF SPECIAL UNITS REINF. WITH (2)-#4 GONT. BOTTOM- SEE ARCH. DWGS. (TYP) GUT BLOCK COURSE GROUT WALL SOLID ABOVE EL. (+14'-0") OONT . I= T 125-54 W/ PAFs TO GMU AT 12" O/C SLOPE PWD DECK BRO. EL. +14'-a 3/8" GL IF AT EACH 10 I ST - SEE SEGT ION M-M BOND BEAM TOP -....................................................... 10" JOISTS AT 24" O/G- EL. (+13'-8") SEE FRNY. PLAN a" xa" BOND BEAM REINF. WITH (2)-#4 CONT. L5x3x I /4 (LLH) GONT. BOTTOM WITH 5/0" DYNA-BOLTS AT 4a" O/C (AT VERT. REINFORGED DELLS) TR OLCONT . 6CO T 125-43 W/ PAFs TO GMU 16" O/C FLCCR SHEATHING- SEE PLAN MECHANICAL PLATFORM: 6" JOISTS- SEE PLAN a" NOM. MASONRY - SEE ARCH. DWGS. CONT. HORIZ. JOINT REINF. AT 16" O/C (TYP) SIDING- SEE ARCH. DWGS. CONT. #5 VERTICAL AT 4a" O/G (30" MIN. LAPS) AT OPENINGS PROVIDE: LESS THAN 6' CLEAR- SINGLE BAR EL (+3 -8 ") MORE THAN q' CLEAR- DBL BARS (I PER CELL) #5 DWLS AT 48)" O/C, GROUT a" GMU FDN WALL SOLID (TYP) 1/2" PERFORMED EXP. 777/ JOINT MATL. (TYP) 4" SLAB (5,500 psi) WITH 77/ 6x6-WI.4xNI.4 W.W.F. SEE PLAN FOR SLAB SLOPES (TYP) REF. EL. (O' -O") _ 11/2" TO W.W.F. (TYP) xx u u EL.=(- 1 '-4") O CONT. FOOTING- SEE SECTION A/5-2 HIGH ENS SECTION J SCALE: 3/4" = T-0" S-4 NOTE: SEE SEGT ION J/5-4 FOR DETAILS NOT NOTED. TOP OF MASONRY DECK BRO. EL. VAR I ES BOND BEAM TOP EL. (+13'-4" a" xa" BOND BEAM REINF. WITH (2)-#4 CONT. BOTTOM EL. (+a'-111) JOIST BRIDGING- SEE PLAN AND TYPICAL DETAILS r--10" JOISTS- SEE PLAN L.......................... L ............ JOIST NEXT TO WALL WITH (2) FRO/16 OF PAFs AT 12" O/C CONT. 600 T125-45 W/ PAFS TO GMU 16" O/C �-- FLCCR SHEATH I NG- SEE PLAN MECHANICAL PLATFORM 6" JOISTS- SEE FR1,/S PLAN GONT. HORIZ. JOINT REINF. AT 16" O/C (TYP) - CONT. #5 VERTICAL AT 4a" O/C (50" MIN. LAPS) AT OPENINGS PROVIDE: LESS THAN 6 CLEAR- SINGLE BAR MORE THAN q' GLEAR- DEL BARS (I PER CELL) #5 DWLS AT 4a" O/C x CONT. FOOTING- SEE SECTION A/5-2 INTERIOR SECTION K SCALE: 3/4" = T-0" S-4 U) [L w �n V Uj U N APPROX. 12 -8 Z W T) FSEE ARCH DRAW I NGS FOR I NTER IOR WALL LAYOUT AND D IMENS IONS 0 Q w Q 0 U > J CONT. 600 TI25-45 WITH J O Z PAFs TO GMU 16" O/G (TYP) SGREW 10 I ST D IRECT TO TRACK O 0= w CIO p 3/4" FLOOR SHEATHING pRp/ IDE 16 GA. GL IPS 0= W W °� z ....................................................................................................... LL Q W Q -i 0 0 0 0 0 0 ?�� EL. (+8 ) Z W Z Z >\ n 6 " 10 I STS AT 16 " - 362 T 125 -45 TOP TRACK W L J w SEE FRN-S PLAN O a w W > w� NTER I OR BEAR I N6 WALL: W J Z Q z J w Q a" MASONRY WALL 302 5162-55 STUDS AT I(b O (TYP) (AL I6N W ITH -10 ISTS) U D [-- U Q PRO/ IDE 362 S I62-43 AT JANE35 Q_ ii w U w w TYPICAL MECH. PLATFORM FRAMING SECTION N-N w 2 _00 0' 00 Ln SCALE: 3/4" = T-0" w Q c n/ J JJ V 10" JOISTS AT 24" O/C- onn SEE FRNY. PLAN GL P AT EACH JOIST - SEEEGTIN------------------------ TOP OF CONT PL CONT. PL7xI/4 WITH 1/2" DIA. x a" HEADED EL. (+13 -i ) STUDS AT 4a" O/C N N OUT BLOCK GOURSE� 8)" xa" BOND BEAM N REINF. WITH (2)-#4 0 \ GONT. BOTTOM + Q O O O D o u c� N O � O U) a� 8" GMU INT. BEARING WALL REINF. WITH #5 VERTICAL uJ AT q(bO/C (30 MIN. LAPS). J J_ U) LLJ GONT. HORIZ. JOINT ~ REINF. AT 16" O/C (TYP) O O J Q Lu H z U Z #5 DWLS AT q6" O/C Q Z O 0 Z Lu 4" SLAB SLOPES w Xh IN BOTH DIRECTIONS U� J IN WASH BAY O x xx a xxx x x � Z � O W COONT. FOOTING- SEE 0 8" 1'-4' SECTION A/5-2 ui 2'-O" INTERIOR M SECTION L A REVISED TOF OF wALL V SCALE: 3/4" _ T-0" OONDITION SHEET NO. GRAPHIC SCALE 0 6" P 2' 4' s 4 w GMU WALL- SEE PLAN IL J 11 NOTE: HOR I Z . WALL z - REINF. NOT SHOWNul (� FOR CLARITY (TYP) YI — �Y z ►IIf�BAR DIA. X p EQ EQ . N j Qz iD La CONT. VERT. WALL REINF.- SEE SECTIONS q w N x z = Q Q O �Q z F ILL ALL RE I NFORCED CELLS SOLID WITH GROUT. DELAY ►� APPROX . 5 MINUTES (TO v ALLOW EXCESS WATER TO BE ABSORBED BY THE GMU lL UNITS) AND THEN CONSOL I - z DATE BY MECHANICALLY (� V I BRAT INC.,. -J PROS/ I DE F U L L MORTAR BED Q AT REINFORCED CELLS x MATCH N6 R WELS TOP OF FDN.J O° (M PREV IOU WALL LIFT) TYPICAL "LOW -LIFT" MASONRY WALL CONSTRUCTION DETAIL NOT TO SCALE �� FACE OF MASONRY #10 AT EACH TRACK TO JO 1ST FLANGE ( TYP ) ROOF 10 1 ST GL IF - SEE F SECT ION M-M ® 10" JOISTS AT 24 " O/G a P.A.F. POINT SHOULD PENETRATE STEEL STEEL SUPPORT MEMBER (L5x3 IS SHOWN, STEEL PLATE 15 SIMILAR) SECTION O w 2 N TOP OF FDN.— (OR PREY IOUS WALL LIFT) SECURELY TIE REINF. AT TOP AND BOTTOM OF WALL AND AT INTERVALS NOT EXCEED- ING Iq0 x "D" BETWEEN WALL- SEE PLAN CONT. VERTICAL WALL REINF. (NO SPLICES) - SEE SECTIONS FILL ALL REINFORCED CELLS SOLID WITH GROUT. DELAY APPROX. 5 MINUTES (TO ALLOW EXCESS WATER TO BE ABSORBED BY THE GMU UNITS) AND THEN CONSOLI- DATE BY MEGHAN IGALLY V I BRAT I NO. - PROS/ IDE FULL M�ZTAR BED AT REINFORCED CELLS —PRO,/ IDE GLEAN OUT OPN65 AT REINF. CELLS � REMa E ALL DEBRIS. SEAL $ BRACE (TO RESIST GROUT PRESSURE) PRIOR TO 6ROUTIN6 BUT AFTER INSPECTION —MATCH I NO :-, W LS TYPICAL "HIGH -LIFT" MASONRY WALL CONSTRUCTION DETAIL NOT TO SCALE NOTE: INSTALL PAFs CENTERED IN THE 1 1/2" LEG OF THE CLIP. INSTALL PAFs PLUMB AND IN A STRA IGHT L I NE. DO NOT I NSTALL PAFs TILTED OR AT AN ANGLE. �r = m ryw o �® A m V I EN FROM AE30VE HEAP PRE -MOUNTED STEEL �OR PLASTIC WASHER KNURLED SHANK TO 6F IP STEEL POINT HITLI TYPE 'X-U' PAF (5/8" MIN. LENGTH) TYPICAL ROOF JOIST FRAMING CLIP CONNECTION DETAILS NOT TO SCALE SHEATHING- SE PLAN NOTES FOR CONNECT SPAGIN6/REQI SCREWS AT EDGE SCREWS INTERIOR SUPPOR7 ROL�F JO 1 STS SEE FRAMING PLAN TYPICAL PLYWOOD ROOF DIAPHRAGM DETAIL BOND BEAM LINTEL SCHEDULE CLR. SPAN 'D' REINFORCING UP TO 5'-4" 5" 2-#4 BOTT. 5'-5" TO 6'-8" 8" 2-#5 SOTT. OVER 7'-0" (STEEL LINTEL- SEE SGHED.) WALL WIDTH- SEE PLAN FILL W/ GROUT Q REINF. NOTES: SECTION I SEE THE ARCH I TEGT URAL DRAWINGS FOR SIZE AND LOCATION OF ALL OPEN I NC6 . 2. PROS/ I DE 5 " M I N I MUM BEAR I NO EACH END. 3. SCHEDULE APPLIES ONLY TO LINTELS NOT OTHERWISE SHOWN. 4. CONTRACTOR TO FRO/IDE TEMPORARY SHORING UNTIL MASONRY HAS PROPERLY SET (3 DAY MIN.) TYPICAL BOND BEAM LINTEL DETAILS NOT TO SCALE 11 /4 2 I/4" 2" STEEL BEAM- SEE PLAN AND LINTEL SCHEDULE ON SHEET 5-1 BRO. PL 6x&x3/8 AT W8 LINTELS ERG. PL 7x7x3/8 AT W12 LINTEL ERG. PL 7x7x3/8 AT W8x18 ROOF BEAM EaE SET FACE OF PLATE 1/2" IN FROM FACE OF WALL ELEVATION SECTION T. #5 JAMB BAR CONT. #5 JANB BARS (ONE BAR INTERRUPTED BY PL) BOND BEAM L I NTEL - L STEEL BEAM LINTEL - SEE SCHEDULE THIS SHT. SEE SCHEDULE ON 5-1 F I ELD WELD BEAM TO BRO. PLATE PER TYP DETAIL TH 1 S SHT . 8" OPN6.- SEE PLAN 8" OPNG.- SEE PLAN MIN. MIN. SHORT SPANS LONG SPANS (UP TO 6 ' -6 ") ( OVER 7 ' -0 " ) TYPICAL LINTEL BEARING DETAILS NOT TO SCALE 2 1/2" x 1/4" FULL DEPTH STIFFENER PLS -3/8" PLATE —5" AT LINTELS 1(b " AT ROOF BEAM ( 1)- 5/8" DIA. ANCHOR TYPICAL STEEL BEAM BEARING ON MASONRY WALL DETAIL NOT TO SCALE METAL STUDS, SEAT F IRML1' IN THE TRACK �--362 T 125-55 BASE TRACK SLAB SUPPORT #10 SCREW AT EACH FLANGE PAF AT 52" O/C r:::TT'Y�PICAL PAF FASTENERS: TYPE: HILTI 'X-U' DIA.: O. 157" MIN. LENGTH: 1 1/4" AT CONCRETE MECH. PLATFORM AREA- BASE TRACK -'CM JAMB STUD- SEE 'LATFORM FRAMING PLAN F ILL SOL I D 48xBAR � WITH CROUT DIAMETERS 1/4" STEEL STRAPS - (TYPICAL) SEE 'MASONRY NOTES GONT. REINF.- SEE SECTIONS AND DETAILS SEE PLAN (TYPICAL) PLAN- AT PLAN- AT CORNER INTERSECTION SECTION TYPICAL BOND BEAM REINF. DETAILS NOT TO SCALE STIFFGLIP AL362 PER TSN WITH (3)-# 12s IN EA. LE6 sOX BEAM DEADER- SEE 'LATFORM FRAM I N6 DETAILS STIFFGLIP AL362 PER TSN WITH (3)-# 12s IN EA. LE6 MECH. PLATFORM AREA- DOOR HEADER CONNECTION TYPICAL COLD FORMED METAL FRAMING DETAILS NOT TO SCALE 11'-O" Ilia 20'-4" CONT. 2"-20 GA. STRAP BRIDGING- SEE PLAN. CONNECT WITH #12 TEK AT EA. JOIST ROOF SHEATH I N6--\ ROOF JOISTS- STRAP BRIDGING H6H CONT. I� T125-54 CONT. 10'' JOISTS- SEE PLAN. C T. I TO GMU -5 2 O/G PROVIDE 3 RCW55 OF CONT. 2"-20 6A 5" SLOPE TOP $ EOTTOMI STRAP BR I DO I NG , EQUALLY SPACED 5/8 " RC2�F SHEATH I N6- CONT. I� T 125-54 _. _... SEE FRMY PLAN W/ PAFs TO CMU AT 12" 0/0 STIFFGLIP LEB600 PER 'TSN • WITH (2) -# 12s TO JOISTS STRAP ST IFFGL P LEB6Ga PER 'TSN AND (2) PAFs TO STEEL W ITH (5) -# I2s TO JO ISTS STRAP STRAP ST IFFGL I LE5600 PER TSN _.._.._..._.._..._.._..._.._.._..._.._..._.._.._..._.._..._.._.._......_... BRDG..............._.. �.• AND (2) PAFs TO STEEL BRD& ......... ---------------------------- _.._......._......._.._....... BRIx� WITH (2) -# 125 TO JOISTS _.._......._......._..........._......._......AND (2) PAFs TO STEEL _......._......._.._......._.._..._.._.._.......-... TOP OF CONT. PL CONT. L5x3xl/4 (LLH) EL (+13 _7 ) CONT. PL7xI/4 WITH WITH 5/5" DYNA-BOLTS 1/2" DIA. x 0" HEADED CONT. 1 C5 114 (LLH) AT 48" O/C (AT VERT. STUDS AT 48" O/G WITH 5/5" DYNA-BOLTS REINFORCED CELLS) AT 48" O/G (AT VERT. REINFORCED CELLS) ENS INTERIOR 5EARIN� TYPICAL ROOF JOIST FRAMING SECTION M-M GRAPHIC SCALE 0 6" I' 2' 4' co �/ J O_ W ( U W v Z~ WN O pQV)Q U > J �O ° z <co O= � A Z r LL Q W g z� zLn �J W Z z >\0j wQ EE W W>wLL aw W JE�o w jzQQ (� �Ow_j aU z Q ii W U� w I.I_I _ 00 00 w J �Ln �n� J V �V:E 0 �� < � J. 'y � J J T. 1- 3 6 a r �o zo o �NOhWO'0 J N Q u 0 � a_ o u o O N x O X �/ ♦ w/ J w O O = U J Ill— Z W z � IL } J o � w Z� W p W �J N M SHEET NO. S�5 NOT TO SCALE SCALE: 3/4" = l'-0" GENERAL STRUCTURAL NOTES: I. THE STRUCTURAL MZAWING SHALL BE USED IN CONJUNCTION WITH THE DRAWING OF ALL OTHER DISCIPLINES (CIVIL, ARCHITECTURAL, ETC.) THE CONTRACTOR SHALL VERIFY THE REQUIREMENTS OF OTHER TRADES AS TO SLEEVES, CHASES, HANGERS, INSERTS, ANCHORS, HOLES AND OTHER ITEMS TO BE PLACED OR SET IN THE STRUCTURAL l^ORK. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR C0IPLYINO WITH ALL SAFETY PRECAUTIONS AND REGULATIONS DURING THE NORK. THE ENGINEER WILL NOT ADVISE ON NOR ISSUE DIRECTION AS TO SAFETY PRECAUTIONS AND PRCC-RANB. 3. THE STRUCTURAL DRANING HEREIN REPRESENT THE FINISHED STRUCTURE. THE CONTRACTOR SHALL PROVIDE ALL TEMPCRARY GUYING, 5HCRIN6 AND BRACING REOUIRED TO ERECT AND HOLD THE STRUCTURE IN PROPER ALIGNMENT UNTIL ALL STRUCTURAL VCRK AND CONNECTIONS HAVE BEEN COMPLETED. THE INVESTIGATION, DESIGN, SAFETY, ADEOUACY AND INSPECTION OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC. 15 THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 4. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE MIETHCD-, TECHNIQUES AND SEQUENCES OF PROCEDURES TO PERFGF;4,1 THE WORK. THE SUPERVISION OF THE NfRK 15 THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 5. DRAWING INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO APFRO/AL BY THE ENGINEER. 6. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANU- FACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH THE SUPPLIER'S INSTRUCTIONS AND REOUIREMENTS. 7. LOADING APPLIED TO THE STRUCTURE DURING THE PROCESS OF CONSTRUCT- ION SHALL NOT EXCEED THE SAFE LOAD -CARRYING CAPACITY OF THE STRUCTURAL MEMBERS. THE LIVE LOADING USED IN THE DESIGN OF THIS STRUCTURE ARE INDICATED IN THE "DESIGN CRITERIA NOTES". DO NOT APPLY ANY CONSTRUCTION LOADS UNTIL STRUCTURAL FRAMING IS PROPERLY CONNECTED TOGETHER AND UNTIL ALL TEWORARY BRACING IS IN PLACE. S. ALL ASTM AND OTHER REFERENCES ARE PER THE LATEST EDITIONS OF THESE STANDARDS, UNLESS OTHERWISE NOTED. q. SHOP DRAWING AND OTHER ITEMS SHALL BE SUBMITTED TO THE ENGINEER FOR REV ION PRIOR TO FABRICATION. ALL SHOP DRAWING SHALL BE REVIEWED BY THE GENERAL CONTRACTOR BEFORE SUBMITTAL. THE ENGINEER'S REVIEW IS TO BE FOR CONFORMANCE WITH THE DESIGN CONCEPT AND GENERAL COMPLIANCE WITH THE RELEVANT CONTRACT DOCUMENTS. THE ENGINEER'S REVIEW LOE5 NOT RELIEVE THE CONTRACTOR OF THE SOLE RE5PON5151LITY TO REVIEW, CHECK AND COORDINATE THE SHOP DRAWING PRIOR TO SUBMISSION. THE CONTRACTOR REMAINS 50LEY RESPONSIBLE FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF SHOP DRAWING AS THEY PERTAIN TO MEMBER SIZES, DETAILS, DIMENSIONS, ETC. 10.SUBI T SHOP DRAWING IN THE FORM OF .POF FILES SENT VIA EMAIL. AS A MINIMUM, SUBMIT THE FOLLOWING ITEMS FOR REVIEW: A. CONCRETE MIX DESIGN(S). B. REINFORCING STEEL SHOP DRAWING . G. MASONRY PRODUCTS SUBMITTAL D. STRUCTURAL STEEL SHOP DRAWING . E. COLD METAL FRAMING PRODUCTS, CLIPS, ETC. F. CANOPY DESIGN CALCULATIONS AND SEALED SHOP DRAWING . OTHER SUBMITTALS MAY BE REQUIRED PER THE "SCHEDULE OF SPECIAL INSPECTIONS" OR THE SEPARATE NOTES CONTAINED HEREIN. DESIGN CRITERIA NOTES: I. THE INTENDED DESIGN STANDARD' AND/OR CRITERIA ARE AS FOLLOA5: GENERAL 2015 VIROINIA UNIFORM 5TATEINIDE BLDG CODE MODEL BUILDING CODE 15 IBC 2015 LOAD=' ASGE 7 -10 CONCRETE ACI 510-14 CONCRETE MASONRY AGI 550-15 COLD FORMED METAL A151 5100-C7 52-10 STEEL A I5C 560- 10 PLYA= APA FD5-12 (PANEL DESIGN SPEC, IFIGATION) FOUNDATIONS I,500 P5F (ASSUMED ALLOAABLE 501L BEARING PRESSURE) 24" FR0 T DEPTH 2. BUILDING RI5K GATEG-GRY: II 3. DESIGN GRAVITY DEAD LOAD' USED IN THE DESIGN OF THIS STRUCTURE ARE AS FOLLONS: ROOF 15 PSF MECH. PLATFORM 10 PSF CANOPY 10 PSF ALL OTHER ACTUAL WEIGHT 4. DESIGN GRAVITY LIVE LOAD" USED IN THE DESIGN OF THIS STRUCTURE ARE AS FOLLOWS: ROOF 30 PSF MIN. MEGH. PLATFORM 60 PSF SLAB ON CRAVE 250 PSF CANOPY 30 PSF MIN. 5. DESIGN LATERAL LIVE LOADS USED IN THE DESIGN OF THIS STRUCTURE ARE AS FOLLOWS: WIND: 3 SECOND GUST BASIC WIND SPEED V (uIt) = 115 MPH, EXPOSURE 'B' &GPI= + / - 0.15 (ENCLOSED), Qh=20.2 PSF, COMPONENT AND CLADDING WIND PRESSURE = -2q.0 P5F (ult), CORNER ZONE 5, 10 5F TRIB. AREA CONVERSION TO NOMINAL WIND SPEED V (asd) = V (ult) X 0.775 MAIN AINDFORGE SYSTEM WIND (Asd)= 15.3 PSF, ROOF DIAPH. LOAD OF 125 #/LF SEISMIC: Ie=1.0, SPECTRAL RESPONSE COEFFS. Sds=21.0 S Shc= 10.6, SOIL SITE GLASS 'D' (ASSUMED), SEISMIC DESIGN CATEGORY 'B' WIND LOADS GOVERN THE DESIGN OF THE MAIN SYSTEM. Co. DESIGN SNOW LOADS USED IN THE DESIGN OF THIS STRUCTURE ARE AS FOLLO S1 ;P (GHROUND SNON)= 30 FSF, Ce=1.0, Gt=1.2, Pf= 25.2 PSF (USE 50 PSF MIN.) MAX. SNOWDRIFT AT 8' TALL PARAPETS > 15' LONG - SEE PLAN 7. THE LATERAL LOAD RESISTING SYSTEMS OF THIS BUILDING CONSISTS OF: HORIZONTAL DIAPHRAGMB - PLYACCD ROOF DECK VERTICAL SYSTEMS - MASONRY SHEAR WALLS 5. THI5 STRUCTURE HAS BEEN DE516NED WITH "SAFETY FACTORS" IN ACCORDANCE WITH GENERALLY ACCEPTED PRINCIPLES OF STRUCTURAL ENGINEERING. THE FUNDAMENTAL NATURE OF THE "SAFETY FACTOR" IS TO COMPENSATE FOR UNCERTAINTIES IN THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL BUILDING COMPONENTS. IT IS INTENDED THAT "SAFETY FACTORS" BE USED SO THAT THE LOAD CARRYING CAPACITY OF THE STRUCTURE GOES NOT FALL BELOW THE DESIGN LOAD AND THAT THE BUILDING WILL PERFCRM UNDER DESIGN LOAD WITHOUT DISTRESS. WHILE THE USE OF "SAFETY FAOTCR5" IMPLIES SOME EXCESS CAPACITY BEYOND DESIGN LOAD, SUCH EXCESS GAFAGITY CANNOT BE ADEOUATELY PREDICTED AND SHALL NOT BE RELIED UPON. SITE PREPARATION NOTES: I WITHIN AN AREA AN AVERPGE OF 5 FEET BEYOND THE BUILDING LIMITS, EXCAVATE A MINIMUM OF &" OF EXISTING 501L. RB-C VE ALL CR6AN IC5, ASPHALT, TOPSOIL, ROOTS, DEBRIS AND OTHERWISE UNSUITABLE SOIL. 2. THE SURFACE OF THE EXPOSED SUBGRADE SHALL BE INSPECTED BY PROBING OR TESTING TO CHECK FOR POCKETS OF SOFT OR UNSUITABLE MATERIAL. EXCAVATE UNSUITABLE SOIL AS DIRECTED BY THE GEOTEGHNICAL ENGINEER / TESTING AGENCY. 3. FRGOFROLL THE SURFACE OF THE EXPOSED SUBCHZADE WITH A LOADED TANDD-1AXLE DUMP TRUCK. REMI ALL 501L5 WHICH PUMP OR DO NOT CCMPAOT PROPERLY AS DIRECTED BY THE GEOTEGHNICAL ENGINEER / TESTING AGENCY. 4. FILL ALL EXCAVATED AREAS WITH APPROVED CONTROLLED FILL. PLACE IN 10 INCH LOOSE LIFTS AND COMPACT TO A MINIMUM OF q5% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-6q8. 5. ALL CONTROLLED FILL MATERIAL SHALL BE A SELECT GRANULAR MATERIAL FREE FROM ALL ORGANIGS OR OTHERWISE DELETERIOUS MATERIAL WITH NOT MORE THAN 20% BY WEIGHT PASSING A NO. 2G0 SIEVE (GLASS IFIED AS SP, SM, SW, GP OR CAN OR BETTER IN ACCORDANCE WITH THE UNIFIED 501L CLASSIFICATION SYSTEM). 6. PROVIDE FIELD DENSITY TESTS FOR EACH 5,CGO' 5. F. OF BUILDING AREA FOR EACH LIFT OF CONTROLLED FILL. FOUNDATION NOTES: I FOOTING SHALL BEAR ON COMPACTED SUBS -RA 501L5 OR GCMPACTED FILL CAPABLE OF SUPPORTING A DESIGN BEARING PRESSURE OF I,500 P5F ALL FOUNDATION EXCAVATIONS SHALL BE EVALUATED BY THE GEOTEGHNIGAL ENGINEER / TESTING AGENCY PRIOR TO POURING FOUNDATION CONCRETE. 2. TOP OF FOOTING ELEVATION SHALL BE AS SHOWN ON THE FOUNDATION PLAN. THESE ELEVATIONS ARE A MAXIMUM AND SHALL BE I-ChERED AS REQUIRED TO OBTAIN THE REQUIRED DESIGN BEARING PRESSURE. 3. ALL FOUNDATION CONCRETE SHALL OBTAIN A 28 DAY COMPRESSIVE STRENGTH OF 3,GL't7 PSI. ANY CONCRETE PERMANENTLY F-XF0 ED TO WEATHER SHALL BE AIR ENTRAINED TO 5% (+/- I%) WITH AN Ar'-MIXTURE THAT CONFORMS TO A5TM C-260. 4. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 501, "SPECIFICATION FOR STRUCTURAL CONCRETE BUILDING ". HOT WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH AC 505. COLD WEATHER CONCRETING SHALL BE IN ACCGORDANGE WITH AGI 306. 5. ALL REINFORCING STEEL SHALL CONFORM TO A571M A-615, GRADE 60. 6. UNLESS OTHERWISE NOTED, THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PRO,/IDED FOR REINFORCEMENT: A) CONCRETE CAST AGAINST $ PERMANENTLY EXPOSED TO EARTH - 5" B) CONCRETE EXPOSED TO EARTH OR WEATHER: #6 THROUGH #IS BARS - 2" #5 BAR, AS OR 0SI WIRE $ SMALLER - 1 1/2" 7. ALL REINFORCING MARKED CONTINUOUS (CONT.) ON THE PLANS AND DETAILS SHALL BE LAFPED 36xBAR DIAMETERS AT SPLICES UNLESS OTHERWISE NOTED. 8. NO UNBALANCED BAC.KFILLING SHALL BE DONE AGAINST FOUNDATION WALLS UNLESS WALLS ARE SECURELY BRACED AGAINST OVERTURNING, EITHER BY TEMPORARY BRACING OR BY PERMANENT CONSTRUCTION. q. PRIOR TO CCMMENCING ANY FOUNDATION VCRK, ORDINATE WORK WITH ANY EXISTING UTILITIES. FOUNDATIONS SHALL BE LONGED WHERE REQUIRED TO AVOID UTILITIES. SLAB ON GRADE NOTES: I. FROVIDE CONCRETE SLABS OVER A 10 MIL. POLY VAPOR BARRIER AND 4" OF POROUS FILL. PROVIDE A 3,500 FSI MIX USING TYPE I OR II CEMENT. MAXIMUM SLUMP FOR ALL CONCRETE SLABS SHALL BE 5 INCHES. MAXIMUM WATER CEMENT RATIO SHALL BE 0.50. ALL CONCRETE SLABS TO BE PERMANENTLY EXPOSED TO WEATHER SHALL BE AIR ENTRAINED TO 596 (+/- 196) WITH AN ADMIXTURE THAT CONFORMS TO ASTM C-260. 2. ALL WELDED WIRE FABRIC, (W.W.F.) SHALL BE IN ACCORDANCE WITH A5TM A-105. LOCATE ALL W.W.F. APPROX. 1 1/2" FROM THE TOP SURFACE OF THE 4" THICK SLAB. LAP ADJOINING PIECES AT LEAST ONE FULL MESH. THE USE OF POLYPROPYLENE FIBERS (IN LIEU OF WELDED ARE FABRIC) IS FROH151TED WITHOUT THE WRITTEN AUTHORIZATION OF THE EN(5INEER. 3. THE ALTERNATE WIRES OF THE WELDED WIRE FABRIC MUST BE FRE-GUT AT THE SLAB CRACK CONTOL JOINT LOCATIONS TO CREATE A "WEAKENED PLANE". WITHOUT GUTTING THE ALTERNATE WIRES, THE STRENGTH OF THE WIRE WILL PREVENT THE SLAB FROM CRACKING (SEPARATING) AT THE JOINT AND THE SLAB MAY BEGIN TO CRACK ELSEWHERE. 4. ALL POROUS FILL MATERIAL SHALL BE A GLEAN GRANULAR MATERIAL WITH I0?3' PASSING A 1-1/2" SIEVE AND NO MAZE THAN 596 PASSING A NO. 2G0 SIEVE. POROUS FILL SHALL BE CCMFACTED TO q5% MAX. DRY DENSITY PER A5TM D-bq8. 5. ALL 5A1^CUT CRACK CONTROL JOINTS SHALL BE GUT AS SOON AS THE CONCRETE HAS SUFFICIENT 'SET' TO PREVENT RAVELING. JOINTS SHALL BE GUT WITH SOFT -GUT' SAW. REPLACE BLADE AND SKID PLATE REGULARLY TO MAINTAIN THE QUALITY OF THE JOINT. 6. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 301, "SPECIFICATION FOR STRUCTURAL CONCRETE BUILDING ". HOT WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH AGI 305. COLD WEATHER CONCRETING SHALL BE IN ACCOFVANGE WITH ACI 306. 7. THE WALKS AND OTHER EXTERIOR SLABS ARE NOT INDICATED ON THE STRUCTURAL DRAWING . CCO;Z;)INATE ALL EXTERIOR CONCRETE I WITH THE 51TE PLAN. S. IN ORDER TO AVOID CONCRETE SHRINKAGE CRACKING, THE MAX. LENGTH OF SLAB CAST IN ANY ONE CONTINUOUS POUR IS RECOMMENDED TO BE LESS THAN APPROX. 120 FEET. THE SPACING OF CONTROL JOINTS SHALL BE AS SHOWN ON PLAN. q. TAKE FOUR (4) TEST GYLINPERS FOR EVERY 50 GUSIG YARDS OR LESS OF EACH GLASS OF CONCRETE POURED EACH DAY. TAKE ONE (1) SLUMP TEST FOR EACH SET OF CYLINDERS. PERFOz;i111 SLUMP TEST FOR EACH TRUCK. 10. CURE SLABS VIA SPRAY -ON CURING COMPOUND (COORDINATE WITH G.G.) MASONRY NOTES: I. M450NRY CONSTRUCTION SHALL CONFORM TO THE REOUIREMENT5 OF THE "SPECIFICATIONS FOR MASONRY STRUCTURES (AGI 530.1)" PUBLISHED BY THE WERICAN CONCRETE INSTITUTE, DETRO IT, MIGHIGAN. 2. HOLLOW LOAD -BEARING MASONRY UNITS SHALL CONFORM TO ASTM C-qC, GRADE N-I AND BE MADE WITH LIGHTWEIGHT A66REGATE. THE MINIMUM FIR I5M COMPRESSIVE STRENGTH (f'm) SHALL BE 1,550 P51 AT AN AGE OF 25 DAYS, AS DETERMINED BY THE UNIT STRENGTH METHOD OF ACI 550.1. 3, FILL ALL BOND BEAMS AND REINFORCED CELLS SOLIDLY WITH GROUT. GROUT SHALL CONFCR,I TO A5TM G-476 AND SHALL OBTAIN A MIN. 28 DAY COMPRESSIVE STRENGTH OF 2,5OD PSI. 4. REINFORCING STEEL SHALL BE IN ACCORDANCE WITH A5TM A-615, GRADE 60. SHOP FAa;ZICATE R.EINFCRGING BARS WHICH ARE SHOWN TO BE HOOKED OR BENT. PROVIDE A MINIMUM LAP OF 48 x BAR DIAMETERS AT ALL SPLICES, UNLESS INDICATED OTHERWISE. 5. MORTAR SHALL CONFORM TO ASTM 0-270, TYPE 5. ALL M 2TAR SHALL MEET THE "FROPCRTION SPECIFICATION" OF A5TM G-2701 AND BE MADE WITH PORTLAND CEMENT/LIME (NON AIR -ENTRAINED). 6. UNLESS OTHERWISE INDICATED, ALL WALLS SHALL BE LAID IN RUNNING BOND. ALL WALL CORNERS AND INTERSECTIONS SHALL BE BONDED OR CONNECTED WITH 1/4" x 16" LONG STEEL STRAPS WITH 2" HOOKS EACH END, SPACED 24" 0/0 MAX. VERTICALLY. 7. PROVIDE VERTICAL R.EINFORGINO BARS OF THE GIVEN SIZE AND SPACING AS INDICATED. FRO,/IDE BARN AT ALL WALL CORNERS, INTER- SECTIONS AND OPENING ED6E5. MASONRY WALL5 SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "LON-LIFT" AND "HIGH -LIFT" DETAILS INDICATED. b. FROVIDE RE54R DOWELS FROM FOUNDATIONS AS INDICATED. DO^EL5 SHALL HAVE 90 DECREE HOOKS AND LAP WITH THE FIRST LIFT OF REINFORCING. q. PROVIDE STANDARD q GAGE HORIZONTAL JOINT REINFOROINO AT I6" ON CENTER IN ALL WALLS. USE 'TRUSS' TYPE REINFORCING. 10. PROVIDE BOND BEAM AND STEEL BEAM LINTELS ,ABOVE ALL OPENINGS PER THE SECTIONS AND TYPICAL DETAILS. 11. THE MASONRY CONTRACTOR SHALL FROVIDE ALL REQUIRED TEMPORARY WALL BRACING DURING CONSTRUCTION (SEE 'GENERAL STRUCTURAL NOTES'). 12. SPACE WALL CONTROL JOINTS AS SHCWN ON THE ARCHITECTURAL DRAWING , BUT SPACE NO MARE THAN APPROX. 25'-4" ON CENTER. CHROUT CELLS ON EACH SIDE OF CONTROL JOINTS SOLID. STRUCTURAL STEEL NOTES: I. ALL STRUCTURAL STEEL SHALL CONFORM TO THE LATEST GOVERNING EDITION OF THE WERICAN INSTITUTE OF STEEL CONSTRUCTION (SEE THE 'DESIGN CRITERIA NOTES'). 2. UNLESS OTHERWISE NOTED, ALL MATERIALS SHALL BE IN ACCORDANCE WITH THE FOLLCWING A5TM SPECIFICATIONS: MEMESER A5TM MIN. Fy STRENGTH W-SHAPES Agg2 / A572, GRADE 50 50 K51 L, M, 5, S HP SHAPES A36 36 K51 OTHER ROLLED PLATES/SHAPES A36 36 KSI CONNECTION BOLTS A325N q2 KSI ANCHOR RODS/BOLTS F-1554 NON -SHRINK GROUT G 1107 S= FS I 3. ALL WELDING SHALL BE IN ACCORDANCE WITH ANS DI.I USING E70XX ELECTRODES. UNLESS OTHERWISE NOTED, FROVIDE CONT. MIN. 51ZED FILLET WELDS PER AISG REQUIREMENTS. ALL FILLER MATERIAL SHALL HAVE A MINIMUM YIELD STRENGTH OF 55 KSI. 4. HOLES IN STEEL SHALL BE DRILLED OR PUNCHED. ALL SLOTTED HOLES SHALL BE PROVIDED WITH SMOOTH EIXPES. BURNING OF HOLES AND TORCH GUTTING AT THE SITE IS NOT PEFRIAITTED. 5. UNLESS OTHERWISE APPROVED, ALL STRUCTURAL STEEL SHALL BE SHOP PAINTED WITH ONE GOAT OF THE FABRICATOR'S STANDARD RUST INHIBITIVE FRIMER. STEEL BEAM LINTELS SHALL BE HOT DIP GALVANIZED. 6. PROTECTIVE COATING DAMAGED DURING THE TRANSPORTING, ERECTING AND FIELD WELDING PROCESSES SHALL BE REPAIRED IN THE FIELD TO MATCH THE SHOP APPLIED COATING. PLYWOOD SHEATHING NOTES: I. 055 AND PLYWZD CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE AM1ERCAN PLYWOA A55CC IAT ION (APA) SPECIFICATIONS. 2. ALL ROOF PANEL SHEATHING SHALL BE 5/5" PLYjA= (OR 055) SHEATHING. SEE PLAN AND TYPICAL DETAILS FOR SCREW CONNECTION REQUIREMENTS. 3. MECHANICAL PLATFORM FLOOR SHEATHING SHALL BE 3/4" T. S G. PLYN= . UNLESS OTHERWISE NOTED CONNECT SHEATHING WITH #12 SCREWS AT 12" O/C AT SUPPORTED PANEL ErYGES AND 12" 0/0 AT INTERMEDIATE SUPPORTS. 4. INSTALL ROOF AND FLGCR SHEATHING WITH THE LONG DIMENSION OF THE PANEL ACROSS SUPPORTS AND WITH PANEL CONTINUOUS OVER TWO OR MORE SPANS. STALER PANEL END JOINTS. ALLCW I/S" SPACING AT PANEL ENDS AND EDGES UNLESS OTHERWISE RECCWENDED BY THE SHEATHING MANUFACTURER. COLD FORMED METAL FRAMING (CFMF) NOTES: I. ALL FIELD GUTTING OF STRUCTURAL FRAMING MUST BE DONE BY SAWING OR SHEARING. TORCH GUTTING IS NOT PERMITTED. 2. NOTCHING OR COPING OF STRUCTURAL FRAMING IS NOT PERMITTED UNLESS OTHERWISE SHOWN OR APPROVED IN WRITING BY THE ENGINEER. 3. ENDS OF STUDS MUST SEAT FIRMLY IN THE TRACKS, WHICH MUST HAVE FULL BEARING ON THE STRUCTURE. 4. UNLESS OTHERWISE INDICATED, SPLICING OF STRUCTURAL FRAMING IS NOT PERMITTED EXCEPT FOR TRACKS AND BRIDGING. 5. THE MINIMUM ACCEPTABLE FLANGE WIDTHS AND THICKNESSES ARE SHOWN. INCREASED FLANGE WIDTHS AND HEAVIER THICKNESSES MAY BE SUBSTITUTED. 6. ALL MEMBERS SHALL HAVE A MIN. YIELD STRENGTH AS FOLLOWS: 43 mil AND LIGHTER - 33 ksi 54 mil AND HEAVIER - 50 ksi 7. ALL METAL TO BE IN ACCORDANCE WITH ASTM A653, WITH 660 GALVANIZED COATING. 5. WHERE PROVIDED, FACTORY PUNCH OUTS MUST BE CENTERED ON THE MEMBER AND BE SPACED AT A MIN. OF 24" ON CENTER. PUNCH OUTS SHALL HAVE A MAXIMUM WIDTH OF 1/2 OF THE MEMBER DEPTH (2 1/2" MAX. LIMIT) AND A MAX. LENGTH OF 4 1/2". ALL MEMBERS MAY HAVE PUNCH OUTS UNLESS OTHERWISE NOTED. CFMF PRODUCT IDENTIFICATION AND REQUIREMENTS: I. THE STEEL STUD MANUFACTURERS ASSOCIATION (SSMA) STANDARDS ARE USED IN THI5 SUBMITTAL. ANY MANUFACTURER WHO5E PRODUCT MEETS OR EXCEEDS THE SSMA STANDARDS ARE ACCEPTABLE. SEE NOTES BELOW FOR NOMENCLATURE. 362 S 162 -43 \ \ \ THICKNESS (mils) FLANGE SIZE MEMBER TYPE WEB SIZE 2. THE FIRST SET OF NUMBERS INDICATE THE WEB SIZE (NOMINAL MEMBER DEPTH): 3 5/5" MEMBER = 362 6" MEMBER = 600 10" MEMBER = 1000 3. THE LETTER INDICATES THE MEMBER TYPE: STANDARD / STUD SHAPE = 5 TRACK = T 4. THE SECOND SET OF NUMBERS INDICATES THE FLANGE SIZE: 1 1/4" FLANGE= 125 (WITH 0.155" MIN. LIP) 13/S" FLANGE= 157 (WITH 0.375" MIN. LIP) 15/8" FLANGE= 162 (WITH 0.500" MIN. LIP) 2" FLANGE= 200 (WITH 0.625" MIN. LIP) 5. THE LAST SET OF NUMBERS INDICATES THE MATERIAL THICKNESS: GAUGE SSMA MINIMUM COLOR CODING 20 = 33 mils 0.032q" WHITE IS = 43 mils 0.0426" YELLOW 16 = 54 mils 0.0538" GREEN 14 = 68 mils 0.0677" ORANGE 6. THE MINIMUM ACCEPTABLE FLANGE WIDTHS AND THICKNESSES ARE SHOWN. INCREASED FLANGE WIDTHS AND HEAVIER THICKNESSES MAY BE SUBSTITUTED. 7. ALL MEMBERS SHALL HAVE A MIN. YIELD STRENGTH AS FOLLOWS: 43 mil AND LIGHTER - 33 ksi 54 mil AND HEAVIER - 50 ksl 5. ALL STEEL TO BE IN ACCORDANCE WITH ASTM A1003, WITH 660 GALVANIZED COATING. q. WHERE PROVIDED, FACTORY PUNCH OUTS MUST BE CENTERED ON THE MEMBER AND BE SPACED AT A MIN. OF 24" ON CENTER. PUNCH OUTS SHALL HAVE A MAXIMUM WIDTH OF 1/2 OF THE MEMBER DEPTH (2 1/2" MAX. LIMIT) AND A MAX. LENGTH OF 4 1/2". ALL MEMBERS MAY HAVE PUNCH OUTS UNLESS OTHERWISE NOTED (HEADERS, ETC.). CFMF CONNECTIONS: I. ALL SCREWS SHALL BE A MIN. OF #10, EXCEPT WHERE A LARGER DIAMETER IS INDICATED. ALL SCREWS SHALL BE SELF TAPPING AND CONFORM TO SAE J78. A MIN. OF 3 THREADS SHALL EXTEND THROUGH THE STEEL. SCREWS SHALL PENETRATE THE COMPONENTS WITHOUT CAUSING PERMANENT SEPARATION BETWEEN THE COMPONENTS. SGREWS SHALL BE INSTALLED IN A MANNER SUCH THAT THE THREADS OR HOLES ARE NOT STRIPPED. 2. UNLESS OTHERWISE SHOWN PROVIDE THE FOLLOWING SCREWS CONNECTORS: AT TRACK TO STUD FLANGES : ONE #10-16 x 5/5" (PAN HEAD) AT FRAMING LAPS: THREE #12-14 x 5/4" (HEX HEAD) 3. UNLESS OTHERWISE SHOWN, PROVIDE THE FOLLOWING MIN. SCREW SPACINGS IN METAL TO METAL FRAMING CONNECTIONS: EDGE DISTANCE = 3/4" MIN. (TO ALL EDGES OR CORNERS) CENTER TO CENTER SPACING = 3/4" MIN. 4. ALL POWER ACTUATED FASTENERS (OAF) SHALL BE IN ACCORDANCE WITH 'HILTI' OR APPROVED EQUAL. INSTALL ALL PAFS PER THE SUPPLIER'S INSTRUCTIONS AND REQUIREMENTS. 5. UNLESS OTHERWISE SHOWN, PROVIDE THE FOLLOWING PAF CONNECTORS: TO CONCRETE OR GMU: TWO, HITLI TYPE 'X-U', 0.157" DIA (1 1/4" MIN. LENGTH) AT EA. STUD TO HOT ROLLED STEEL: ONE, HITLI TYPE 'X-U% 0.157" PIA (5/6" MIN. LENGTH) AT EA. STUD 6. UNLESS OTHERWISE SHOWN, PROVIDE THE FOLLOWING MIN. PAF 5PAGINGS: EDGE DISTANCE = 2 1/2" MIN. TO ALL CONCRETE EDGES OR CORNERS = 5/4" MIN. TO ALL HOT ROLLED STEEL EDGES OR CORNERS CENTER TO CENTER SPACING = 4" MIN. IN CONCRETE OR GMU, 3" MIN. IN STEEL 7. IF FIELD WELDING IS REQUIRED, WELDING SHALL CONFORM TO THE AWS DI.3 SPECIFICATION FOR WELDING SHEET STEEL IN STRUCTURES. TOUGH UP ALL FIELD WELDS WITH A ZING RICH PAINT. CFMF CLIPS AND ACCESSORIES: I. ALL FRAMING CLIPS, 'JAM' STUDS, ANCHORS AND SIMILAR ACCESSORIES SHALL BE PER 'THE STEEL NETWORK' OR APPROVED EQUAL. 2. INSTALL ALL CLIPS AND ACCESSORIES IN ACCORDANCE WITH THE SUPPLIER'S INSTRUCTIONS AND REQUIREMENTS. U) EL co ( U W T)z ~ Lu N O Q Q v) Q u U > J J O c�=�0 OU) Z Q co 0=c/5 Wm CD LL Q LU g r- J Z 0 Z_ " Ln Ll Z Z>�v W LLI > J it Q W LLI J E� o WJz Q�JQ O W J a Z Q O ii W U � w Z U) U) W2�Ln WJc~n J rn� V �V�NIA �k 4L '- O ryJ o W � J a T. 3 0 r z� o �NO"noo J C� Q U O C) c� u c� U) w/ J O U RVA V W to J o U� U Z H Wo 3: �w L.L V 0 CM SHEET NO. J Q W S-6 U J J 0 s r rn m to N 0 N O u A 3 A3- A4- 124'-0" 22'-0" 84'-8" 16'-0" 2,_8„ 19'-4" 20'4" 8'4" 10'-0" 8'-8" 10'-0" 8'-8" 10'-0" V-8" 3'-0" 10'-0" 3'-0" I 1.01B - - - - - - - - -- I - - - - - 1 TYP. W1 � I 25 24 I v <9> <9> W1 N iv 21-4" CORRIDOR14 8 cl I 1.03 11.05A7 1.05C 17 28 m OFFICE O �02 3A MECHANICAL N o- m O Fo ; ---� 4 o o co 1 - - --- --- 2'-1" 2'-0" L 3'-6" 2'-0" 1 A STAFF '} % UNISE� o 1.02 28 iv ---------- N -I 13 ` - - - - - - - - - - - - - - - 7"" 3 m 0 N 5- 15 A1- 28 A4 2 18 - - 3'-4" 16'-0" 75-4" TYP. TYP. T-4" 22,_0„ eo i I co r--------- '------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ---------------- ------------------------------------------------------------------------------------------------------------------------------------- -------- t- 1 I I r-- ----- ----- --- -- -- - - - - -- - - - - - - - - - -- --- -- --- -- --- -- -- -- -- --- -- --- -- -- -- -- -- --------- I I I CAR WASH BAY o � /� 1.06 w o 0 N I _____________ ---- - _i_-- o N I 1 I I I I I I I I I I I I I I I I 4- ------- -J� o o - v ® ® W, I- W, W1 -' O W1 6 14 10'-8" L[ ------------ 10_0„ 10,_8" 10,_0„ 2,_8„ 5,_8„ - - - �5,_8,, - - - - S,_8„ 2'-8" 10,_0„ 2,_8„ 10,_8" 10,--0„ - 10,_8„ TYP. 31'-4" 164" 28'-0" 15'4" 31'-4" 2,4„ 124'-0" FLOOR PLAN A4- A3- A2-1 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 40%. VISIBLE LIGHT 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 7ELEVTMAT WINDOW TYPES SCHEDULE e CAR WASH GENERAL NOTES W1 10'-0" WIDE BY 1V-0" TALL ALUMINUM STOREFRONT WINDOW HEAD HEIGHT = 10'-8" A.F.F. e6'-8" WIDE BY 10'-8" TALL ALUMINUM STOREFRONT WINDOW WINDOW HEAD HEIGHT = 10'-8" A.F.F. 16-8" WIDE BY 1V-0" 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 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 OFFICE I WD I VB I PT-2 I PT-2 I PT-2 I PT-2 I NO 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 ISET 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 - - - - - TEMP. 0 EQ 1 --0-1 EQ m TEMP. 2'x2' c� LOUVER �n T0 [Ell EMP. M o �UI 1 2 3 4i 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. 11'-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 1" INSULATED GLASS UNDER COUNTER REFRIGERATOR 16. NOT USED 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 / EP HENRY MASONRY CONSTRUCTION 25. ANSI COMPLIANT EXIT SIGNAGE, SEE 9/A5-1 26. NOT USED 27. HVAC PLATFORM ABOVE, SEE STRUCTURAL 28. 8" CMU WALL WALL LEGEND v 8" CMU WALL 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. oft @UNDERSIDE OF JOISTS. 5/8" GYP BD zLu 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 � SOUND BATT LL3" �a� - ASSEMBLYTHI KNESS- w 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. 13" 5/8" GYP BD Lu z SOUND BATT !R ASSEMBLY THICKNESS = ml � 4 3/4" # DATE ISSUED WITH: CHANGE DESCRIPTION GREEN CLEAN AUTO WASH 3290 WORTH CROSSING CHARLOTTESVILLE, VA 22911 Green �I��n AIII=,jMffll"AWAIII=,J0�M sBA S T U D 1 O S ARCHITECTURAL DESIGN 614 W77b1 W W W_SBA-STUDI OS_COM �O�.tjF, N L T H JF `/�c Lie o ? SCOTT BAKER n Lic. No. 18940 SCALE: 3/16" = V-0" (U.N.O.) SHEET # / DESCRIPTION FLOOR PLAN All gRCHITEQ� DATE: 04.22.2021 SCOTT D. BAKER, LICENSE #18940 EXPIRATION DATE 04/30/2022 CONSTRUCTION DOCUMENTS SBA STUDIOS PROJECT # 2020-509 U J J 0 s U) Q m U) N 0 N u 12 3 4 A2- ROOF PLAN OVERFLOW SCUPPER DETAIL MLER, SLOPE RIDS ROOF NUOUS METAL IG BENT TO ISIONS INDICATED, LEVATIONS NRY CMU SOLDIER COURSE ZED INSULATION TO DIRECT R TOWARD MAIN SCUPPERS, OOF PLAN IEMBRANE ROOFING UP FLASHING _ FLASHING 'RE -MANUFACTURED SHEET _SCUPPER -L SEALANT AROUND ENTIRE 'ER PERIMETER P.T. NAILER, SLOPE TOWARDS ROOF CONTINUOUS METAL COPING BENT TO DIMENSIONS INDICATED, SEE ELEVATIONS HENRY CMU SOLDIER COURSE 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 'ER-OCKINGFASTENERS E REQUIRED FOR I II Y / f l\ SCUPPER BLOCKING FASTENERS REQUIRED FOR DER FASTENERS CEMENT MEMBRANE NG OVER FLASHING SCALE: 3/4" = 1'-0" LAP & CEMENT MEMBRANE ROOFING OVER FLASHING SCALE: 3/4" = 1'-0" 2 1 SCUPPER DETAIL 1 1 I NOT USED 4) 1 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 STRUCTURAL DRAWINGS FOR SUPPORT Khristopher Taggart Digital Signature ARB Approved Plan June 2-2021 # DATE ISSUED WITH: CHANGE DESCRIPTION GREEN CLEAN AUTO WASH 3290 WORTH CROSSING CHARLOTTESVILLE, VA 22911 Green �I��n SBA S T U D 1 Q S ARCHITECTURAL DESIGN 614 5627761 W W W_S8A-STUQI OS_C0M elv5o SCALE: 3/16" = 1'-0" 7N.O.) SHEET # / DESCRIPTION ROOF PLAN q1 2 DATE: 04.22.2021 SCOTT D. BAKER, LICENSE #18940 EXPIRATION DATE 04/30/2022 CONSTRUCTION DOCUMENTS SBA STUDIOS PROJECT # 2020-509 U J J 0 s r rn Q m to N O N lJ 4 A2- 2 1 REFLECTED CEILING PLAN NOT USED 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 SBA S T U D 1 O S ARCHITECTURAL DESIGN 614 W77b1 W W W_SBA-STUDI OS_COM �O�.tjF, N L T H JF `/�c Lie o ? SCOTT BAKER n Lic. No. 18940 SCALE: 3/16" = 1'-0" (U.N.O.) SHEET # / DESCRIPTION REFLECTED CLG. PLAN A 1 3 gRCHITE�� DATE: 04.22.2021 SCOTT D. BAKER, LICENSE #18940 EXPIRATION DATE 04/30/2022 CONSTRUCTION DOCUMENTS SBA STUDIOS PROJECT # 2020-509 U J J 0 s U) Q m U) N 0 N u El 2 TYP. TYP. TYP. DECK BEARING ELEV. = 14'-0" A.F.F. ENTRY ELEVATION 1 3 I EXIT ELEVATION SIDE ELEVATION DECK BEARING ELEV. = 14'-0" A.F.F. FINISH FLOOR SIDE ELEVATION TYP. TYP. TYP. TYP. TYP. DECK BEARING+ _EV. = 14'-8" A.F.F. ELEVATION CODED NOTES O 1. ALUMINUM STOREFRONT GLAZING SYSTEM. MANUFACTURER TO DESIGN FOR WIND LOAD REQUIREMENTS PER CODE. 2. 8" EP HENRY 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. EP HENRY 8x16x8 BEAM LINTEL W/ VERTICAL SCORE @ CENTER OF BLOCK FOR SOLDIER COURSE APPEARANCE. APPLY MORTAR TO SCORE. 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. 11.1/2" RECESSED MASONRY PANEL 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. KhristopherTaggart, Digital Signature ARB Approved Plan June 2.2021 ELEVATION MATERIAL LEGEND STANDING SEAM METAL ROOF (SIERRA TAN FINISH) WfmomEP HENRY SCORED BOND Bj W/ SCORES GROUT EARTH TONE 21 B # DATE ISSUED WITH: CHANGE DESCRIPTION GREEN CLEAN AUTO WASH 3290 WORTH CROSSING CHARLOTTESVILLE, VA 22911 Green �I��n SBA S T U D 1 O S ARCH ITECTURAL DESIGN 614 W77b1 W W W-SBA-STUDIOS-COM ��O�.tjF, N L T H JF `/�c o ? SCOTT BAKER n Lic. No. 18940 SCALE: 3/16" = 1'-01, SHEET # / DESCRIPTION EXTERIOR ELEVATIONS A2 1 gRCHITE�� DATE: 04.22.2021 SCOTT D. BAKER, LICENSE #18940 EXPIRATION DATE 04/30/2022 CONSTRUCTION DOCUMENTS SBA STUDIOS PROJECT # 2020-509 U J J 0 s U Q m N 0 N 0 v 1 1 BUILDING SECTION :NRY 8x16x8 BEAM LINTEL RTICAL SCORE @ ER OF BLOCK, SEE CTURAL iING / ROOFING TO ALLOW UP TO ERTICAL DIFFERENTIAL MENT BETWEEN WALL AND ENT JOIST INATION BAR BEAM, SEE STRUCTURAL AEMBRANE PARTIALLY UP PET WALL MIN. (2) CMU COURSES DECK BEARING BEAM, SEE STRUCTURAL OF PLATFORM C.J. BEARING :NRY 8x4x16 CMU FINISH FLOOR B.O. FOOTING w w 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 Green lean ffl'"~A='jm�m sBA S T U D I O S ARCHITECTURAL DESIGN 614.562.7761 WWW.SBA-STUDIOS.COM ��_ p L T H pF o ? Q) SCOTT BAKER D Lic. No. 18940 SCALE: 1/2" = 1'-0" SHEET # / DESCRIPTION BUILDING SECTION A3 1 gRCMIT , DATE:04.22.2021 SCOTT D. BAKER, LICENSE #18940 EXPIRATION DATE 04/30/2022 CONSTRUCTION DOCUMENTS SBA STUDIOS PROJECT # 2020-509 Mj P.T. NAILER, SLOPE TOWARDS ROOF CONTINUOUS METAL COPING BENT TO DIMENSIONS INDICATED, SEE ELEVATIONS 12 r EP HENRY 8x16x8 BEAM LINTEL W/CadMEMBRANE VERTICAL SCORE CENTER OFBLOCK, ROOF OVER SEE STRUCTURAL MEMBRANE ROOF OVER MIN. R-25 MIN. R-25 RIGID INSULATION RIGID INSULATION MEMBRANE ROOF OVER MIN. R-25 I RIGID INSULATION CONTINUOUS METAL COPING 1/2 I I BENT ODIMENSIONS INDICATED, SEE ELEVATIONS BOND BEAM, SEE STRUCTURAL I ih P.T. NAILER, SLOPE 2" I TOWARDS ROOF EP HENRY 8x16x8 BEAM LINTEL I W/ VERTICAL SCORE @ CENTER RUN MEMBRANE UP PARAPET I OF BLOCK, SEE STRUCTURAL WALL & BENEATH COPING I DECK BEARING P.T. CANT STRIP —I P.T. CANT STRIP 7/16" OSB SHEATHING DECK BEARING I 1/2„ 3 5/8" METAL STUD WALL — ....... o ROOF SHEATHING, SEE T.O. MASONRY STRUCTURAL o BOND BEAM, SEE " BOND BEAM, SEE I I STRUCTURAL STRUCTURAL \ CUT BLOCK AS SEE STRUCTURAL FOR FRAMING NECESSARY FOR 7 OVER MASONRY OPENINGS \ / BOND BEAM, SEE REQUIRED HEIGHT STRUCTURAL CANOPY, INSTALL PER METAL ROOF JOISTS, SEE MANUFACTURER'S STAMPED STRUCTURAL SHOP DRAWINGS ROOF SHEATHING, SEE STRUCTURAL hy METAL ROOF JOISTS, SEE 717 STRUCTURAL 77 EP HENRY 8x4x16 CMU W/ CORE -FILL 500' INSULATED CORES (MIN 7.9 R-VALUE). °P INSULATED CORES NOT v9 0REQUIRED AT OUTSIDE `919 WALLS OF CAR WASH BAY LINER PANEL @ WALLS OF ih CAR WASH BAY 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 777 STRIPS @ 24" O.C. HORIZONTAL. PROVIDE MIN. R-13 RIGID INSULATION AND 5 MIL. VAPOR BARRIER 8" CMU WALL 4" CONCRETE SLAB (SEE 4" CONCRETE SLAB (SEE 4" CONCRETE SLAB (SEE STRUCTURAL PLANS) ON STRUCTURAL PLANS) ON STRUCTURAL PLANS) ON COMPACTED GRANULAR FILL COMPACTED GRANULAR FILL COMPACTED GRANULAR FILL AND VAPOR BARRIER. AND VAPOR BARRIER. PROVIDE AND VAPOR BARRIER. PROVIDE PROVIDE EXPANSION JOINT EXPANSION JOINT BETWEEN EXPANSION JOINT BETWEEN BETWEEN SLAB AND CMU SLAB AND CMU WALL 7 SLAB AND CMU WALL ft WALL SIDEWALK PER CIVIL DRAWINGS FINISH FLOORS .—._.—.—. FINISH FLOOR FINISH FLOOR - - a J J ---------------- J Of 2'4" r 2'-0" R-10 RIGID INSULATION r 2'-0" R-10 RIGID INSULATION F MIN MINlz w Of n a CONTINUOUS CONCRETE a < CONTINUOUS CONCRETE a CONTINUOUS CONCRETE ° Ia FOOTER PER FOUNDATION w I,- °. FOOTER PER FOUNDATION w ° I FOOTER PER FOUNDATION w PLAN. m PLAN. m PLAN. rn _00—J< B.O. FOOTING a`— !ej B.O. FOOTING B.O. FOOTING 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 Green lean sBA S T U D I O S ARCHITECTURAL DESIGN 614-562.7761 WWW.SBA-STUDIOS.COM T H pF `/�c ? BAKER v. 18940 I TE�� E SCOTT D. BAKER, LICENSE #18940 EXPIRATION DATE 04/30/2022 SCALE: 3/4" = 1'-0" SHEET#/ DESCRIPTION WALL SECTIONS A4 1 DATE: 04.22.2021 CONSTRUCTION DOCUMENTS SBA STUDIOS PROJECT# 2020-509 M P.T. NAILER, SLOPE TOWARDS ROOF CONTINUOUS METAL COPING BENT TO DIMENSIONS INDICATED, SEE ELEVATIONS M 2" EP HENRY 8x16x8 BEAM LINTEL W/ VERTICAL SCORE @ CENTER OF BLOCK, SEE STRUCTURAL P.T. NAILER, SLOPE TOWARDS ROOF CONTINUOUS METAL COPING 1/2" BENT TO DIMENSIONS BOND BEAM, SEE INDICATED, SEE ELEVATIONS --- 2 STRUCTURAL TERMINATION BAR, HALFWAY UP PARAPET WALL 2'-0" ABOVE ROOF FP HENRY 8x16x8 BEAM LINTEL W/ e VERTICAL SCORE @ CENTER OF t BLOCK, SEE STRUCTURAL 1 vrl MEMBRANE ROOF OVER MIN. R-25 RIGID INSULATION ROOF SHEATHING, SEE STRUCTURAL MEMBRANE ROOF OVER MIN. R-25 RIGID INSULATION RUN MEMBRANE UP PARAPET WALL & BENEATH COPING DECK BEARING P.T. CANT STRIP DECK BEARING k SEE STRUCTURAL FOR BOND BEAM, SEE STRUCTURAL ATTACHMENT DETAIL SEE STRUCTURAL DRAWINGS BOND BEAM, SEE FOR DECK ATTACHMENT STRUCTURAL 7177 METAL ROOF JOISTS, SEE STRUCTURAL TV \ \ CANOPY, INSTALL PER MANUFACTURER'S STAMPED \4 SHOP DRAWINGS 8" CMU 77, 77, SEE STRUCTURAL FOR FRAMING OVER MASONRY OPENINGS iv CONTINUOUS FLASHING w � w_ PROVIDE HORIZONTAL JOINT REINFORCING @ 16" O.C., TYP. SEE STRUCTURAL DRAWINGS FOR REINFORCING F7 OVERHEAD HIGH TRACK DOOR @ ENTRANCE SIDE. OVERHEAD COILING DOOR @ EXIT SIDE, COORDINATE WITH OWNER 4" CONCRETE SLAB (SEE STRUCTURAL PLANS) ON COMPACTED GRANULAR FILL AND VAPOR BARRIER. PROVIDE EXPANSION JOINT BETWEEN SLAB AND CMU WALL 4" CONCRETE SLAB (SEE STRUCTURAL PLANS) ON COMPACTED GRANULAR FILL AND VAPOR BARRIER. PROVIDE EXPANSION JOINT BETWEEN SLAB AND CMU WALL V. TURN DOWN SLAB DRIVE PER CIVIL DRAWINGS FINISH FLOOR FINISH FLOOR ° J w U CONTINUOUS CONCRETE ° FOOTER PER FOUNDATION U) PLAN. - J g w U D CONTINUOUS CONCRETE ° a FOOTER PER FOUNDATION U PLAN. ° I < = B.O. FOOTING, B.O. FOOTING 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 Green(Ulean, sBA S T U D I O S ARCH ITECT€#RAL DESIGN 614.562J761 W W W_SBA-STUUIOS_C0M �� pL T H pF `/mac o ? SCOTT BAKER v Lic. No. 18940 g11 RCMI '- x SCOTT D. BAKER, LICENSE #18940 EXPIRATION DATE 04/30/2022 SCALE: 3/4" = 1'-0" (U.N.O.) SHEET # / DESCRIPTION SECTIONS /DETAILS A4 2 DATE: 04.22.2021 CONSTRUCTION DOCUMENTS SBA STUDIOS PROJECT # 2020-509 U J J 0 0 W U Q m N 0 N N E n c 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" = T-0" 8' 7' 6' 5' 4' 3' 2 1' J J J J J J J J ------� 39"-41" -+------ 1'-3" 0" --- - - - - -- --- - - - - -- -- - -� -- - -- -- - -- —GRAB - - --- --------- --------- �— - BA - - - - --- --- MIRROR — -— —----— -- — -— —- - - .,_�, 3,6,I Z 3-1 - - 1-5 -- -- - - --- - - - - GRAB - - - --MIN------------- MIN- -- - -- - - — - GRAB BAR _. _._._. ._._. _ _._. ._._._._. ._._ _. _. ._. ._. _ J 0 _ _ _i.- __' 7_ to iv iN CIA 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 I ANSI MOUNTING HEIGHTS 13 ALUMINUM STOREFRONT CLEAR GLAZING, TYP. (1" INSULATED GLASS) TEMP TEMP TEMP 0 i� TEMP TEMP TEMP 3'-0" T-0" T-0" 3'-0" 16'-0" INTERIOR ELEVATION SCALE: 1/4" = 1'-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 BENT TO DIMENSIONS SHOWN CONTINUOUS CLEAT MEMBRANE ROOF OVER MIN. R-25 RIGID INSULATION METAL ROOF JOISTS, SEE STRUCTURAL HENRY MASONRY EP HENRY 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 V< n D ' p D 7— HENRY MASONRY SEALANT @ JOINTS, TYP. HOLLOW METAL DOOR FRAME, GROUT SOLID. SEE DOOR SCHEDULE DOOR, SEE SCHEDULE INTERIOR EXTERIOR INTERIOR I EXTERIOR — SCALE: 3" = V-0" SCALE: 3" = V-0" 10 EXTERIOR DOOR HEAD DETAIL 6 H.M. EXTERIOR DOOR JAMB DETAIL SEALANT AT JOINTS, TYP. 4„ 2x4 WOOD STUDS, TYP. 5/8" GYPSUM WALL BOARD, TYP. 5/8" SIGNAGE TO BE OF A LIGHT 2" DARK CONTRAST WITH A NON -GLARE FINISH RAISED CHARACTERS. SANS OR "SIMPLE" SERIF, z UPPER CASE ONLY. RAISED 0 � CHARACTER HEIGHT TO BE F- o 5/8" - 2" AND RAISE 1/32" MIN.=EXIT d = N wU) BASELINE OF CHARACTERS_U) BRAILLE, GRADE II REQUIRED z BOTTOM OF BRAILLE m 0 to SIGNAGE TO BE COMPLIANT ii WITH ANSI CHAPTER 7 LI: Q HOLLOW METAL DOOR STOP v HOLLOW METAL DOOR FRAME DOOR, SEE SCHEDULE FOR TYP SCALE: 1 1/2" = V-0" SCALE: 3" = V-0" 9 ANSI COMPLIANT SIGNAGE DETAIL 5 HOLLOW METAL DOOR HEAD/JAMB 4SONRY NRY MASONRY STEEL BEAM, SEE L FOR SIZE, PAINT iGES JOINTS, TYP. TOREFRONT SYSTEM DOOR, SEE SCHEDULE DOOR SWEEP 1/4" ANSI COMPLAINT LOW PROFILE THRESHOLD CONCRETE SLAB, TYP. SIDEWALK, SEE CIVIL DRAWINGS 1/2" EXPANSION JOINT .8. ,7, •6' •5, •4' -T .2 •1. SCALE: 3/8" = V-0" 3 STAFF ROOM RIGHT ELEVATION 0 L PA 2 7; 2 STAFF ROOM LEFT ELEVATION SCALE: 1 1/2" = V-0" SCALE: 3" = V-0" SCALE: 3/4" = V-0" 12 COPING DETAIL 8 EXTERIOR WINDOW HEAD DETAIL 4 EXTERIOR DOOR SILL DETAIL 1 NOT USED SCALE: 3/8" = V-0" 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 Green lea n C�f"~Cljm�m sBA S T U D I O S ARCHITECTURAL DESIGN 61A.562.7761 WWW.SBA-STUDIOS.COM ��_ p L T H pF o ? SCOTT BAKER 3:- Li c. No. 18940 SCALE: VARIES SHEET # / DESCRIPTION INT ELEV / DETAILS A5_1 gRCMIT , DATE:04.22.2021 SCOTT D. BAKER, LICENSE #18940 EXPIRATION DATE 04/30/2022 CONSTRUCTION DOCUMENTS SBA STUDIOS PROJECT # 2020-509 NI 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 N I HOOKED DOWEL TO MATCH q' v VERTICAL REINFORCING, LAP 48 BAR DIAMETER 16"x8" CONC. FOOTING W/ (2) #5 CONTINUOUS 10 I DUMPSTER ENCLOSURE SECTION Greenlean LO MEN on am -mall LIMESTONE SILL EP HENRY 16"x8"x4" CMU EARTH TONE 31B Handicapped Parking Only Van Accessible MINIMUM FINE $250.00 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 8" DIA CONCRETE FOOTING ............................... SCALE: 1-1/2" = V-0" 9 ACCESSIBLE PARKING SIGNAGE GALVANIZED STL. PIPE FILLED W/ CONCRETE CROWNED @ TOP. Ar SEE PLAN FOR PIPE SIZE 1/2" EXPANSION JOINT I4 a wr i a_ F� a- co PIT is i r D O W @W0 <I w Cl) a a co :. .'. �W a 'd { 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 LIMESTONE CAP, TYP.—\ EP HENRY 16"x8"x4" CMU EARTH TONE 31 B� z z U) v LL O a O r 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. (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 OPEN AND CLOSED POSITIONS TO 3 o co RECEIVE LATCH ROD fV - 6_ IL",2 CONTROL JOINT 0" 2'-0" 101-------------------- -� CONC. FILLED 6" DIA. BOLLARD, 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,"Rlean, AL"~AIII=�MmM sBA S T U a 1 O S ARCHITECTURAL DESIGN 614-50-7761 WWW_SBA-STUDI©S_C©M ED SCOTT D. BAKER, LICENSE #18940 EXPIRATION DATE 04/30/2022 SCALE: VARIES SHEET#/DESCRIPTION SITE DETAILS A6 1 DATE: 04.22.2021 CONSTRUCTION DOCUMENTS 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 _______ - a� 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 403.3 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 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 PART i ]GO 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 404.2.3.3 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 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 v iv 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.a. 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. z 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 REQUIRED REACH DEPTH OVER THE OBSTRUCTION. THE HIGH FORWARD REACH Gov 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 X 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"~. .1-7-25; (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. v 403.5.7 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. 306.3.3 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 'v INTERESTING OF TWO WALKING SURFACES THAT PROVIDE A T SHAPE PERMITTED TO BE REDUCED AT A RATE OF 1 INCH (25 mm) IN DEPTH FOR 7 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. M MI . 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 a0 60" MIN. 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 � m ` o OF THE OBSTRUCTION SHALL BE 34 INCHES (865 MM) MAXIMUM ABOVE THE 404.1 GENERAL: DOORS AND DOORWAYS THAT AREA 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 0 305.1 GENERAL: A CLEAR FLOOR SPACE SHALL COMPLY WITH SECTION 305. 1_� ___4 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. -to 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. ,-60" 305.3 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 a04.2.s,a04.2.7,AND aoa.z.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 M 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 l J INCHES (685 mm) AND NOT MORE THAN 80 INCHES (2030 mm) ABOVE THE (A) 10" MAX. (B) 10"-24" 32 INCHES (815 mm) MINIMUM. CLEAR OPENING WIDTH OF DOORWAYS WITH FLOOR SHALL PROTRUDE 4 INCHES 100 mm) MAXIMUM HORIZONTALLY INTO MAX. 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 ^ ^ =co 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 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 OD 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 307.3 POST -MOUNTED OBJECTS: OBJECTS ON POTS OR PYLONS SHALL BE MAXIMUM. ANSI SECTION 401: ACCESSIBLE ROUTES 0/ ° ° A L----------- SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE OR ADJOIN SLIDING DOOR PERMITTED TO OVERHANG 4 INCHES (100 mm) MAXIMUM WHERE MORE THAN 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 5 SOME OBJECT EITHER INCHES (mm) SHALL HAVE THE LOWEST EDGE 36" MIN CLEARANCES COMPLYING WITH SECTIONS 305.7.1, AND 305.7.2 SHALL BE PROVIDED, AS APPLICABLE. MINIMUM ABOVE THE FLOOR. (66885 mm) MAXIMUM OR 80 INCHES (2030 mm)) OR. 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 3 1 ------------- 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. . -a°o 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 n �, ', 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) COMPONENTS OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH THE MAXIMUM ABOVE THE FLOOR. APPLICABLE PORTIONS OF THIS STANDARD. (A) PULL SIDE 1 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 a 1 0 S ARCHITECTURAL DESIGN 614-50-7761 WWW_SBA-STUUI©S_C©M ��O�y,�-NTH OF`/�C o ? SCOTT BAKER n Lic. No. 18940 4RCHIT '�- SCOTT D. BAKER, LICENSE #18940 EXPIRATION DATE 04/30/2022 SCALE: VARIES SHEET #/DESCRIPTION ANSINOTES A 7 1 DATE: 04.22.2021 CONSTRUCTION DOCUMENTS SBA STUDIOS PROJECT # 2020-509 O r v 1413 HP-1 re RH 1.0 EF-2 7 90 L=1 3 1924 O &_ 24x24" 11 EF-3/ T ®2000 J 0 4"OUP 4"OUP SUPPLY SIDE OF CAR WASH TO BE STAINLESS STEEL TYP. OF TWO LOCATIONS. --� CODED NOTES O1 PROVIDE AND INSTALL NEW CEILING MOUNTED MAKE—UP AIR UNIT. SEE SCHEDULE ON THIS SHEET FOR MORE INFORMATION. UNIT SHALL BE FURNISHED WITH TWO SETS OF STANDARD FILTERS. CONTRACTOR TO REPLACE FILTERS PRIOR TO OPENING OF STORE. O2 PROVIDE AND INSTALL THERMOSTAT AT 5'-0" AFF. FIELD VERIFY THERMOSTAT LOCATION WITH OWNER. PROVIDE LOCKING COVER FOR THERMOSTAT. ® LL=1 HVAC CONTRACTOR TO PROVIDE AND INSTALL AN OUTSIDE AIR INTAKE LOUVER FOR MAKE—UP AIR UNIT. PROVIDE RUSKIN MODEL #ELF375X, 36"Wx24"H WITH A MIN. FREE AREA OF 2.6 SQUARE FEET. PROVIDE AND INSTALL PLENUM AT LOUVER AS SHOWN. ALL WALL CUTTING, FLASHING, ETC. TO BE DONE BY THE LANDLORD'S CONTRACTOR AT THIS CONTRACTOR'S EXPENSE. FIELD COORDINATE EXACT LOCATION AND REQUIREMENTS PRIOR TO STARTING WORK. ® PROVIDE AND INSTALL GAS FIRED RADIANT HEATER SUSPENDED FROM CEILING. PROVIDE WITH THERMOSTAT WITH NIGHT SETBACK. SEE SCHEDULE FOR MORE INFORMATION. O OMIT © EF-1 NUTONE MODEL #671RB CEILING MOUNTED EXHAUST FAN COMPLETE WITH INTEGRAL BACK DRAFT DAMPER, SPEED CONTROL AND ALUMINUM GRILLE SHALL BE PROVIDE AND INSTALLED BY THE HVAC CONTRACTOR. EXHAUST CAPACITY SHALL BE 90 CFM AT A PRESSURE UP TO 0.2" S.P. FAN SHALL BE 120V., 1 PH., 60 HZ. TRANSITION FROM FAN DISCHARGE TO DUCT SIZE SHOWN AND EXTEND UP THRU ROOF. TERMINATE WITH FLASHING, BIRD SCREEN AND RAIN CAP. EXHAUST TO TERMINATE A MINIMUM OF 10'-0" FROM ANY FRESH AIR INTAKE. ALL ROOF CUTTING, FLASHING, ETC. TO BE DONE BY THE LANDLORD'S ROOFING CONTRACTOR AT THIS CONTRACTOR'S EXPENSE. THE EXHAUST FAN SHALL BE WIRED TO OPERATE WHENEVER THE TOILET ROOM LIGHT IS SWITCHED ON. O EF-2 NUTONE MODEL #671RB CEILING MOUNTED EXHAUST FAN COMPLETE WITH INTEGRAL BACK DRAFT DAMPER, SPEED CONTROL AND ALUMINUM GRILLE SHALL BE PROVIDE AND INSTALLED BY THE HVAC CONTRACTOR. EXHAUST CAPACITY SHALL BE 90 CFM AT A PRESSURE UP TO 0.2" S.P. FAN SHALL BE 120V., 1 PH., 60 HZ. TRANSITION FROM FAN DISCHARGE TO DUCT SIZE SHOWN AND EXTEND UP THRU ROOF. TERMINATE WITH FLASHING, BIRD SCREEN AND RAIN CAP. EXHAUST TO TERMINATE A MINIMUM OF 10'-0" FROM ANY FRESH AIR INTAKE. ALL ROOF CUTTING, FLASHING, ETC. TO BE DONE BY THE LANDLORD'S ROOFING CONTRACTOR AT THIS CONTRACTOR'S EXPENSE. THE EXHAUST FAN SHALL BE WIRED BY THIS CONTRACTOR TO THERMOSTAT CONTROLLED CONTACT TO OPERATE WHENEVER THE ROOM TEMPERATURE SET POINT. ® EFEF3 LOREN COOK MODEL #ACEB135C5B HVAC CONTRACTOR SHALL FURNISH AND INSTALL WHERE SHOWN ON PLANS A ROOF MOUNTED 1181 RPM) EXHAUST FAN. UNIT SHALL HAVE A CAPACITY OF 2000 CFM ® .375" E.S.P. WITH 1/2 HP MOTOR, 120V., 1 PH., 60 HZ WITH A WEIGHT OF 75 LBS. UNIT SHALL INCLUDE A PREFABRICATED SOUND ATTENUATING ROOF MOUNTED AND AUTOMATIC BACKDRAFT DAMPER. FAN AND HOUSING SHALL BE OF ALUMINUM CONSTRUCTION WITH A BACKWARD INCLINED NON —OVERLOADING FAN WHEEL. UNIT SHALL BE BELT DRIVE WITH DRIVES SIZED FOR 125% OF RATED CAPACITY. MOUNTING OF FAN SHALL BE BY THE HVAC CONTRACTOR WITH ALL CUTTING, FLASHING, ETC. TO BE DONE BY THE GENERAL CONTRACTOR'S. AT THIS CONTRACTOR'S EXPENSE. EXHAUST SHALL BE LOCATED A MINIMUM OF 10'-0" FROM ANY OUTSIDE AIR INTAKE. EXHAUST FAN TO BE ACTIVATED BY SWITCH. COORDINATE EXACT LOCATION OF SWITCH WITH ELECTRICAL CONTRACTOR AND GENERAL CONTRACTOR BEFORE WORK BEGINS. O9 PROVIDE AND INSTALL 4" DRYER VENT OR SIZED AS REQUIRED BY DRYER MANUFACTURER. EXTEND THRU WALL AND CAP WITH VENT HOOD WITH INTEGRAL BACKDRAFT DAMPER. FIELD COORDINATE ALL REQUIREMENTS PRIOR TO STARTING WORK. 0 MUA-2 19240 MUA-2 10 RGRG1 TITUS MODEL #350RLF1 PROVIDE AND INSTALL 24"x24" SURFACE MOUNTED DIFFUSER. DIFFUSER TO BE ALUMINUM, SURFACE MOUNTED BORDER, WITH OPTIONAL OPPOSED BLADE DAMPER FOR BALANCING. OR EQUAL. 11 UNDERCUT DOOR 3/4" FOR AIR TRANSFER 12 PROVIDE AND INSTALL WALL MOUNTED DAIKIN MINI SPLIT AS SCHEDULED ON SHEET THIS SHEET. MOUNT UNIT WHERE SHOWN ON PLANS AS RECOMMENDED BY MANUFACTURE. UNIT SHALL BE FURNISHED WITH TWO SETS OF STANDARD FILTERS. CONTRACTOR TO REPLACE FILTERS AFTER COMPLETION OF ALL WORK. FIELD COORDINATE EXACT LOCATION. 1O2 13 PROVIDE AND INSTALL NEW HEAT PUMP ON ROOF. SEE SCHEDULE ON THIS SHEET FOR ADDITIONAL UNIT INFORMATION. PROVIDE AND INSTALL EQUIPMENT SUPPORTS RAILS FOR UNIT TO SIT ON. ALL ROOF CUTTING, FLASHING, ETC. REQUIRED SHALL BE DONE BY ROOFING CONTRACTOR AT THIS CONTRACTORS EXPENSE. INSTALL WITH ALL MINIMUM CLEARANCES AS REQUIRED BY UNIT MANUFACTURER. FIELD COORDINATE EXACT LOCATION AND REQUIREMENTS. 14 EXTEND REFRIGERANT LINES FROM CONDENSING UNIT TO INDOOR FAN UNIT AND MAKE FINAL CONNECTIONS. REFRIGERANT LINES SHALL BE SIZED PER MANUFACTURER'S REQUIREMENTS. CONTRACTOR TO PROVIDE INSULATION, VALUING, OIL TRAPS, DRYER, SIGHT GLASSES AND ACCESSORIES AS REQUIRED FOR A COMPLETE AND OPERABLE SYSTEM. FIELD COORDINATE EXACT RUN OF LINES PRIOR TO STARTING WORK. 15 PROVIDE AND INSTALL CONDENSATE PUMP FOR FAN COIL. CONDENSATE DRAIN TO BE A MINIMUM OF 3/4" AND BE TRAPPED WITH A TRAP DEPTH OF 1.5 X UNITS TOTAL STATIC PRESSURE (MINIMUM 4" DEEP). EXTEND DRAIN FROM FURNACE COOLING COIL TO NEAREST APPROVED RECEPTACLE. FIELD COORDINATE. 924 rr MUA-1 J� rrr 01924 �� 24"x24" 0 D S X 1 It M 200 CF0 N PROVIDE 20"x3O" LOUVER IN BASE OF EACH DOOR. 0 � SUPPLY SIDE OF CAR WASH TO BE STAINLESS STEEL TYP. OF TWO LOCATIONS. J HVAC PLAN 3/16"=1'-0" HVAC SPECIFICATIONS 1. GENERAL A. THIS CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, SERVICES AND TOOLS, PROVIDE A COMPLETE MECHANICAL SYSTEM AS SHOWN ON THE DRAWINGS AND CALL FOR IN SPECIFICATIONS. B. ALL WORK SHALL BE PERFORMED IN A HEAT, PROFESSIONAL MANNER USING GOOD CONSTRUCTION PRACTICES. C. THIS CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS AND INSPECTIONS REQUIRED FOR THIS WORK. D. COORDINATE EXACT REQUIREMENTS AND LOCATION OF WORK WITH THE WORK OF OTHER TRADES PRIOR TO FABRICATION. PROVIDE ADDITIONAL OFF —SETS AND SECTIONS OF DUCTWORK AND PIPING AS MAY BE REQUIRED TO MEET JOB CONDITIONS. COORDINATE EXACT ROUTING WITH OTHER TRADES SO THAT NO CONFLICT OCCURS. 2. CODES A. ALL WORK SHALL CONFORM TO STATE, COUNTY, CITY AND LOCAL CODES AND ORDINANCES, SAFETY AND HEALTH CODES, NFPA CODES, ENERGY CODES AND ALL OTHER APPLICABLE CODES AND REQUIREMENTS. THIS CONTRACTOR SHALL INQUIRE INTO ANY COMPLY WITH ALL APPLICABLE CODES, ORDINANCES AND REGULATIONS. 3. GUARANTEE A. THIS CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORK PROVIDED UNDER THE CONTRACT AND SHALL MAKE GOOD, REPAIR OR REPLACE AT THE CONTRACTOR'S OWN EXPENSE, ANY DEFECTIVE WORK, MATERIAL OR EQUIPMENT DISCOVERED WITHIN A PERIOD OF 1 YEAR FROM THE DATE OF ACCEPTANCE. 4. HEATING, VENTILATING. AND AIR CONDITIONING A. THIS CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, SERVICES AND TOOLS NECESSARY FOR THE FURNISHING, INSTALLATION, COMPLETION AND TESTING OF ALL WORK FOR THE HVAC SYSTEM AS SHOWN ON THE DRAWINGS. LEGEND AND NOTES* NEW DUCTWORK TOQS THERMOSTAT/SENSOR XXXX1 AIR DEVICE TYPE CEILING SUPPLY AIR DIFFUSER ??? CFM AMOUNT SUPPLY AIRFLOW RETURN AIRFLOW CEILING RETURN AIR GRILLE CA OUTSIDE AIR SA SUPPLY AIR ® CEILING EXHAUST AIR GRILLE RA RETURN AIR TURNING VANE FD FIRE DAMPER C I BRANCH TAKE —OFF WITH J ` BALANCING DAMPER # I DATE I ISSUED WITH: CHANGE DESCRIPTION GREEN CLEAN AUTO WASH 3290 WORTH CROSSING C.HARI C)TTFS\/II IF \/A 99Q11 'r. Gin Clean mom auto-weih DAN R RHODES > Lic. No. 29925 SCALE: AS NOTED SHEET # / DESCRIPTION HVAC PLAN X I _ �• DATE:03.16.2021 \L CONSTRUCTION DOCUMENTS R..M AEG PROJECT # 21121 * ALL SYMBOLS MAY NOT BE USED HVAC INDOOR MINI SPLIT SCHEDULE HEAT PUMP SCHEDULE MARK MANUFACT. CFM ENT COOLING HEATING VOLTS/ FILTERS WEIGHT REMARKS MARK MANUFACT./ NOMINAL REFRIG./ VOLTS/ MCA MOCP EER/SEER COP WEIGHT REMARKS MODEL # DB/WB MBH MBH PHASE LBS MODEL TONS LBS. PHASE LBS MS-1 DAIKIN 700 80'/67' 21.2 24 208/230 1 "FLAT 27 HP-1 DAIKIN 2 R-410A 208/230 18.3 20 12.5/18.0 3.50 108 FTX24NMVJU 10 RX24NMVJU — 1� NOTES: 1. ALL COOLING CAPACITIES SHOWN ARE BASED ON AN AMBIENT OUTDOOR TEMPERATURE OF 957. 2. ALL CAPACITIES LISTED ARE MINIMUM REQUIRED QUANTITIES. 3. ALL COMPRESSORS SHALL HAVE 5 YEAR WARRANTIES SERVICED BY INSTALLING CONTRACTOR, ALL HEAT EXCHANGES TO HAVE A 10 YR WARRANTY. 4. PROVIDE WITH 1" FLAT FILTER AND FLAT RACK AS PROVIDED BY MANUFACTURER. 5. CONTRACTOR SHALL INSTALL ALL NEW FILTERS PRIOR TO TEST AND BALANCE WORK. 6. PROVIDE LOW AMBIENT COOLING CAPABILITY DOWN TO 0'F. 7. PROVIDE 7 DAY DIGITAL PROGRAMMABLE THERMOSTAT. 8. CONTRACTOR TO FIELD VERIFY VOLTAGE AND PHASE WITH ELECTRICAL CONTRACTOR PRIOR TO ORDERING UNIT. HVAC HEATER SCHEDULE FURNACE FAN MANUFACT./ GAS HEAT COMBUST. EXTERNAL VOLTS/ MARK CFM FRESH AIR MODEL INPUT OUTPUT EFFICIENCY STATIC HP PHASE FILTERS MCA MOCP REMARKS MUA-1 1924 1924 CAMBRIDGE 400 368 92% 06 1 208 1"FLAT 6.25 15 MODEL S400 3 MUA-2 1924 1924 CAMBRIDGE 400 368 92% .06 1 208 1"FLAT 6.25 15 MODEL S400 3 NOTES: 1. CONTRACTOR SHALL INSTALL ALL NEW FILTERS PRIOR TO TEST AND BALANCE WORK. 2. ALL HEATERS SHALL HAVE 2 YEAR WARRANTIES SERVICED BY INSTALLING CONTRACTOR, ALL STAINLESS CAMBRIDGE BURNER TO HAVE A 5 YR WARRANTY. 3. ALL CAPACITIES LISTED ARE MINIMUM REQUIRED QUANTITIES. 4. ALL UNITS TO BE BELT DRIVEN. 5. PROVIDE 7 DAY DIGITAL PROGRAMMABLE THERMOSTAT. 6. CONTRACTOR TO FIELD VERIFY VOLTAGE AND PHASE WITH ELECTRICAL CONTRACTOR PRIOR TO ORDERING UNIT. RADIANT HEATER SCHEDULE HEATING MARK MANUFACTURER/ HP VOLTS/ FLA MOCP WEIGHT REMARKS FLUE INPUT OUTPUT AFUE MODEL SIZE MBH MBH % PHASE LBS RH-1 DAYTON — 30 24.6 82 — 120 0.1 15 18 1, 2 3E132E 1 1: NOTES: 1. ALL CAPACITIES LISTED ARE MINIMUM REQUIRED QUANTITIES. 2. PROVIDE A WALL MOUNTED SWITCH. # I DATE I ISSUED WITH: CHANGE DESCRIPTION GREEN CLEAN AUTO WASH 3290 WORTH CROSSING C.HARI C)TTFS\/II IF \/A 99Q11 r Gin DAN R RHODES > Lic. No. 29925 Clean lute-weih SCALE: AS NOTED SHEET # / DESCRIPTION HVAC PLAN M2 DATE: 03.16.2021 CONSTRUCTION DOCUMENTS AEG PROJECT # 21121 CODED NOTES O1 FLAG POLE LIGHTING. CIRCUIT AS INDICATED. LIGHTING TO BE CONTROLLED BY COOPER LIGHTING CONTROLLER. CIRCUIT THROUGH LIGHTING CONTROLER CIRCUIT F2. SEE LIGHT FIXTURE SCHEDULE ON SHEET E2 FOR MORE INFORMATION. O MENU SIGN. PROVIDE AND INSTALL NEMA 3R J-BOX FOR 20 AMP DEDICATED CIRCUIT WITH ISOLATED GROUND FOR MENU SIGN. RUN CONDUIT AND WIRING UNDERGROUND TO BUILDING EXTERIOR WALL, UP WALL AND CONNECT TO DISCONNECT AND WIRING ABOVE CEILING IN AN ACCESSIBLE AREA. CIRCUIT AS INDICATED. SIGN SHALL BE ON ALL OF THE TIME (24 HOURS, 7 DAYS). COORDINATE EXACT REQUIREMENTS WITH SIGN SUPPLIER PRIOR TO ROUGH -IN. COORDINATE EXACT LOCATION WITH SIGN SUPPLIER OR OWNER REPRESENTATIVE PRIOR TO ROUGH -IN. O3 PROVIDE 60A-3P, NF, NEMA 3R DISCONNECT SWITCH AT THIS LOCATION FOR VACUUM. RUN (3) #8 AND (1) #10 IN 1" CONDUIT FROM THIS LOCATION TO MOTOR CONTROL CENTER (MCC). VERIFY LOCATION AND REQUIREMENTS WITH EQUIPMENT SUPPLIER PRIOR TO ROUGH -IN. SEE EQUIPMENT SCHEDULE SHEET E1 FOR ADDITIONAL INFORMATION. ® EXTERIOR SIGN. PROVIDE AND INSTALL NEMA 3R J-BOX FOR 20 AMP DEDICATED CIRCUIT WITH ISOLATED GROUND FOR SIGN. RUN CONDUIT AND WIRING UNDERGROUND TO BUILDING EXTERIOR WALL, UP WALL AND CONNECT TO DISCONNECT AND WIRING ABOVE CEILING IN AN ACCESSIBLE AREA. CIRCUIT AS INDICATED. SIGN SHALL BE CONTROLLED BY COOPER LIGHTING CONTROLLER. COORDINATED EXACT REQUIREMENTS WITH SIGN SUPPLIER PRIOR TO ROUGH -IN. COORDINATE EXACT LOCATION WITH SIGN SUPPLIER OR OWNER REPRESENTATIVE PRIOR TO ROUGH -IN. OS EXTERIOR POLE MOUNTED AREA LIGHT. CIRCUIT AS SHOWN. RUN (2) #12 THWN AND (1) #12 GIRD. IN 3/4" CONDUIT FROM PANEL TO THIS LOCATION. LIGHTING TO BE CONTROLLED BY COOPER LIGHTING CONTROLLER. CIRCUIT THROUGH LIGHTING CONTROLLER CIRCUIT F3. VERIFY LOCATION AND QUANTITY WITH OWNER REPRESENTATIVE PRIOR TO ROUGH -IN. SEE POLE LIGHT DETAIL THIS SHEET FOR MORE INFORMATION. POLE TO BE STRAIGHT ROUND STEEL TYPE WITH THICKNESS RATED FOR EPA OF 1 HEADS — © RUN (2) #12 THWN AND (1) #12 GRID. IN 3/4" CONDUIT FROM CIRCUIT 'P-22' IN PANEL TO THIS LOCATION. CIRCUIT TO BE CONTROLLED VIA COOPER LIGHTING CONTROLLER. VERIFY LOCATION , \ WITH OWNER REPRESENTATIVE PRIOR TO ROUGH —IN. SEE LIGHT FIXTURE SCHEDULE ON SHEET E2 FOR MORE INFORMATION. SEE LIGHT FIXTURE SCHEDULE SHEET E2 FOR LIGHT FIXTURE MANUFACTURER AND MODEL NUMBER. O7 SEE LOW VOLTAGE GATE DETAIL SHEET E3. ���� ® RUN 1" EMPTY CONDUIT WITH PULL WIRE BELOW GRADE FROM EXTERIOR RECLAIM TANKS TO BUILDING. STUB -UP CONDUIT ON INTERIOR OF BUILDING IN RECLAIM AREA. COORDINATE EXACT REQUIREMENTS AND STUB -UP LOCATION WITH OWNER v \ REPRESENTATIVE PRIOR TO STARTING WORK. COORDINATE WITH / O9 PLUMBING CONTRACTOR. Og EXTERIOR POLE MOUNTED FLOOD LIGHT. LIGHTING TO BE CONTROLLED BY COOPER LIGHTING CONTROLLER. CIRCUIT THROUGH LIGHTING CONTROLLER CIRCUIT F3. VERIFY LOCATION, QUANTITY AND AIMING WITH OWNER REPRESENTATIVE PRIOR TO ROUGH —IN. PROVIDE ALL NECESSARY MOUNTING HARDWARE AS REQUIRED FOR A COMPLETE / \ AND OPERATIONAL SYSTEM. / / / �D 7 �\ \ 10 VAC ARM LIGHTING: 120V, 40 WATTS EACH. EC TO PROVIDE AND 5 INSTALL 2—#10 & 1—#10 GROUND IN 3/4" CONDUIT FROM CIRCUIT \ SHOWN ON DRAWINGS, THROUGH LIGHTING CONTROLLER TO LIGHTS. EC TO MAKE CONNECTION TO LIGHTS IN ACCESS PANEL IN VAC ARM / / o VAC POST. / MCC P-22 / 6 1 \ P-11,13 � \ / P ,9 \ -36 / MENU / ' O 2 I 2 SIGN -35 O 10 TYP. OF 10 4 \ -39 \ 8 O O \ / SIGN O O 4 / — P-48 1 \ O 10 TYP. OF 9 VAC_a MCC 9 3 o \ \ \\\ /// // /� SITE PLAN 10__ r SEE FIXTURE SCHEDULE ON SHEET E2 �'Cp / --- \1 NOTE: ANCHOR BOLTS AS REQ'D BY MFR. 20" DIA. CONCRETE BASE FLUSH WITH GROUND. #6 GIRD. 5'-0" (4) #4 RE -ROD VERTICAL SPACED EQUALLY 5/8"x 8' GALVANIZED GND. ROD. - POLE LIGHT DETAIL N. T. S. NOTE: NOT ALL POLE LIGHTS ARE TWO HEADED GENERAL NOTES 1. MINIMIZE CONDUITS UNDER PAVEMENT BY ROUTING ALONG EDGE OF PARKING LOT. 2. PROVIDE PULL WIRE IN ALL SPARE CONDUITS. 3. ALL TRENCHING UNDER ROADWAY/ PARKING LOT AREA TO BE BACKFILLED WITH GRAVEL UP TO GRADE LEVEL UNLESS OTHERWISE NOTED. 4, SITE LIGHTING TO BE CONTROLLED BY COOPER LIGHTING CONTROLLER. SEE SHEET E2 FOR ADDITIONAL INFORMATION. 5. REFER TO UTILITY CO. DRAWINGS PRIOR TO PRIMARY DUCT, TELEPHONE AND CATV (IF REQUIRED) INSTALLATION. SITE ELECTRICAL NOTES 1. PROVIDE ALL EXCAVATION, CONDUIT, FITTINGS, CONCRETE, ENCASEMENT OF CONDUIT (IF REQUIRED), GRANULAR BACKFILL, FLUSH MOUNTED JUNCTION BOXES AND WIREING NECESSARY TO INSTALL ALL SITE LIGHTING AND UNDERGROUND FEEDS AS SHOWN ON THE PLANS. 2. TOPS OF FOUNDATIONS ARE TO BE CHAMFERED AND THE VOID BETWEEN THE POLE BASE AND THE TOP OF THE FOUNDATION IS TO BE GROUTED. PROVIDE WEEP HOLES. 3. ALL TRENCHING IS TO BE BACKFILLED WITH GRITS OR PEA GRAVEL UP TO GRADE LEVEL. BANK RUN OR 304 GRAVEL MAY BE USED AT SURFACE JUST BELOW PAVEMENT OR CONCRETE. ELECTRICAL CONTRACTOR IS TO DISPOSE OF ALL FOUNDATION AND TRENCH SPOILS OFF SITE OR ON SITE IN AREAS DESIGNATED. # I DATE I ISSUED WITH: CHANGE DESCRIPTION GREEN CLEAN AUTO WASH 3290 WORTH CROSSING CHARLOTTESVILLE, VA 22911 Green pJJJ(o` f�^ L. v DAN R RHODcS > Lic. No. 29925 Clean butwwaih 7402 East Broad Street Blacklick, Ohio 43004 Phone: 614.322.7050 Fax: 614.322.7049 www.aegltd.com MEP Building Consultants SCALE: AS NOTED I SHEET#/DESCRIPTION I I SITE PLAN I spi I DATE:03.16.2021 1 I CONSTRUCTION DOCUMENTS I AEG PROJECT # 21121 ---------- I I I I I I I ----------�----------� L----------J L — — — — — — — — — — — — — j L----------J RUN CONDUIT AND WIRING FOR ALL EQUIPMENT DIRECTLY FROM EQUIP. CONNECTION POINT TO MOTOR CONTROL CENTER. NO SPLICES ARE PERMITTED. EC SHALL VERIFY ALL CONDUIT, LOW VOLTAGE, AND EQUIPMENT LOCATIONS / REQUIREMENTS WITH CAR WASH EQUIPMENT DRAWINGS PRIOR TO BID AND INSTALL. ELECTRICAL LEGEND � 120 VOLT, 20 AMP, DUPLEX RECEPTACLE (�'GFCI 120 VOLT, 20 AMP, GROUND FAULT INTERRUPTER RECEPTACLE 120 VOLT, 20 AMP, DOUBLE DUPLEX RECEPTACLE #CLG 120 VOLT, 20 AMP, CEILING MOUNTED DUPLEX RECEPTACLE $ SINGLE GANG 20A LIGHTING SWITCH VERIFY SWITCHPLATE AND RECEPTACLE $3 THREE WAY 20A LIGHTING SWITCH PLATE FINISHES WITH OWNER $OS 20A OCCUPANCY SENSOR LIGHTING SWITCH ❑M MOTOR OPERATED DAMPER BY HVAC CONTRACTOR QJ 120 VOLT, 20 AMP, JUNCTION BOX 3F TELEPHONE/ DATA MOUNTING PLATE AND PULL STRING TO ABOVE ACCESSABLE CEILING. PROVIDE 3/4"C. TO ABOVE ACCESSABLE CEILING WHERE NECESSARY. LOW VOLTAGE WIRING TO BE BY OTHERS. X EQUIPMENT DIRECT CONNECTION POINT. VERIFY REQ. WITH EQUIPMENT SUPPLIER. • CONDUIT STUB —IN LOCATION. STUB —UP AND CAP ALL SPARE CONDUIT. EC SHALL ENSURE THAT ALL SPARE CONDUIT CONTAINS PULL WIRE. MOUNT ALL LIGHT SWITCHES AT 48" AFF TO MATCH EXISTING MOUNT ALL RECEPTACLES AT 18"AFF TO MATCH EXISTING UNLESS NOTED OTHERWISE. EQUIPMENT SCHEDULE ITEM NO.* QUANTITY DESCRIPTION VOLTAGE PHASE AMPERAGE 1—A 1 RECLAIM PUMP STATION 480 3 7.6 1—D 1 R.O. FILTRATION SYSTEM 480 3 3.4 1—E 1 R.O. REPRESSURIZER 480 3 7.6 1—P 1 WATER SOFTNER 120 1 0.6 1—X 1 R.O. REJECT PUMP 480 3 3.4 2—A 1 PREP GUN PUMP 480 3 11.0 10—A 2 AIR COMPRESSOR 480 3 14.0 10—B 2 WRAP RETRACT MOTOR (D.S.) 480 3 1.65 10—C 2 WRAP RETRACT MOTOR (P.S.) 480 3 1.65 10—L 1 AIR DRYER 120 1 5.8 10—Q 1 WRAP MOTOR EXIT (DS) 480 3 1.65 10—R 1 WRAP MOTOR EXIT (PS) 480 3 1.65 11—A 1 TIRE BRUSH POWER RACK 480 3 7.6 12—K 1 OMNI MOTOR (TOP) 480 3 1.65 13—M 2 H-25 PENDULUM PUMP 480 3 21.0 15—A 2 SIDE BRUSH POWER UNIT 480 3 7.6 15—H 1 SIDE BRUSH 50" POWER UNIT 480 3 7.6 18—B 1 CONVEYOR POWER UNIT 480 3 14 20—C 1 PAY STATION 120 1 15 20—D 1 GATE 120 1 15 23-4 1 MITTER/MOROT SFM901 (FB) 480 3 3.4 24-6 1 PENDULUM/MITTER MOTOR SFM807 480 3 3.4 5—A TO 11 BLOWER MOTOR #1 TO #11 480 3 17 29-3 1 PIPE LIGHT, LED IP69K (SIGN) 120 1 0.57 29—E 1 T.S.A. (SIGN) 120 1 2.5 29—G 1 SPOT FREE (SIGN) 120 1 2.5 30—C 1 (WAIT & GO) INSTRUCTION SIGN 120 1 2.5 30—E 1 ENTRANCE INSTRUCTIONAL CABINET 120 1 15 30—G 1 PKG. RECEIVED SIGN 120 1 15 30-1 1 MENU DISPLAY 120 1 15 32 1 UNIMAC WASHER TYPE—(202) 208 3 — 33—D 2 HYDRAFLEX PUMP 480 3 9.0 37—H 2 VACUUM — AREA 'A' 480 3 40 *VERIFY EQUIPMENT ITEM NUMBER AND LOCATION PRIOR TO STARTING WORK. POWER PLAN 3/16"=1'-0" CODED NOTES P-63 1O CAR WASH EQUIPMENT. VERIFY LOCATION WITH OWNER REPRESENTATIVE PRIOR TO ROUGH —IN. SEE SHEET E5 FOR CIRCUITING INFORMATION. VERIFY ALL ELECTRICAL REQUIREMENTS WITH EQUIPMENT SUPPLIER PRIOR TO STARTING WORK. O EC SHALL PROVIDE AND INSTALL COMPRESSION FITTINGS AT ALL DRYER CONNECTION POINTS. EC SHALL PROVIDE AN EXTRA 24" WHIP AT EACH DRYER LOCATION. EC SHALL NOT RUN MORE THAN (3) CIRCUITS WITHIN EACH 1" CONDUIT FOR DRYERS. O3 PROVIDE NEMA 3R J—BOX AND WATER TIGHT CONDUIT FOR 20 AMP DEDICATED CIRCUIT WITH ISOLATED GROUND FOR SIGN. RUN CONDUIT UNDER SLAB AND UP NEAREST WALL TO PANEL 'P' FOR SIGN. CIRCUIT INTO PANEL 'P', COORDINATE EXACT REQUIREMENTS WITH SIGN SUPPLIER PRIOR TO ROUGH —IN. VERIFY EXACT LOCATION WITH SIGN SUPPLIER OR OWNER REPRESENTATIVE PRIOR TO ROUGH —IN. ® PROVIDE AND INSTALL WEATHERPROOF J—BOX FOR EQUIPMENT. VERIFY REQUIREMENTS WITH EQUIPMENT SUPPLIER PRIOR TO ROUGH —IN. VERIFY EXACT LOCATION WITH OWNER PRIOR TO STARTING WORK. RUN 1" EMPTY CONDUIT WITH PULL WIRE FROM THIS LOCATION TO LOCATION DESIGNATED BY OWNER. O PROVIDE AND INSTALL WEATHERPROOF J—BOX FOR START / STOP BUTTON. RUN 1" EMPTY CONDUIT PULL WIRE TO ABOVE ACCESSIBLE CEILING TO ELECTRICAL ROOM OR LOCATION DESIGNATED BY EQUIPMENT SUPPLIER. COORDINATE EXACT REQUIREMENTS WITH EQUIPMENT SUPPLIER PRIOR TO STARTING WORK. © RH-1: 120V, 10. COORDINATE REQUIREMENTS WITH MECHANICAL CONTRACTOR PRIOR TO STARTING WORK. O7 PROVIDE 120V QUAD RECEPTACLE FOR DVR SYSTEM. VERIFY LOCATION AND MOUNTING HEIGHT WITH OWNER REPRESENTATIVE PRIOR TO ROUGH —IN. ®EC SHALL PROVIDE DIRECT CONNECTION TO EQUIPMENT. COORDINATE EXACT REQUIREMENTS WITH EQUIPMENT SUPPLIER PRIOR TO ROUGH —IN. O PROVIDE J—BOX FOR GARAGE DOOR. RUN CONDUIT UNDER SLAB FROM PANEL "P" TO THIS LOCATION. VERIFY LOCATION WITH OWNER REPRESENTATIVE PRIOR TO ROUGH —IN. 10 EC TO PROVIDE 1-1/2" CONDUIT WITH PULL WIRE FROM THIS LOCATION TO PAY STATION. VERIFY LOCATION WITH OWNER REPRESENTATIVE PRIOR TO ROUGH —IN. 11 RUN 1" EMPTY CONDUIT WITH PULL WIRE FROM THIS LOCATION TO DVR. VERIFY LOCATION AND REQUIREMENTS WITH OWNER REPRESENTATIVE PRIOR TO ROUGH —IN. 12 MS-1 (WALL MOUNTED): POWERED FROM OUTDOOR HP-1 UNIT. INCLUDE IN BID ALL WORK REQUIRED FOR A COMPLETE SYSTEM. COORDINATE WITH MECHANICAL CONTRACTOR. 13 HP-1: 208V, 10, 18.3A. PROVIDE AND INSTALL 30A-3P NON —FUSED NEMA 3R DISCONNECT SWITCH AT UNIT ON ROOF. RUN (2) #12 THHW AND (1) #12 GRID IN 3/4" CONDUIT FROM DISCONNECT SWITCH TO 20A-2P BREAKER IN PANEL. CIRCUIT AS INDICATED. COORDINATE WITH MECHANICAL CONTRACTOR. 14 MAU-1 AND MAU-2 (IN CEILING): COORDINATE REQUIREMENTS WITH MECHANICAL CONTRACTOR. SEE SHEET E5 FOR CIRCUITING INFORMATION. INCLUDE IN BID ALL WORK REQUIRED FOR A COMPLETE SYSTEM. 15 4.5KW, 208V, 10 WATER HEATER. EC TO PROVIDE AND INSTALL 2—#10 & 1—#10 GROUND IN 3/4" CONDUIT FROM A 30A/2P NON —FUSED DISCONNECT TO A 30A/2P BREAKER IN PANEL SHOWN ON DRAWINGS. COORDINATE REQUIREMENTS WITH PLUMBING CONTRACTOR PRIOR TO STARTING WORK. MAKE FINAL LIQUID TIGHT CONNECTION TO UNIT. 16 75 KVA 3—PHASE STEP—DOWN TRANSFORMER. FLOOR MOUNTED. 480V PRIMARY, 208V SECONDARY. 17 EC TO PROVIDE AND INSTALL J—BOX FOR LOW —VOLTAGE CONNECTION TO MOTOR CONTROL CENTER(MCC). PRIOR TO INSTALLATION COORDINATE WITH CAR WASH EQUIPMENT DRAWINGS FOR LOCATION AND NUMBER OF 24V WIRES NEEDED. 18 EC TO PROVIDE AND INSTALL 2" CONDUIT FROM THIS LOCATION TO PHONE DEMARC. 19 EC TO PROVIDE AND INSTALL 120V DUPLEX RECEPTACLE WITHIN 18" OF TOP OF WINDOW. PRIOR TO INSTALLATION COORDINATE LOCATION WITH OWNERS REPRESENTATIVE. 20 EC TO PROVIDE AND INSTALL J—BOX FOR LOW —VOLTAGE CONNECTION TO RECLAIM & R.T.S. SYSTEM. PRIOR TO INSTALLATION COORDINATE WITH CAR WASH EQUIPMENT DRAWINGS FOR LOCATION AND NUMBER OF 24V WIRES NEEDED. 21 EC TO PROVIDE AND INSTALL J—BOX FOR LOW —VOLTAGE CONNECTION TO TUNNEL CONTROLLER. PRIOR TO INSTALLATION COORDINATE WITH CAR WASH EQUIPMENT DRAWINGS FOR LOCATION AND NUMBER OF 24V WIRES NEEDED. ©WATER SERVICE BOOSTER PUMP: 480V, 30, 9.6A. EC TO PROVIDE AND INSTALL 3—#12 AND 1—#12 IN 3/4" CONDUIT FROM A J—BOX AT CONTROL PANEL TO A 15A/3P BREAKER IN PANEL SHOWN ON DRAWINGS. COORDINATE WITH PLUMBING CONTRACTOR. # I DATE I ISSUED WITH: CHANGE DESCRIPTION GREEN CLEAN AUTO WASH 3290 WORTH CROSSING C.HARI C)TTPS\/II IF \/A 99Q11 Green Clean �� auto -wash DAN 11 RHODES > Lic. IND. 29925 7402 East Broad Street Blacklick, Ohio 43004 Phone: 614.322.7050 Fax: 614.322.7049 www.aegltd.com MEP Buildinq Consultants SCALE: AS NOTED I SHEET # / DESCRIPTION I El DATE:03.16.2021 A CONSTRUCTION DOCUMENTS n..+s AEG PROJECT # 21121 P-5 L — — — — — — L — — — — — — — — — — — — — — — — — L L — — — — — — — — L LIGHT FIXTURE SCHEDULE TYPE MANUFACTURER & MODEL # DESCRIPTION LAMP LOCATION R1 WILLIAMS 1X4 LAMP SURFACE (2)32W T8 RESTROOM, SERVER #17-4-232—A—EB2—UNV MOUNT FLUORESCENT ROOM OR EQUAL BY OWNER FIXTURE R2 LSI 6" DIAMETER (2)26W QUAD R2—HALL #PDL6K LED 08L 120 40 WH / LRD6 HSG FLUORESCENT P1—SALES OR EQUAL BY OWNER DOWN LIGHT R3 OWNER SELECTED PENDANT LIGHT 1 — 8W LED R4 LSI 6" DIAMETER LED 1 — 14W LED WET LOCATION #WF6 LED 3OK40K50K 90CRI MW DOWN LIGHT RATED. S1 WILLIAMS 4' — (2) LAMP (2)32W T8 MECHANICAL #76-4-232—EB2—UNV STRIP FLOURESCENT X1 WILLIAMS SINGLE FACE LED INCLUDED #EXIT/EM/LED—R—WHT—RC—D BATTERY POWERED LED EXIT SIGN REM WILLIAMS DOUBLE REMOTE (2)MR16 #WETDRHL—BLK HEAD INCLUDED T1 LITO LED TRACK HEAD SUN OFFICE #LP04W — 4' TRACK, #LP941W — END FEED MOUNTED ON JUNO #88340—SU #LT812W — HEAD 4' TRACK SECTION 8W G1 LSI FLAG POLE 40 LED FLAG POLE #XFLMSPLED49HOCWUEBLK/ LIGHTING INCLUDED BKAXFLMSMC 23" BLK STANCHION A GARDCO EXTERIOR POLE MOUTED 160W LED EXTERIOR SITE #ECF—S-48L-1A—WW—G2-4—HIS—BK FLOOD LIGHTING. MOUNT INCLUDED LIGHTING ON POLE AT 14' ABOVE FINISHED GRADE W1 TLI TERON LIGHTING EXTERIOR SCONCE 36.5W LED EXTERIOR BUILDING #GRDW36 L36.5—ZE1050 120 LIGHTING OR EQUAL W2 LSI TUNNEL WALL MTD. LED 8OW LED TUNNEL LIGHTING #TLWP LED 10L UNV DIM 40 BZA INCLUDED W3 LSI EXTERIOR WALL MTS. LED 34W LED EXTERIOR BUILDING #XWMFTLED040UEBLK LIGHTING. MOUNT AT 11'-0" INCLUDED LIGHTING ABOVE FINISHED GRADE. NOTE: LIGHTING CONTROL SYSTEM: COOPER LK-8 CONTROLS: F1: EXTERIOR WALL MTD. FIXTURES. F2: EXTERIOR SIGN. F3: EXTERIOR POLE MTD. FIXTURES. FLAG POLE LIGHTING. N Ld I N N LIGHTING PLAN 3/16"=V-0" CODED NOTES O1 EF-1 IS A CEILING MOUNTED EXHAUST FANS BY MECHANICAL CONTRACTOR. FANS TO BE CONTROLLED BY THE LIGHT SWITCH IN RESTROOM OR OFFICE. COORDINATE WITH MECHANICAL CONTRACTOR PRIOR TO STARTING WORK. O EF-2 IS A CEILING MOUNTED EXHAUST FAN BY MECHANICAL CONTRACTOR. FAN IS TO BE CONTROLLED BY THE THERMOSTAT. CIRCUIT AS INDICATED. COORDINATE REQUIREMENTS WITH MECHANICAL CONTRACTOR PRIOR TO STARTING WORK. O3 EF-3: 120V, 13.6A. ROOF MOUNTED FAN, CONTROLLED BY SWITCH. CIRCUIT AS INDICATED. COORDINATE REQUIREMENTS WITH MECHANICAL CONTRACTOR PRIOR TO STARTING WORK. ® CIRCUIT THROUGH COOPER LIGHTING CONTROLLER CIRCUIT F1. O5 PROVIDE AND INSTALL J—BOX AND CONDUIT TO INTERIOR OF SPACE FOR 20 AMP DEDICATED CIRCUIT WITH ISOLATED GROUND FOR EACH SIGN. CONNECT TO DISCONNECT, AND WIRING ABOVE CEILING IN AN ACCESSIBLE AREA FOR SIGN. COORDINATE EXACT REQUIREMENTS AND LOCATION WITH SIGN SUPPLIER PRIOR TO ROUGH —IN. MAKE ALL FINAL CONNECTIONS TO SIGN. SIGN TO BE CONTROLLED VIA THE COOPER LIGHTING CONTROLLER. ALL ROOF PENETRATIONS ARE TO BE MADE BY THE GC. CONTROLLED THROUGH LIGHTING CONTROLLER CIRCUIT F2. © CIRCUIT ALL EXIT, EMERGENCY, AND NIGHT LIGHTS AHEAD OF ALL LOCAL SWITCHING. NOTES: 1. EC SHALL FURNISH AS —BUILT DRAWINGS FOR ELECTRIC POWER SYSTEMS WITHIN 30 DAYS OF SYSTEM ACCEPTANCE. 2. EC SHALL FURNISH 0&M INSTRUCTIONS FOR SYSTEMS AND EQUIPMENT TO THE BUILDING OWNER OR DESIGNATED REPRESENTATIVE. 3. EC SHALL TEST THE LIGHTING TO ENSURE PROPER CALIBRATION, ADJUSTMENT, PROGRAMMING, AND OPERATION. # DATE ISSUED WITH: CHANGE DESCRIPTION GREEN CLEAN AUTO WASH 3290 WORTH CROSSING CHARLOTTESVILLE, VA 22911 Green Clean Bute -wash 7402 East Broad Street Blacklick, Ohio 43004 Phone: 614.322.7050 Fax: 614.322.7049 www.aegltd.com MEP Building Consultants q. /JI//y���{`"'` A 0� f u DAN R.RHODIES > Ltc. No. 29925 � r Al, SCALE: AS NOTED SHEET # /DESCRIPTION LIGHTING PLAN E2 DATE:03.16.2021 CONSTRUCTION DOCUMENTS AEG PROJECT # 21121 'C J ------------------------- I I I � I I I I L---------- J II JryIHIFF y l I I I I L----------J 20 0 BRINE TANK Biwa '�i' I L----------------- I J CODED NOTES 0 20 0 21 3 o i U 3/4" EMPTY CONDUIT WITH PULL WIRE. ROUTE CONDUIT TO INDICATED LOCATION. O2 1" EMPTY CONDUIT WITH PULL WIRE. ROUTE CONDUIT TO INDICATED LOCATION. 0 2" EMPTY CONDUIT WITH PULL WIRE. ROUTE CONDUIT TO INDICATED LOCATION. ® 3" EMPTY CONDUIT WITH PULL WIRE. ROUTE CONDUIT TO INDICATED LOCATION. 5Z� . TE�7 I (6w"�� -@� rII) 11 ®<2 1—C 2 14 I I - - -- - - - - - - - - - o- -i --- - --- - ---- 2—D II tit I� O2 J I I L----------J EC SHALL FIELD VERIFY ALL CONDUIT LOCATIONS AND REQUIREMENTS WITH OWNER REPRESENTATIVE. TO NETWORK SWITCH #12C POWER 5—CAT6 CABLES 120VA20 AMP 3 FROM GATE AND 2 FROM KIOSK PAY STATION 1ST KIOSK CAN BE USED AS A HOME RUN RFlD JUNCTION POIINT. 3' 4' HI ALL LOW VOLTAGE CONDUITS 1—CAT6 TO BE 1" OR 1-1/4- WHEN NEEDED. TO NETWORK SWITCH 6—CAT6 CABLES 4 FROM GATE AND 2 /3 #12AWG POWER '20VAC 20 AMP FROM KIOSK 4' 3-#12AWG POWER ` 4'-6" MIN DE 0'-6" 3-CAT6 1 -6 RUN TO IT RACK o I�gl 9' MIN 3-#12AWG POWER L J LOOP C DUIT GATE 4'-6" DE , \ —T 4-CAT6 -6 RUN TO IT RACK c wa Iwgl I b� 9' MIN N LI L LOW VOLTAGE PLAN 3/16"=V-0" (9) CAT6 CABLES MCC (4) CAT6 CABLES RTC NOTE: EC TO PROVIDE AND INSTALL 1 CAT6 CABLE FROM IT RACK TO BELOW CEILING ON WALL ABOVE MCC PANEL SERVER LOW VOLTAGE GATE DETAIL N.T.S. # DATE ISSUED WITH: CHANGE DESCRIPTION GREEN CLEAN AUTO WASH 3290 WORTH CROSSING C.HARI C)TTFS\/II I F \/A 99Q11 Green Cllean r 1111tA' path 7402 East Broad Street Blacklick, Ohio 43004 Phone: 614.322.7050 Fax: 614.322.7049 www.aegltd.com MEP Building Consultants L SCALE: AS NOTED SHEET #/DESCRIPTION Lf�� 'c �; oAN��ODEs > Lic. No. 29925 LOW VOLTAGE PLAN E3 Al- DATE:03.16.2021 CONSTRUCTION DOCUMENTS AEG PROJECT # 21121 GENERAL ELECTRICAL NOTES G21. SHOP DRAWINGS & SUBMITTALS: SUBMIT MANUFACTURERS' STANDARD PRODUCT G1. COMPLETE SYSTEMS: PROVIDE LABOR, MATERIALS, EQUIPMENT, AND INFORMATION, PERFORMANCE SPECIFICATIONS, PHYSICAL DIMENSIONS, AND OTHER TRANSPORTATION TO RECEIVE, INSTALL, ADJUST, AND PUT INTO OPERATION INFORMATION NECESSARY FOR ENGINEER TINSURE COMPLIANCE WITH COMPLETE ELECTRICAL SYSTEMS IN ACCORDANCE WITH THE INTENT OF THE SPECIFICATIONS. SHOP DRAWINGS SHALLB BE SUBMITTED FOR APPROVAL PRIOR TO CONTRACT DOCUMENTS. PROVIDE PRODUCTS NOT MENTIONED BUT OBVIOUSLY ORDERING AND INSTALLING ANY EQUIPMENT. NECESSARY AND INCIDENTAL TO THE COMPLETION OF THIS WORK. G2. SCOPE: WORK SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: G22. PROJECT RECORD DOCUMENTS: UPON COMPLETION OF WORK, PREPARE LIGHTING AND MECHANICAL WORK REQUIRED FOR COORDINATION, POWER DISTRIBUTION, FIRE POWER PROJECT RECORD DOCUMENTS ("AS-BUILTS") ON A SUITABLY REPRODUCIBLE ALARM SYSTEM, AND INSTALLATION OF MATERIALS. MEDIUM ( MYLAR OR VELLUM) PRESENT COMPLETED DRAWINGS TO OWNER, AND TWO SETS OF PRINTS TO INTERIOR DESIGNER OR ARCHITECT. AS -BUILT" DRAWINGS G3. UTILITIES: COORDINATE WITH ALL UTILITY SERVICES. NOTIFY UTILITIES OF SHALL INCLUDE ALL BRANCH CIRCUIT WORK, ANY PANELBOARD INFORMATION COMMENCEMENT OF WORK. MAKE ALL ARRANGEMENTS FOR TEMPORARY SERVICES. AVAILABLE, FINAL SWITCHING, ETC. PROVIDE ALL WORK AND MATERIALS NECESSARY TO COMPLY WITH ALL UTILITY G23. WARRANTY: WARRANT ALL MATERIALS, EQUIPMENT, AND INSTALLATION FOR A REGULATIONS AND REQUIREMENTS. PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE BY OWNER. G4. PERMITS: OBTAIN ALL NECESSARY PERMITS TO BEGIN AND CONTINUE WITH WORK. PAY ALL ASSOCIATED FEES FOR PERMITS AND OTHER MUNICIPAL AND GOVERNING REQUIREMENTS. GENERAL LIGHTING NOTES G5. EXPERIENCE: ALL WORK DONE SHALL BE PERFORMED BY QUALIFIED ELECTRICIANS, UNDER THE SUPERVISION AND DIRECTION OF A SUPERINTENDENT HAVING L1. FIXTURE TYPES: REFERENCE LIGHTING FIXTURE SCHEDULE AND REFLECTED SUCCESSFUL EXPERIENCE INSTALLING AND SUPERVISING EQUIPMENT AND SYSTEMS CEILING PLAN FOR COMPLETE DESCRIPTION OF EACH FIXTURE TYPE. LIGHT OF SIMILAR TYPE AND SIZE AS INDICATED BY CONTRACT DOCUMENTS. FIXTURES ARE IDENTIFIED BY LETTERS AND SYMBOLS. G6. REGULATIONS: ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH CURRENT L2. SWITCHING CONTROL: LOWERCASE LETTER SHOWN ADJACENT TO SWITCHES RULES, REGULATIONS, AND INDUSTRY STANDARDS OF THE NATIONAL ELECTRICAL INDICATES CONTROL OF FIXTURES WITH SAME LOWERCASE LETTER. SWITCHES CODE, UL, IPCEA, NEMA, NFPA, OSHA, NATIONAL ELECTRICAL SAFETY CODE, ADA, SHOWN ARE FOR LOCATION ONLY. MORE THAN ONE SWITCH SHOWN ADJACENT TO AND ANY LOCAL CODES, LAWS, OR ORDINANCES. IN THE EVENT THAT A ANOTHER INDICATES GANGING REQUIRED WITH A SINGLE COMMON FACE PLATE. DISCREPANCY IS FOUND IN THE CONTRACT DOCUMENTS, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY. L3. SWITCH LOCATIONS: TYPICAL SWITCHING SHALL BE LOCATED INSIDE EACH ROOM G7. COSTS AND CONDITIONS: EXAMINE AND BECOME FAMILIAR WITH ALL CONTRACT NEAR THE STRIKE SIDE OF EACH DOOR. MOUNT SWITCHES AT 48" HEIGHT ABOVE DOCUMENTS IN THEIR ENTIRETY. SURVEY THE PROJECT AND BECOME FAMILIAR FINISHED FLOOR. WITH EXISTING CONDITIONS AND SCOPE OF WORK. ALL COSTS SUBMITTED SHALL L4. EXIT SIGNS: FURNISH EXIT SIGNS WITH INTEGRAL 90 MINUTE NICKEL -CADMIUM BE BASED ON A THOROUGH KNOWLEDGE OF ALL WORK AND MATERIALS REQUIRED. BATTERY BASED EMERGENCY POWER SOURCE. EXIT SIGNS INDICATED SHALL MATCH ANY ADDITIONAL COSTS DUE TO FAILURE TO COMPLY WITH THIS REQUIREMENT EXISTING. SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. G8. SPECIFICATIONS: BECOME FAMILIAR WITH ALL SPECIFICATIONS, DESIGN L5. EMERGENCY LIGHTING: SUPPLY EMERGENCY FIXTURES WITH INTEGRAL 90 MINUTE CRITERIA, AND EQUIPMENT REQUIREMENTS PRIOR TO ANY EQUIPMENT PURCHASE OR BATTERY POWER SOURCE. INSTALLATION. REFERENCE SPECIFICATIONS FOR DEVICES, MATERIALS AND L6. FIXTURE LOCATIONS: REFERENCE REFLECTED CEILING PLAN FOR EXACT LOCATIONS WORKMANSHIP REQUIREMENTS. ADDITIONAL REQUIREMENTS ARE GIVEN IN THESE OF LIGHT FIXTURES. COORDINATE INSTALLATION IN FIELD WITH ARCHITECT AND NOTES AND THE DRAWINGS. THERE SHALL BE NO DEVIATION FROM SPECIFICATIONS ENGINEER. COORDINATE AIMING OF ADJUSTABLE FIXTURES IN FIELD WITH WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER. LIGHTING CONSULTANT. G9. COORDINATION: COORDINATE WORK WITH ALL OTHER TRADES. GIVE SPECIAL L7. INSTALLATION: WIRE FROM JUNCTION BOXES TO FIXTURES OR SWITCHES AS CONSIDERATION TO COORDINATING INSTALLATION OF LIGHTING, SPRINKLER INDICATED. ADDITIONAL JUNCTION BOXES MAY BE REQUIRED BEYOND THOSE PIPING, AND DUCTWORK. COORDINATE WALL OUTLET LOCATIONS WITH MILLWORK. SHOWN. COORDINATE WALL SWITCHES WITH DOOR SWINGS. VERIFY EXACT LOCATION, COLOR AND FINISH OF OUTLETS AND DEVICES WITH INTERIOR DESIGNER, ARCHITECT, OR L8. SUPPORT ALL FIXTURES FROM STRUCTURE ABOVE. IN NO CASE SHALL CEILING DESIGNATED TENANT REPRESENTATIVE PRIOR TO INSTALLATION. TILES OR PLASTER CEILING SUPPORT ANY FIXTURE. G10. PRODUCTS: ALL PRODUCTS SHALL BE NEW, SPECIFICATION GRADE. PRODUCTS OF A SIMILAR NATURE SHALL BE OF THE SAME TYPE AND MANUFACTURER. PROVIDE THE STANDARD PRODUCTS OF MANUFACTURERS REGULARLY ENGAGED IN THE GENERAL POWER NOTES PRODUCTION OF SPECIFIED PRODUCTS, UNLESS OTHERWISE REQUIRED BY DRAWINGS. ALL PRODUCTS SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH NATIONALLY RECOGNIZED AND ACCEPTED STANDARDS AND PROCEDURES. P1. GENERAL: VERIFY EXACT LOCATION OF OUTLETS AND DEVICES WITH ARCHITECT G11. COMPATIBILITY: ALL NEW ELECTRICAL DISTRIBUTION EQUIPMENT SHALL MATCH PRIOR TO INSTALLATION. PROVIDE OUTLET BOXES, DEVICES, COVER PLATES, AND AND BE COMPATIBLE WITH EXISTING EQUIPMENT, BY MANUFACTURER, TYPE, FLANGES AS REQUIRED. APPLICATION, AND SHORT CIRCUIT RATING. P2. COORDINATION: MOUNT ALL OUTLETS AT 18" A.F.F. UNLESS NOTED OTHERWISE. G12. IDENTIFICATION: ALL ELECTRICAL DISTRIBUTION EQUIPMENT, TRANSFORMERS, AND CONFIGURATIONS OF DEVICES NOT INDICATED ON THESE DRAWINGS. PANELBOARDS, AND OTHER ENCLOSED EQUIPMENT SHALL BE IDENTIFIED AS REFERENCE SAME DRAWINGS FOR EQUIPMENT NOT IDENTIFIED. INDICATED IN THE CONTRACT DOCUMENTS. SAID IDENTIFICATION SHALL CONSIST OF PERMANENTLY ATTACHED ENGRAVED LAMINATED PLASTIC NAMEPLATES. EACH P3. CONVENIENCE OUTLETS: ALL CONVENIENCE OUTLETS SHOWN SHALL BE NEMA TYPE BRANCH CIRCUIT OERCURRENT PROTECTION DEVICE SHALL BE IDENTIFIED BY CIRCUIT NUMBER AND SCHEDULED INSIDE PANEL DOOR. EACH BRANCH CIRCUIT 5-20R, SPECIFICATION GRADE (HUBBELL #5352) DUPLEX RECEPTACLES WITH COVER PLATES TO MATCH EXISTTIING. E FY COLOR WITH ARCHITECT. SPLICE OR TERMINATION SHALL BE IDENTIFIED BY PANEL AND CIRCUIT DESIGNATION SHOWN ON THE JUNCTION OR OUTLET BOX, OR UPON INDIVIDUAL ACCEPTABLE MANUFACTURERS: WIRES IN CASES WHERE MORE THAN ONE OF EACH PHASE CONDUCTOR OCCUR. HUBBELL G13. WIRING: ALL CONDUCTORS CARRYING GREATER THAN 50 VOLTS SHALL BE MINIMUM PN ASS PASS & SEYMOUR #12 AWG, SOLID, CU, SOFT DRAWN OF 98% CONDUCTIVITY, UNLESS NOTED OTHERWISE. FLOOR SERVICE BOXES: PROVIDE STEEL CITY CONCEALED SERVICE FLOOR BOXES INSULATION: PROVIDE TYPE THW, THWN, THHN, OR XHHW TYPE INSULATIONS. CONFIGURED AS INDICATED ON PLAN. PROVIDE POWER, COMMUNICATIONS, DATA & COORDINATE INSULATION TYPES WITH CONDITIONS, NEC REQUIREMENTS, AND SECURITY WHERE SHOWN. PROVIDE #GAB CAST PRESET FOR WORK IN CONCRETE. CONDUIT FILL REQUIREMENTS. ALL WIRING SIZES ARE BASED ON 60 C OR 75 C REFERENCE ARCHITECT'S DRAWINGS, PLANS & ELEVATIONS FOR ALL HEIGHTS, DIMENSIONS, INSULATION, ACCORDING TO CURRENT RATING, REGARDLESS OF ACTUAL INSULATION "AC" "MC" REQUIRED TO BE SUPPORTED INDEPENDENT SUSPENDED CEILING FRAMING ASSEMBLIES. WHERE ONLY A SINGLE DUPLEX AND TELEPHONE ARE REQUIRED, PROVIDE STEEL USED. TYPE OR CABLE IS ACCEPTABLE ONLY WITH TYPE THHN CITY MINIATURE CONCEALED SERVICE FLOOR BOX. INSULATION. P4' UND DEVICIG) AND GRONFA ULT ISOLATED020 HOME RUNS: PROVIDE MINIMUM # 10 AWG WIRING ON ALL HOMERUNS GREATER THAN INTERRUIPTE( FI) DEVICES SHALL BE RATEDALL AMPE ES AND SHALL HAU EDAN 100 FEET. DEDICATED INS LATED GREEN GROUND WIRE. THE GROUND WIRE SHALL BE RUN CONTINUOUS AND UNSPLICED BETWEEN DEVICE AND PANEL GROUND BUS. NEUTRALS: SIZE ALL NEUTRALS FULL UNLESS SPECIFICALLY REDUCED ON PLANS. PROVIDE OVERSIZED NEUTRALS FOR FEEDERS AND SEPARATE NEUTRALS FOR BRANCH ISOLATED GROUND RECEPTACLES SHALL BE UL LISTED 20 AMPERE (HUBBELL CIRCUITS SERVING DIGITAL COMPUTER EQUIPMENT. #IG-5352). G14. GROUNDING: ALL CIRCUITS SHALL BE RUN WITH A #12 AWG INSULATED GREEN COPPER GROUND WIRE, UNLESS OTHERWISE NOTED. USE OF CONDUIT AS A GROUND IS UNACCEPTABLE. AT TRANSFORMERS: PROVIDE GROUNDING ELECTRODE CONDUCTORS FROM ALL SEPARATELY DERIVED SYSTEMS. GROUND TO BUILDING STEEL, EARTH, OR METALLIC COLD WATER PIPE, PER NEC 250.50 AND 250.52. G15. CONDUIT: AL WIRING SHALL BE IN CONDUIT, MINIMUM 1/2" ( E.M.T. IS ACCEPTABLE WITH COMPRESSION FITTINGS ONLY ). FLEXXIBLE METAL CONDUIT IS ACCEPTABLE ONLY WITH SEPARATE INSULATED GROUND WIRE, AND ONLY FOR SWITCH DROPS OR LIGHTING FIXTURE WHIPS. ENT, ALUMINUM CONDUIT, NM ("ROMEX"), NMC, AND SNM ARE NOT ACCEPTABLE. RIGID CONDUIT: CONDUIT OVER 2" IN DIAMETER; OR EXPOSED TO WEATHER; OR EXPOSED TO POTENTIAL DAMAGE; OR USED FOR SERVICE ENTRANCE SHALL BE GALVANIZED RIGID STEEL TYPE. ROUTING: CONDUIT ROUTING SHOWN IS SYMBOLIC AND DIAGRAMMATIC. INSTALL CONDUIT TO FIT ACTUAL FIELD CONDITIONS. GROUND FAULT RECEPTACLES SHALL BE UL LISTED, RATED 20 AMPERES (HUBBELL #GF-5362). P5. TIME CLOCKS: PROVIDE EZ CONTROLS 24-HOUR, 7-DAY TIME CLOCK TO CONTROL SIGNS, LIGHTING, AND OTHER CYCLIC LOADS IDENTIFIED BY OWNER'S REPRESENTATIVE. PROVIDE CONTACTORS AS REQUIRED. VERIFY EXACT LOCATION AND WIRING REQUIREMENTS. P6. INSTALLATION: DROP FROM JUNCTION BOXES TO DEVICES AS INDICATED. ADDITIONAL JUNCTION BOXES MAY BE REQUIRED BEYOND THOSE SHOWN. P7. P8. PROVIDE CONTROL WIRING AND CONDUIT FROM ALL NECESSARY A/C CONTROLS. VERIFY EXACT REQUIREMENTS WITH EQUIPMENT SUPPLIER AND HVAC CONTRACTOR. P9. EQUIPMENT EXPOSED TO WEATHER SHALL BE WEATHERPROOF. G16. CONDUIT FITTINGS: ALL FITTING SHALL BE COMPRESSION OR THREADED TYPE. USE OF SET SCREW FITTINGS IS NOT ACCEPTABLE. SPECIAL SYSTEMS NOTES G17. CIRCUIT BREAKERS: ALL BRANCH CIRCUIT OERCURRENT PROTECTION DEVICES S1. TELEPHONE SYSTEM: PROVIDE BACKBOARDS, CONDUITS, AND PULL STRINGS. SHALL BE 20 AMPERE INVERSE TIME TYPE CIRCUIT BREAKERS UNLESS NOTED COORDINATE WORK WITH TELEPHONE COMPANY AND TELEPHONE CONTRACTOR. OTHERWISE. 120/240 VOLT CIRCUIT BREAKERS SHALL BE RATED AT 10,000 AIC COORDINATE CONDUIT ROUTING WITH FIELD CONDITIONS. PROVIDE CONDUIT FOR MINIMUM. ALL 277/480 VOLT CIRCUIT BREAKERS SHALL BE RATED AT 14,000 AIC TRUNKS. PROVIDE CONDUIT FOR RUNS EXPOSED TO WEATHER OR DAMAGE. MINIMUM, UNLESS NOTED OTHERWISE (REFERENCE ELECTRICAL ONE LINE AND RISER DIAGRAMS). MULTI- POLE BREAKERS SHALL BE INTEGRAL UNITS. USE OF HANDLE S2. TELEPHONE/DATA RECEPTACLES: FURNISH AND INSTALL 3/4" CONDUIT AND TIES IS NOT ACCEPTABLE. PULL STRINGS FROM OUTLETS TO 6" ABOVE CEILING. VERIFY EXACT REQUIREMENTS WITH TELEPHONE EQUIPMENT SUPPLIER AND INSTALLER. G18. FUSES: ALL FUSES 600 AMPERES OR LESS SHALL BE UL LISTED, CLASS RK1 OR J, LOW -PEAK, DUAL ELEMENT, TIME DELAY, 600 VOLT. ACCEPTABLE MANUFACTURERS: BUSSMAN, GOULD SHAWMUT. G19. PENETRATIONS: COORDINATE FLOOR PENETRATIONS WITH STRUCTURAL ENGINEER. ALL PENETRATIONS THROUGH FIRE -RATED SLABS AND PARTITIONS SHALL BE FIRE PROOFED TO THE SAME OR GREATER RATING THAN THAT OF THE SLAB OR PARTITION. WHERE CONFLICTS OCCUR, NOTIFY ARCHITECT OR INTERIOR DESIGNER. G20. ALTERNATES & SUBSTITUTIONS: SUBMIT FOR APPROVAL, 10 DAYS PRIOR TO PRESENTATION OF BID TO OWNER, ALTERNATES OF ALL ITEMS SPECIFIED ON THESE DRAWINGS. ALTERNATES SUBMITTED LATER THAN 10 DAYS PRIOR WILL NOT BE CONSIDERED. THE CONTRACTOR SHALL BEAR THE BURDEN OF SHOWING PROOF THAT ALTERNATES REQUESTED FOR SUBSTITUTION PERFORM IN AN EQUAL OR SUPERIOR MANNER TO THE SPECIFIED ITEM. INFORMATION SUBMITTED FOR ENGINEER'S CONSIDERATION SHOULD INCLUDE PERFORMANCE CHARACTERISTICS, ILLUSTRATION OF FIELD APPLICATION, AND COMPARISON OF THE SPECIFIED ITEM TO THE INTENDED ALTERNATE. "ALTERNATE" REFERS TO A LUMINAIRE, FIXTURE, DEVICE, EQUIPMENT ITEM, OR MANUFACTURER OTHER THAN THAT SPECIFIED ON THE DRAWINGS OR IN THE SPECIFICATIONS. 600A MAIN DISTRIBUTION GROUND BAR PANEL -� ALUMINUM GROUNDING RODE CONDUCTOR NEUTRAL CONNECTIONS MADE WITHIN 5FT OF POINT OF ENTRANCE OF PIPE #6 #6� A CONCRETE ENCASED ELECTRODE (REBAR) 20 FEET IN LENGTH AND 1/2" DIA. MIN SHALL BE rol BONDED TO A #2/0 CU GROUND GROUNDING -,- CONDUCTOR WHICH SHALL RUN TO THE WATER SERVICE ENTRANCE METAL PIPE WITHIN 5 FEET OF IT ENTERING THE BUILDING (SOUTH WALL) PER NEC ART 250.52. PROTECT GROUNDING CONDUCTOR WITH 1/2" PVC CONDUIT MINIMUM. GROUND ROD METAL CONCRETE -ENCASED UNDERGROUND ELECTRODE (UFER) WATER PIPE GROUNDING DETAIL N.T.S. 75 KVA TRANSFORMER #2 CU GROUNDING ELECTRODE CONDUCTOR TO BUILDING STEEL OR WATER PIPE. TRANSFORMER GROUNDING DETAIL N.T.S. # I DATE I ISSUED WITH: CHANGE DESCRIPTION GREEN CLEAN AUTO WASH 3290 WORTH CROSSING C.HARI C)TTFS\/II IF \/A 99Q11 Green Clean ll�� auto-weih G DAN P. RHODES LIc. No. 29925 7402 East Broad Street Blacklick, Ohio 43004 Phone: 614.322.7050 Fax: 614.322.7049 www.aegltd.com MEP Consultants SCALE: AS NOTED SHEET # / DESCRIPTION PANEL SCHEDULES E4 DATE: 03.16.2021 CONSTRUCTION DOCUMENTS AEG PROJECT # 21121 1X PANEL WIRING SCHEDULE (3-PHASE) PANELBOARD P.. VOLTAGE 120/208 PHASE 3 WIRE 4 AIC RATING 22,000 PANEL TYPE NO MAINS 150A MCB MAINS RATING 225A NEMA TYPE ENCLOSURE 1 MOUNTING SURFACE OPTIONS - - - NOTE CKT. NO. LOAD DESCRIPTION BRKR. SIZE ♦ NOTE N.E.C. KVA OA N.E.C. KVA OB N.E.C. KVA 0C PHASE N.E.C. KVA OA N.E.C. KVA OB N.E.C. KVA 0C NOTE BRKR. SIZE ♦ LOAD DESCRIPTION CKT. N0. 1 LTS - MECHANICAL 0.448 A 0.500 REC - DVR 2 3 LTS - CAR WASH LIGHTING 1.280 B 0.360 REC - SERVER 4 5 LTS - EXTERIOR BUILDING 0.431 C 0.360 REC - SERVER 6 7 LANE GATE 0.400 A 0..540 REC - RECEPTION 8 9 LANE GATE 0.400 B 0.540 REC - SECURITY 10 11 LANE GATE CONTROL 0.500 C 1 1.080 1 REC - RECEPTACLES 12 13 LANE GATE CONTROL 0.500 A 0.360 REC - EXTERIOR 14 15 0.750 B 0.360 REC - EXTERIOR 16 17 MAU-1 15 3 HACR 0.750 C 1.380 REC - GARAGE DOOR 18 19 0.750 A 1.200 REC - GARAGE DOOR 20 21 0.750 B 0.100 REC - SIGN CONTROLLER 22 23 MAU-2 15 3 HACR 0.750 C 0.360 GFCI REC - MECHANICAL ROOM 24 25 0.750 A 0.720 GFCI REC - MECHANICAL ROOM 26 27 EF-3 1.656 B 0.360 1 IREC - ELECTRICAL ROOM 28 29 RH-1 0.180 C 0.960 TC LTS - PARKING LOT POLE 30 31 REC - TUNNEL 0.720 A 0.900 REC - MECHANICAL 32 33 EF-2 0.200 B - SPARE 34 35 EXTERIOR SIGN TC 1.200 C 0.600 TC LTS - MENU SIGN 36 37 LTS - OFFICE & R.R. 1.355 A - SPARE 38 39 LTS - EXTERIOR SIGN TC 1.200 B 1.903 20 2 HP-1 40 41 LTS - FLAG FLOOD LIGHTS TC 0.390 C 1.903 42 43 REC - WINDOWS TC 0.360 A 2.496 30 2 CLOTHES DRYER 44 45 WATER HEATER 30 2 2.250 B 2.496 46 47 - 2.250 C 0.760 TC LTS - PARKING VAC 48 49 LANE GATE CONTROL 0.500 A - SPARE 50 51 BLDG SIGN TC 1.200 B - SPARE 52 53 BLDG SIGN TC 1.200 C - SPARE 54 55 WATER SOFTNER GFCI 0.750 A 0.696 AIR DRYER 56 57 PIPE LIGHT 0.342 B - 58 59 T.S.A. SIGN 0.300 C - 60 61 SPOT FREE SIGN 0.300 A - 62 63 WAIT & GO SIGN 0.300 B - 64 65 ENTRANCE INSTRUCTION SIGN 0.300 C - 66 67 PACKAGE RECEIVED SIGN 0.300 A - 68 69 MENU DISPLAY 0.300 B - 70 71 - C - 72 NOTES 1. ALL CIRCUIT BREAKERS TO BE 20-AMP, 1-POLE UNLESS OTHERWISE NOTED. 2. ALL PHASES TO BE BALANCED TO WITHIN 10% USING ACTUAL LOAD TOTALS. PANEL LOAD SUMMARY BREAKER NOTES: LO - HANDLE LOCK -OFF DEADE ST - SHUNT TRIP TYPE GFCI - GROUND FAULT CIRCUIT INTERRUPTER HACR - HEATING, A/C & REFRIGERATION SF - SUB -FEED BREAKER TC - RUN CIRCUIT THROUGH TIME CLOCK GFPE - GROUND FAULT PROTECTION EQUIPMENT N.E.C. CONNECTED TOTALS OA 14.545 KVA 0B 16.747 KVA 0C 15.654 KVA TOTAL 46.946 KVA PANEL WIRING SCHEDULE (3-PHASE) PANELBOARD "MDP" VOLTAGE 277/480 PHASE 3 WIRE 4 AIC RATING 22,000 PANEL TYPE I -LINE MAINS 600A MCB MAINS RATING 600A NEMA TYPE ENCLOSURE MOUNTING SURFACE OPTIONS - - - NOTE CKT. N0. LOAD DESCRIPTION BRKR. SIZE ♦ NOTE N.E.C. KVA OA N.E.C. KVA OB N.E.C. KVA 0C PHASE N.E.C. KVA OA N.E.C. KVA OB N.E.C. KVA 0C NOTE BRKR. SIZE ♦ LOAD DESCRIPTION CKT. NO. 1 - 14.545 A 117.030 2 3 XFMR - PANEL 'P' 125 3 16.747 B 117.030 400 3 MCC 4 5 46 15.654 C 117.030 6 7 - 2.103 A 3.875 T 8 9 RECLAIM UNIT 15 3 2.103 B 3.875 25 3 COMPRESSOR 10 11 1 2.103 C 3.875 12 13 - 0.941 A 3.875 14 15 RO UNIT 15 3 0.941 B 3.875 25 3 COMPRESSOR t 16 17 - 0.941 C 3.875 18 19 - 2.103 A 2.491 20 21 RO PRESSURIZER 15 3 2.103 B 2.491 25 3 BOOSTER PUMP 22 23 - 2.103 C 2.491 24 25 - T 0.941 A 2.491 26 27 RO REJECT PUMP 15/31 1 1 0.941 1 B 1 2.491 25 3 BOOSTER PUMP t 28 29 - 0.941 C 2.491 30 31 SPARE - A 2.657 32 33 SPARE - B 2.657 15 3 BOOSTER PUMP 34 35 SPARE - C 2.657 4 36 37 SPARE - A - SPARE 38 39 SPARE - B - SPARE 40 41 ISPARE - C I - SPARE 42 NOTES 1. ALL CIRCUIT BREAKERS TO BE 20-AMP, 1-POLE UNLESS OTHERWISE NOTED. 2. ALL PHASES TO BE BALANCED TO WTHIN 10% USING ACTUAL LOAD TOTALS. PANEL LOAD SUMMARY BREAKER NOTES: LO - HANDLE LOCK -OFF DEMDE ST - SHUNT TRIP TYPE GFCI - GROUND FAULT CIRCUIT INTERRUPTER HACR - HEATING, A/C & REFRIGERATION SF - SUB -FEED BREAKER TC - RUN CIRCUIT THROUGH TIME CLOCK GFPE - GROUND FAULT PROTECTION EQUIPMENT N.E.C. CONNECTED TOTALS OA 153.052 KVA 0B 155.254 KVA 0C 154.161 KVA TOTAL 462.467 KVA A.I.C. RATING NOTE: THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE AVAILABLE FAULT CURRENT AT THE UTILITY COMPANIES TRANSFORMER WITH THE LOCAL UTILITY COMPANY AND CALCULATING THE AVAILABLE FAULT CURRENT AT EACH ELECTRICAL PANEL PRIOR TO ORDERING PANELS. THE E.C. SHALL ENSURE THAT ALL ELECTRICAL PANELS ARE SUFFICIENTLY BRACED AT OR ABOVE THE AVAILABLE FAULT CURRENT AT EACH PANEL LOCATION PRIOR TO ORDERING REGARDLESS OF WHAT IS DEPICTED WITHIN THE PANEL SCHEDULES Ln w I N N i 3 0 EXTERIOR I INTERIOR NEW METER AND METER SOCKET NEW CT'S AND �� NEMA 3R CT CABINET 0 xz GRADE TO UTILITY COMPANY PAD MOUNTED TRANSFORMERS ;6• CEILING FLOOR 10L 10A 10A 33D 33D NEW PANEL "MDP" 277/480V 30, 4W 600A MILD MCC SCHEDULE 480V, 30 NA.I.C. RATING SHALL BE ESS THAN 22,000 AMPS. NOO LESS QUANTITY DESCRIPTION VOLTAGE PHASE HP LOAD KW TOTAL KW RATING STARTER MCC WIRING CONDUIT 1 PREP. GUN UNIT 480 3 7.5 9.13 9.13 20A 1 (3)#12 & (1)#12 GRID IN 3/4" C. WATERTIGHT 2 WRAP MOTOR (DS) 480 3 1.0 1.37 2.74 15A 00 (3)#12 & (1)#12 GRID IN 3/4" C. WATERTIGHT 2 WRAP MOTOR (PS) 480 3 1.0 1.37 2.74 15A 00 (3)#12 & (1)#12 GRID IN 3/4" C. WATERTIGHT 1 WRAP MOTOR EXIT (DS) 480 3 1.0 1.37 1.37 15A 00 (3)#12 & (1)#12 GRID IN 3/4" C. WATERTIGHT 1 WRAP MOTOR EXIT (PS) 480 3 1.0 1.37 1.37 15A 00 (3)#12 & (1)#12 GRID IN 3/4" C. WATERTIGHT 1 TIRE BRUSH POWER PACK 480 3 5.0 6.31 6.31 15A 0 (5)#12 & (1)#12 GRID IN 3/4" C. WATERTIGHT 1 OMNI MOTOR (TOP) 480 3 1.0 1.37 1.37 15A 00 (3)#8 & (1)#10 GRID IN 1" C. WATERTIGHT 2 H-25 PENDULUM PUMP 480 3 15.0 17.44 34.88 40A 2 (3)#8 & (1)#10 GIRD IN 1" C. WATERTIGHT 2 SIDE BRUSH POWER UNIT 480 3 5.0 6.31 12.62 15A 0 (5)#12 & (1)#12 GRID IN 3/4" C. WATERTIGHT 1 SIDE BRUSH 50" POWER UNIT 480 3 5.0 6.31 6.31 15A 0 (5)#12 & (1)#12 GRID IN 3/4" C. WATERTIGHT 1 CONVEYOR POWER UNIT 480 3 10.0 11.63 11.63 25A 1 (5)#12 & (1)#12 GRID IN 3/4" C. WATERTIGHT 1 MITTER MOTOR (FRONT TO BACK) 480 3 2.0 2.82 2.82 15A 00 (3)#12 & (1)#12 GRID IN 3/4" C. WATERTIGHT 1 PENDULUM/MITTER MOTOR SFM807 480 3 2.0 2.82 2.82 15A 00 (3)#12 & (1)#12 GRID IN 3/4" C. WATERTIGHT 1 BLOWER MOTOR-1 480 3 15.0 14.12 14.12 40A 2 (3)#8 & (1)#8 GRID IN 3/4" C. WATERTIGHT 1 BLOWER MOTOR-2 480 3 15.0 14.12 14.12 40A 2 (3)#8 & (1)#8 GRID IN 3/4" C. WATERTIGHT 1 BLOWER MOTOR-3 480 3 15.0 14.12 14.12 40A 2 (3)#8 & (1)#8 GRID IN 3/4" C. WATERTIGHT 1 BLOWER MOTOR-4 480 3 15.0 14.12 14.12 40A 2 (3)#8 & (1)#8 GIRD IN 3/4" C. WATERTIGHT 1 BLOWER MOTOR-5 480 3 15.0 14.12 14.12 40A 2 (3)#8 & (1)#8 GIRD IN 3/4" C. WATERTIGHT 1 BLOWER MOTOR-6 480 3 15.0 14.12 14.12 40A 2 (3)#8 & (1)#8 GIRD IN 3/4" C. WATERTIGHT 1 BLOWER MOTOR-7 480 3 15.0 14.12 14.12 40A 2 (3)#8 & (1)#8 GRID IN 3/4" C. WATERTIGHT 1 BLOWER MOTOR-8 480 3 15.0 14.12 14.12 40A 2 (3)#8 & (1)#8 GRID IN 3/4" C. WATERTIGHT 1 BLOWER MOTOR-9 480 3 15.0 14.12 14.12 40A 2 (3)#8 & (1)#8 GRID IN 3/4" C. WATERTIGHT 1 BLOWER MOTOR-10 480 3 15.0 14.12 14.12 40A 2 (3)#8 & (1)#8 GIRD IN 3/4" C. WATERTIGHT 1 BLOWER MOTOR-11 480 3 15.0 14.12 14.12 40A 2 (3)#8 & (1)#8 GIRD IN 3/4" C. WATERTIGHT 2 VACUUM MOTOR - AREA 'A', & 'B' 480 3 30.0 33.22 66.44 60A VFD (3)#4 & (1)#10 GRID IN 1" C. WATERTIGHT GENERAL NOTES - ONE LINE 1. ALL WORK AND MATERIALS BY THE ELECTRICAL CONTRACTOR, UNLESS OTHERWISE NOTED. 2. ELECTRICAL SERVICE: 277/48OV, 30, 4W, 600A 3. COORDINATE THE INSTALLATION WITH THE POWER COMPANY AND OWNER REPRESENTATIVE FOR THE EXACT REQUIREMENTS, INCLUDING A.I.C. REQUIREMENTS FOR THE PANELBOARDS AND CIRCUIT BREAKERS. NF "MCC" A.I.C. RATING 22,000 GROUND PER N.E.C. ART. 250. SEE GROUNDING DETAIL THIS SHEET NF NEW PANEL P' 120/208V 30, 4W 150A MCB INTERI TO LIGHT CIRCUITS COOPER LK-8, 7 DAY, TC ASTRONOMICAL TIME CLOCK GROUND PER N.E.C. ART. 250. SEE GROUNDING DETAIL THIS SHEET EXTERIOR POWER RISER N.T.S. LOAD SUMMARY SYSTEM0 SYSTEM N.E.C. POWER N.E.C. N.E.C. DESCRIPTION CONNECTED FACTOR DEMAND DEMAND KW KVA FACTOR KVA LIGHTING 12.824 ♦ 1.25 16.030 RECEPTACLES 19.280 1.0 1R <EMAINNININwG KW 0.5 R 14.640 MOTORS 421.877 1.0 +25%1LARGEST 424.783 ELECTRIC HEAT 0.180 1.0 1.0 0.180 AIR CONDITIONING SYSTEM 3.806 1.0 1.0 * 2.454 WATER HEATER 4.500 1.0 1.0 4.500 TOTAL 462.467 462.587 NOTES * 125% OF THE LARGEST MOTOR OR COMPRESSOR IN SYSTEM. APPLIED ONLY ON ONE UNIT. ♦ POWER FACTOR IS ALREADY INCLUDED IN LIGHTING LOAD. N.E.C. DEMAND KVA x 1000 = MINIMUM FEEDER AMPERAGE SYSTEM VOLTAGE x Z3 462.587 x 10M = 557.1 AMPS USE 600 AMP SERVICE 480 x 1.73 EXISTING CONDITION NOTES THESE DRAWINGS ARE BASED ON INFORMATION PROVIDED TO OUR OFFICE AT THE TIME OF DESIGN. THEREFORE, IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL EXISTING CONDITIONS INCLUDING BUT NOT LIMITED TO, SERVICE LOCATION, SERVICE LAYOUTS, SECONDARY FEEDER LENGTH, TELEPHONE SERVICE LOCATION, ETC... AND REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO BID. FAILURE TO DO SO MAY CONSTITUTE THAT THE CONTRACTOR PROVIDE ANY AND ALL ADDITIONAL EQUIPMENT, LABOR, ETC... TO MEET THE INTENDED DESIGN PARAMETERS. FEEDER SCHEDULE DESIGNATION WIRE SIZE GROUND SIZE CONDUIT SIZE 0 2 SETS OF 4-#500 MCM AL - 3" O2 3-#1 CU #2 CU 2" O3 4-#350MCM CU #2 CU 3" ® 3-#12 CU #12 CU 3/4" Q5 2 SETS OF 4-#350 MCM CU #1 CU 3" # I DATE I ISSUED WITH: CHANGE DESCRIPTION GREEN CLEAN AUTO WASH 3290 WORTH CROSSING C.HARI C)TTFS\/II IF \/A 99Q11 Green DAN R. RHODES > Lic. NO. 29925 Clean lute -wash 7402 East Broad Street Blacklick, Ohio 43004 Phone: 614.322.7050 Fax: 614.322.7049 www.aegltd.com MEP Building Consultants AEG PROJECT # 21121 GENERAL NOTES 1. ALL CRITICAL DIMENSIONS, PLUMBING, MECHANICALS, LOCATIONS, AND SPECIFICATIONS SHOWN ON THE DRAWING FOR THE CONVENIENCE OF THE CUSTOMER, SHOULD BE CHECKED AND VERIFIED BY THE ARCHITECT, OWNER AND/OR CONTRACTOR. VERIFY EXACT LOCATIONS, ELEVATIONS AND CHARACTERISTICS OF UTILITIES AND PIPING BEFORE COMMENCEMENT OF WORK, AND IMMEDIATELY NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. THE PLUMBING CONTRACTOR SHALL APPLY FOR ALL NECESSARY PERMITS AND SHALL SOLICIT INSPECTIONS AND APPROVALS AS REQUIRED. 2. PLUMBING CONTRACTOR TO FURNISH ALL CONDENSATE DRAINS AND INDIRECT WASTE LINES REQUIRED FOR REFRIGERATION AND OTHER EQUIPMENT. 3. PLUMBING CONTRACTOR TO VERIFY ALL DIMENSIONS PER ARCHITECTURAL DRAWINGS, PROCURE ALL PERMITS, PREPARE STACK DIAGRAMS, ETC. (IF REQUIRED) AND SOLICIT INSPECTIONS AND APPROVALS AS REQUIRED. 4. WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE DESIGNER AND COMPANY CANNOT GUARANTEE AGAINST ERROR OR UNFORESEEN FIELD CONDITIONS. THE CONTRACTOR OR BUILDER MUST CHECK ALL DIMENSIONS AND DETAILS AND REPORT ANY DISCREPANCIES. 5. PLUMBING CONTRACTOR MUST CHECK EQUIPMENT NOT IN CONTRACT SO THAT THE SERVICE REQUIREMENTS ARE CORRECTLY TYPED, ADEQUATELY SIZED AND ROUGHED -IN PROPERLY SO AS TO MINIMIZE THE AMOUNT OF MATERIALS AND FITTINGS NEEDED FOR FINAL HOOK-UP RESULTING IN A NEAT AND ORDERLY LOOKING INSTALLATION. 6. ALL SERVICES SHOWN WITH SYMBOLS CENTERED ON FACE OF WALL SHOULD BE BROUGHT TO THAT POINT CONCEALED IN WALL AND STUBBED OUT OF WALL CENTERED AT HEIGHT SHOWN BY ENGINEERED DRAWINGS. DO NOT STUB OUT FLOOR/CEILING AND RUN EXPOSED UP FACE OF WALL. 7. ALL SERVICES SHOWN WITH SYMBOLS AWAY FROM ANY WALL OR COLUMN SHOULD BE STUBBED OUT OF FLOOR TO A MAXIMUM OVERALL HEIGHT AS SHOWN BY ENGINEERED DRAWINGS. 8. UNLESS OTHERWISE NOTED ALL LABOR, FAUCETS, TRAPS, STOPS, GATE VALVES, GAS COCKS, WATER HAMMER ARRESTERS, WALL CLEANOUTS, CLEANOUT COVERS, FLEX CONNECTIONS, SHUT-OFF VALVES, INDIRECT WASTE TO AN APPROVED RECEPTOR AND ALL NECESSARY TRIM FOR A COMPLETELY INSTALLED & CONNECTED PLUMBING SYSTEM AND AS NECESSARY TO COMPLY WITH ALL CODES, INCLUDING ALL INTERCONNECTIONS, TO BE FURNISHED AND INSTALLED BY PLUMBING CONTRACTOR. 9. ALL WORK SHALL BE PERFORMED IN A NEAT AND PROFESSIONAL MANNER USING GOOD ENGINEERING PRACTICES. ALL WORK SHALL CONFORM TO THE STATES, COUNTY'S, CITY'S, AND LOCAL CODES AND ORDINANCES, SAFETY AND HEALTH CODES, NFPA CODES, ENERGY CODES AND ALL OTHER APPLICABLE CODES AND REQUIREMENTS. THE CONTRACTOR SHALL INQUIRE INTO AND COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS. AFTER CONTRACT IS ISSUED, NO ADDITIONAL COST DUE TO CODE ISSUES SHALL BE REIMBURSED BY THE OWNER TO THE CONTRACTOR. 10. ALL WATER HEATERS WITHOUT INTEGRAL HEAT TRAPS SHALL BE PROVIDED WITH HEAT TRAPS ON THE SUPPLY AND DISCHARGE LINES CONNECTED TO WATER HEATER. 11. ALL WATER AND INTERIOR CONDENSATE PIPING THAT IS RUN IN EXTERIOR WALLS TO BE RUN ON INTERIOR SIDE OF WALL INSULATION. FIELD COORDINATE. 12. TERMINATE ALL VENT AND FLUE OUTLETS AT 10'-0" MIN. FROM ANY FRESH AIR INTAKES OR PER LOCAL JURISDICTION. 13. INSTALL ALL PLUMBING TO AVOID INTERFERENCE WITH ELECTRICAL AND MECHANICAL EQUIPMENT AND STRUCTURAL FRAMING. NO WATER OR DRAIN LINES PERMITTED OVER OR UNDER ELECTRICAL PANELS. 14. RECORD ON AS -BUILT DRAWINGS, ALL SIZES, LOCATIONS. INVERTS AND MATERIALS OF EXISTING PIPES THAT ARE ENCOUNTERED AND NEW PIPES INSTALLED DURING THE COURSE OF THE PROJECT. DELIVER AS-BUILTS TO CONSTRUCTION MANAGER AT THE END OF THE PROJECT. 15. UPON COMPLETION OF JOB, INSPECT ALL EXPOSED PORTIONS OF THE PLUMBING INSTALLATIONS AND COMPLETELY REMOVE ALL EXPOSED LABELS, SOIL, MARKINGS, AND FOREIGN MATERIAL EXCEPT PRODUCT LABELS AND THOSE REQUIRED BY LAW AND LOCAL CODES. 16. VERIFY ALL EQUIPMENT AND APPLIANCE CONNECTION SIZES PRIOR TO MAKING FINAL CONNECTION. AS REQUIRED, REDUCE BRANCH PIPE SIZING JUST PRIOR TO CONNECTION TO UNIT, TO MATCH EQUIPMENT CONNECTION SIZES. 17. ALL PIPING AND EQUIPMENT, MATERIALS AND INSULATION USED SHALL MEET THE REQUIREMENTS OF THE PLUMBING CODE AND ANY OTHER APPLICABLE CODES. INSTALLATIONS SHALL BE IN ACCORDANCE WITH ALL STATE AND LOCAL CODES. 18. MINIMUM SANITARY SLOPE TO BE 1/8" PER FOOT. 2" SANITARY AND SMALLER SHALL HAVE 1/4" SLOPE. 19. PROVIDE DIELECTRIC COUPLINGS AT ALL DISSIMILAR METAL PIPE CONNECTIONS. 20. PROVIDE HANGERS ON PIPING AT CHANGES OF DIRECTION AND AS NECESSARY TO PREVENT PIPE SAGGING AND PREVENT STRAIN ON VALVES/EQUIPMENT. 21. CUT AND PATCH AS NECESSARY AND REPAIR TO MATCH EXISTING. 22. THIS CONTRACTOR SHALL VERIFY LOCATIONS OF CONNECTIONS TO SITE PIPING. 23. AVOID ROUTING PIPING OVER ALL ELECTRIC PANELS OR ELECTRIC EQUIPMENT. 24. PROVIDE SHUT-OFF VALVES AT FIXTURES/EQUIPMENT AND AS REQUIRED BY CODE. 25. PROTECT WATER SUPPLY AND WASTE PIPING UNDER HANDICAPPED LAVATORIES W/ "HANDI-LAV GUARD" JACKET INSULATION BY TRUE BRO. 26. TEST AND FLUSH PIPING AS REQUIRED BY LOCAL CODES. 27. UNDERGROUND CONDUITS FOR ELECTRIC AND CONTROLS ARE SHOWN BY MANUFACTURER'S DRAWINGS. 28. PIPING MATERIALS AND INSTALLATION FOR RECLAIM WATER SHALL BE AS SPECIFIED BY CAR WASH EQUIPMENT MANUFACTURER. 29. ALL SUPPORTS IN WASH BAY SHALL BE RUST RESISTANT GALVANIZED STEEL OR OTHERWISE COATED. 30. DOMESTIC WATER SUPPLY LINES TO BE SCH. 40 CPVC. 31. SANITARY WASTE TO BE SCH. 40 PVC. 32. CAR WASH WATER SUPPLY LINES TO BE SCH. 80 PVC. 33. THIS CONTRACTOR TO REVIEW CARWASH EQUIPMENT PLANS AND COORDINATE ALL WORK REQUIRED WITH G.C. AND CARWASH EQUIPMENT INSTALLER/SUPPLIER AND PROVIDE ALL ITEMS AND WORK NECESSARY TO PROVIDE A COMPLETE AND FUNCTIONAL SYSTEM. 0 N PLUMBING FIXTURE SCHEDULE WC WATER CLOSET - AMERICAN STANDARD "CADET 3" MODEL #3305.000, TANK (H.C.) TYPE, (1.6 GAL./PA) FLOOR MOUNTED, ELONGATED BOWL, VITREOUS CHINA, 16 1/2" RIM HEIGHT MEETS ADA GUIDELINES AND ANSI REQUIREMENTS FOR PEOPLE WITH DISABILITIES FURNISH WITH WHITE COLOR OLSONITE MODEL #95SS OPEN FRONT SEAT WITH COVER. LAV LAVATORY - AMERICAN STANDARD "LUCERNE" MODEL #0355.012, WALL (H.C.) MOUNTED, VITREOUS CHINA. PROVIDE WITH AMERICAN STANDARD "HERITAGE" MODEL #7402.172V CENTERSET FAUCET WITH GOOSENECK SPOUT AND FACTORY INSTALLED BLADE HANDLES. INSTALL WITH TRUEBRO TRAP AND SUPPLY COVER AND LAV CARRIER Z-1231 LAV SUPPORT SYSTEM. MS MOP SINK - MUSTEE MODEL #63M, MOP BASIN. FAUCET: AMERICAN STANDARD MODEL #8354.112, SERVICE FAUCET WITH INTEGRAL STOPS, INTEGRAL CHECK VALVES, WALL BRACE, PAIL HOOK, VACUUM BREAKER. WHA WATER HAMMER ARRESTOR - SIOUX CHIEF 660 SERIES OR EQUAL BY PRECISION PLUMBING PRODUCTS, IN. FD FLOOR DRAIN - ZURN MODEL #Z415B CAST IRON BODY WITH TYPE "B" STRAINER. HD HUB DRAIN - ZURN MODEL #Z211-S CAST IRON BODY FCO FLOOR CLEANOUT - ZURN MODEL #Z4100 CAST IRON BODY WITH NICKEL BRONZE TOP. CO CLEANOUT - ZURN MODEL #Z1449 WH WATER HEATER - A.O. SMITH #DEN-40, 40 GAL, 4.5 KW, 208V, 10. 01 OIL INTERCEPTOR - 1000 GALLON, REINFORCED PRE CAST CONCRETE. FHB FREEZELESS HOSE BIBB - WOODFORD MODEL #67 FREEZELESS, AUTOMATIC DRAINING, WITH INTEGRAL BACKFLOW PREVENTER. HB HOSE BIBB - WOODFORD MODEL #101 ANTI -SIPHON. TD TRENCH DRAIN - ZURN MODEL #Z664, DURA-COATED CAST IRON BODY AND GRATE, 6" WIDE, MODULAR TRENCH DRAIN. PROVIDE WITH 2 EXTENSIONS TO MAKE 36" TRENCH. TD2 TRENCH DRAIN - ZURN MODEL #Z664, DURA-COATED CAST IRON BODY AND GRATE, 6" WIDE, MODULAR TRENCH DRAIN. PROVIDE WITH 3 EXTENSIONS TO MAKE 48" TRENCH. WB WASHER BOX - SIOUX CHIEF "OXBOX" WASHING MACHINE OUTLET BOX. CODED NOTES (DCONNECT TO SANITARY IN THIS VICINITY OR AT 5-0" AWAY FROM BUILDING. FIELD COORDINATE WITH SITE CONTRACTOR. FIELD VERIFY EXACT LOCATIONS, INVERT, CONDITIONS, AND REQUIREMENTS BEFORE STARTING WORK. O2 LOCATE FLOOR/TRENCH DRAINS AS PER CAR WASH MANUFACTURER'S RECOMMENDATION. O3 PROVIDE AND INSTALL 3" VENT THRU ROOF IN THIS VICNITY. FIELD COORDINATE EXACT LOCATION. VENT TO BE A MINIMUM OF 10'-0" FROM ANY FRESH AIR INTAKE. FIELD VERIFY EXACT LOCATION AND REQUIREMENTS BEFORE STARTING WORK. ® EXTEND VENT LINE FROM OIL INTERCEPTOR INTO BUILDING. FIELD VERIFY EXACT LOCATION BEFORE STARTING WORK. O RECLAIM WATER TANKS IN SERIES. COORDINATE WITH CAR WASH EQUIPMENT SUPPLIER AND RECLAIM TANK SUPPLIER FOR CONNECTION LOCATIONS AND REQUIREMENTS. COORDINATE WITH SITE UTILITY CONTRACTOR FOR EXACT LOCATION. © PROVIDE AND INSTALL WATER HEATER AS HIGH AS POSSIBLE ON PLATFORM ABOVE SINK. FIELD COORDINATE WITH G.C. FOR PLATFORM. INSTALL AS REQUIRED BY CODE AND RECOMMENDED BY MANUFACTURER. FIELD VERIFY EXACT LOCATION AND REQUIREMENTS BEFORE STARTING WORK. O7 PROVIDE AND INSTALL NEW 2" DOMESTIC WATER SERVICE AND RISER WITH SHUT-OFF VALVES AS REQUIRED. FIELD COORDINATE WITH SITE CONTRACTOR AND G.C. WATER METER AND MAIN BACKFLOW PREVENTER LOCATED OUTSIDE BUILDING, REFER TO CIVIL PLANS. FIELD VERIFY EXACT LOCATION AND REQUIREMENTS PRIOR TO ROUGH -IN. ® PROVIDE AND INSTALL BOOSTER PUMP, WITH LOW PRESSURE CUTOFF SWITCH, FOR CAR WASH EQUIPMENT, AS REQUIRED. FIELD VERIFY EXACT LOCATION AND REQUIREMENTS PRIOR TO ROUGH -IN. COORDINATE WITH CAR WASH EQUIPMENT SUPPLIER FOR EXACT REQUIREMENTS. O9 PROVIDE AND INSTALL 1" WATER STUB OFF OF WATER RISER. EXTEND WATER LINE FROM STUB TO IRRIGATION EQUIPMENT. PROVIDE AND INSTALL WITH REDUCED PRESSURE ZONE BACKFLOW PREVENTER. FIELD COORDINATE EXACT CONNECTION LOCATION AND REQUIREMENTS. 10 EXTEND WATER LINE TO CAR WASH EQUIPMENT. COORDINATE WITH CAR WASH EQUIPMENT SUPPLIER FOR EXACT CONNECTION LOCATION AND REQUIREMENTS BEFORE STARTING WORK. 11 PROVIDE AND INSTALL ASSE 1017 AND 1070 LISTED LEONARD MODEL #270-LF THERMOSTATIC MIXING VALVE AT FIXTURE. SET HOT WATER TEMPERATURE TO 1107. 12 PROVIDE AND INSTALL NEW GAS SERVICE AND GAS METER SET. FIELD COORDINATE EXACT LOCATION AND REQUIREMENTS WITH LOCAL GAS COMPANY. FIELD VERIFY EXACT REQUIREMENTS AND LOCATIONS BEFORE STARTING WORK. 13 PROVIDE MINIMUM 6" DIRT LEG, UNION AND GAS COCK AT EACH EQUIPMENT CONNECTION. INSTALL PER LOCAL GAS COMPANY REQUIREMENTS AND LOCAL CODE. 14 PROVIDE WITH COLD WATER BYPASS AROUND RECLAIM WATER AT THIS EQUIPMENT CONNECTION AND AS DIRECTED BY CARWASH EQUIPMENT INSTALLER. FIELD COORDINATE REQUIREMENTS. 15 PROVIDE AND INSTALL WATER HAMMER ARRESTOR (WHA) IN THIS LOCATION AND AS REQUIRED PER LOCAL CODE. 16 PROVIDE AND INSTALL PVC LINES TO RECLAIM TANKS AS REQUIRED BY CARWASH EQUIPMENT. FIELD VERIFY EXACT LOCATIONS CONDITIONS AND REQUIREMENTS. 17 PROVIDE AND INSTALL 2" BACKFLOW PREVENTER ON WATER LINE TO CAR WASH EQUIPMENT. EQUAL TO FEBCO MODEL #LF860, ASSE 1013, LEAD FREE COPPER ALLOY. EXTEND 1 1/2" DRAIN LINE FROM RELIEF VALVE AND INDIRECTLY DRAIN INTO HUB DRAIN WITH TWICE PIPE DIAMETER AIR GAP. INSTALL AS REQUIRED BY CODE AND RECOMMENDED BY MANUFACTURER. FIELD VERIFY EXACT LOCATION, CONDITIONS AND REQUIREMENTS BEFORE STARTING WORK. 18 PROVIDE AND INSTALL 1" RO WATER LINE FROM EQUIPMENT TO EQUIPMENT IN THIS VICINITY. COORDINATE WITH CARWASH EQUIPMENT INSTALLER. FIELD VERIFY EXACT LOCATIONS, CONDITIONS, AND REQUIREMENTS BEFORE STARTING WORK. OIL SEPARATOR SIZING CAR WASH AREA: 2400 SF 6 CF REQUIRED FOR THE FIRST 100 SF, PLUS 1 CF FOR EACH ADDITIONAL 100 SF, PER 2015 VIRGINIA PLUMBING CODE SECTION 1003.4.2.2. 2400-100 = 2300 SF 2300/100 = 23 CF, 23 + 6 = 29 CF TOTAL OIL SEPARATOR CAPACITY REQUIRED: 29 CF x 7.48 GAL/CF = 216.92 GAL. PROVIDE AND INSTALL MINIMUM OF 1000 GAL. OIL INTERCEPTOR ALL WATER LINES TO BE FLUSHED BEFORE CONNECTION TO EQUIPMENT. COORDINATE ALL CAR WASH EQUIPMENT CONNECTIONS AND REQUIREMENTS WITH OWNER AND CAR WASH SUPPLIER PRIOR TO STARTING WORK ALL WATER LINES TO BE GREY SCHEDULE 80 PVC AND LABELED NON POTABLE, RECLAIM, HARD COLD, SOFT COLD, HOT. ALL BACKFLOW PREVENTERS MUST BE TESTED BY A CERTIFIED DOPR TECHNICIAN AND DOCUMENTATION RECEIVED BY PUBLIC UTILITIES BEFORE ANY WATER METER WILL BE SET. # I DATE I ISSUED WITH: CHANGE DESCRIPTION GREEN CLEAN AUTO WASH 3290 WORTH CROSSING C.HARI C)TTFS\/II IF \/A 99Q11 Green Clean �� auto -wash c, DAN R RHODES LIc. 14o. 29925 7402 East Broad Street Blacklick, Ohio 43004 Phone: 614.322.7050 Fax: 614.322.7049 www.aegltd.com MEP Buildinq Consultants SCALE: AS NOTED SHEET # / DESCRIPTION PLUMBING PLAN Pi 00 DATE: 03.16.2021 CONSTRUCTION DOCUMENTS AEG PROJECT # 21121 I 1, 1, II 1, II � I I II I I 1, I I II II I III II I 1, 1, 1, 1, 1, � I I III I 1, I 1, I I III I III II N r-------------------------------- I � I I I r I I r � I I I . I 1 I I �O II II II II O II II 16 1 1 /4' I ,5 U RECLAIM O5 2000 GALLONS EACH 0 L - I - -REC REC Jj L----REC----7� I REC- CO O I I I n. > OIL OFCO 1tj I MUA-2 I FD 1400 MBH TD2 JI MS TO 13 I TD2O O 4-711 1 L --J 3 — WC 13 RH-1 30 MBH — — — — ——DR—•—•—•FCO DIRECTION OF CAR TRAVEL DIRECTION OF CAR TRAVEL OIL r CO L _ J MUA-1 400 MBH 13 — TD— — J DAM IN TRENCH CO O i�-SAN-2 O1 I I I 01 I 4 I I I I I I L--------------J I I L--------------L I I L — — — — — — — — — — — — — — J L-----------------------J L-- --� SANITARY AND GAS PLUMBING PLAN V16"=1'- 0" mm- 3/4rr 1 1/2 10 10 10 18 10 10 7 8 9 eRwE 0 TANK 1 1 /2,. 1" 1 1 /2 /4r, 3/4j 17 2r. 2rr I 2rr 2rr 3/4 CW 3/4,r �..T.. —R —.. —..—.. —..� Ryy CW 3 4 1" r-HHP— — —REC— — 1 1/2—EC 3 4., HW / \\ / ❑ 1471 /2" � —cl Im 9 A. 3/4rr HB I LAV WC � 10 10 10 10 10 10 1/2� 10 ,� 1 /2„ 11 1 /2„ 15 14 1/2 ,> 14 1 1 /2, 15 r I -----I L I DIRECTION OF CAR TRAVEL DIRECTION OF CAR TRAVEL I I I I I I I I ® ® 1® L--------------J L--------------L I I I I I I L — — — — — — — — — — — — — — J L — — — — — — — — — — — — — — — — — — — — — — — J L — — — --� WATER PLUMBING PLAN 3 16 =1'-0" J I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I CO LEGEND* EX CW- EXISTING COLD WATER CW- COLD WATER - EX HW- EXISTING HOT WATER - HW- 1407 HOT WATER - - -SW- SOFT WATER - REJ- RO REJECT WATER - - - - -REC- RECLAIM WATER - - -HP- HIGH PRESSURE WATER - - - -EX SAN- EXISTING SANITARY SAN- SANITARY OIL- OIL SANITARY -•-•-•-DR- DRAIN - - - - - - - - - - V- - - SANITARY VENT - - EX G- EXISTING GAS - - G— GAS e ® FLOOR DRAIN ® El FLOOR SINK C DROP �6! BALL VALVE 13CI GATE VALVE Dia BALANCE VALVE c� VENT THRU ROOF w * ALL SYMBOLS MAY NOT BE USED COORDINATE ALL CAR WASH EQUIPMENT CONNECTIONS AND REQUIREMENTS WITH OWNER AND CAR WASH SUPPLIER PRIOR TO STARTING WORK ALL BACKFLOW PREVENTERS MUST BE TESTED BY A CERTIFIED DOPR TECHNICIAN AND DOCUMENTATION RECEIVED BY PUBLIC UTILITIES BEFORE ANY WATER METER WILL BE SET. # DATE ISSUED WITH: CHANGE DESCRIPTION GREEN CLEAN AUTO WASH 3290 WORTH CROSSING CHARLOTTESVILLE, VA 22911 Green Clean cafth., auto -wash u DAN R RHODES > Lic. No. 29925 L?� SCALE: AS NOTED SHEET # / DESCRIPTION PLUMBING PLAN p 1 DATE: 03.16.2021 CONSTRUCTION DOCUMENTS AEG PROJECT # 21121 0 1/2„ 01 BRINE AKI 1 ho� (lid O I 4____�_- O _..—AIR _.. AIR—.. _.._..— AIR.. _. _. _.. II I I I O�i2„ I I i r - I I --I-I II II _ II I I I I II II III II I II II II II I� I ® I I ® I I ® I I ® I I ® I L--------------JI I L--------------JI I I I I I L - - - - - - - - - - - - - - L———————————————————— — — —J -- COMPRESSED AIR PLAN 3/16"=1'-0" CODED NOTES Oj COMPRESSED AIR PIPING. FIELD COORDINATE EXACT LOCATIONS, CONDITIONS, AND REQUIREMENTS BEFORE STARTING WORK. COORDINATE ALL CAR WASH EQUIPMENT CONNECTIONS AND REQUIREMENTS WITH OWNER AND CAR WASH SUPPLIER PRIOR TO STARTING WORK SEE SHEET P2 FOR SANITARY AND GAS LINE SIZES LEGEND AND NOTES * — —AIR— COMPRESSED AIR e ® FLOOR DRAIN ® ® FLOOR SINK C DROP �b1 BALL VALVE 1>141 GATE VALVE CF4 BALANCE VALVE VENT THRU ROOF v v * ALL SYMBOLS MAY NOT BE USED EXTERIOR IIINTERIOR BOOSTER PUMP BYPASS VALVE, IF BOOSTER PUMP IS USED. 2" FEBCO #LF860, ASSE 1013, BACKFLOW PREVENTER SHUT OFF VALVE 2" WATER SERVICE. WATER METER AND =­=�'- BACKFLOW PREVENTER LOCATED ON SITE PLAN. 1 1/2" RELIEF VALVE DRAIN LINE 3 3" VTR •Y i\ 2" K I \ I � ILAV 3/4" TO DOMESTIC FIXTURES. FCO ME;U 2„ � v � J I � I �\ HD(D i 2„ p I T\ I ;0 3" � 4" I / 4.. / 3„ H DO / \ / 3„ 6„ TD2� 4„ 4' = \ TD2 3„ \ O 2" TO CAR WASH EQUIPMENT DASHED LINES SHOW ADDITIONAL PIPING IF BOOSTER PUMP IS USED. IF REQUIRED BY FIELD CONDITIONS, BOOSTER PUMP EQUAL TO ARMSTRONG SERIES "680OG", WITH TWO (2) PUMPS (TYPICALLY 5HP EACH), 48OV, 3 PHASE, LOW PRESSURE CUT-OFF, REMOTE WATER PRESSURE SENSOR, 70 PSI SET PRESSURE. BOOSTER PUMP TO BE LOCATED AT SERVICE ENTRANCE, BEFORE DOMESTIC FIXTURES TEE OFF, IF WATER PRESSURE AT BUILDING ENTRANCE IS BELOW 30 PSI. FIELD VERIFY EXACT BOOSTER PUMP MODEL AND REQUIREMENTS BASED ON EXACT FIELD CONDITIONS. 11 3" HUB DRAIN WATER ENTRANCE DETAIL N. T. S. GALV. DRIP PAN MIN. 3/4"- DRAIN HUB TO DRAIN HEAT TRAP VACUUM BREAKER HEAT TRAP -- WATER HEATER SANITARY STACK N.T.S. GATE VALVE (TYP) CHECK VALVE W—HW TO FIXTURES EXPANSION TANK T & P RELIEF VALVE. RUN FULL SIZE TO HUB DRAIN NION HI (TYP) -/DRAIN VALVE (TYP) 6" SHELF ABOVE MOP BASIN. SHELF & BRACKETS BY THIS CONTRACTOR WATER HEATER DETAIL N. T. S. 1 RH-1 \ 30 M13 BH \ 13 3/4"�\ <� III 0 MBH 40MBH \ 2„ MUA-1 2" 400 MBH 2 1 /2'—' 830 TOTAL MBH 150' TOTAL DISTANCE AT 7" WC WITH A PRESSURE DROP OF 0.3" WC. SIZED ACCORDING TO 2015 2 1/2 INTERNATIONAL FUEL GAS CODE TABLE 402.4(1). �roq2 GAS RISER N. T. S. LEGEND* EX CW- EXISTING COLD WATER CW- COLD WATER - EX HW- EXISTING HOT WATER - HW- 1407 HOT WATER - - -SW- SOFT WATER - REJ- RO REJECT WATER - - - - -REC- RECLAIM WATER - - -HP- HIGH PRESSURE WATER - - - -EX SAN- EXISTING SANITARY SAN- SANITARY OIL- OIL SANITARY -•-•-•-DR- DRAIN - - - - - - - - - - V- - - SANITARY VENT - - EX G- EXISTING GAS - - G— GAS e ® FLOOR DRAIN ® ® FLOOR SINK C DROP �& BALL VALVE CT GATE VALVE D*— BALANCE VALVE CD VENT THRU ROOF w v * ALL SYMBOLS MAY NOT BE USED # I DATE I ISSUED WITH: CHANGE DESCRIPTION GREEN CLEAN AUTO WASH 3290 WORTH CROSSING C.HARI C)TTFS\/II IF \/A 99C11 Gin Clean mom auto-weih DAN R RHODES > Lic. No. 29925 Al, SCALE: AS NOTED SHEET # / DESCRIPTION P2 DATE: 03.16.2021 CONSTRUCTION DOCUMENTS AEG PROJECT # 21121 A. GENERAL PROVISIONS PLUMBING & MECHANICAL SPECIFICATIONS GENERAL CONTRACTOR 1. THE WORK SHALL CONSIST OF FURNISHING LABOR, EQUIPMENT, AND MATERIALS TO PROVIDE THE COMPLETE INTEGRATED AND PROPER FUNCTIONING SYSTEMS AS SHOWN ON THE DRAWINGS. 2. SCOPE OF WORK INCLUDES, BUT IS NOT LIMITED TO, FURNISHING, INSTALLING AND TERMINATING PER THESE DRAWINGS, AND CAR WASH SUPPLIER'S INSTALLATION MANUALS. 4. THE GENERAL CONTRACTOR SHALL COORDINATE HIS WORK WITH THAT OF OTHER TRADES SO AS TO AVOID INTERFERENCE. 5. THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL LAYOUT OF PLUMBING SYSTEMS. FIELD VERIFICATIONS OF DIMENSIONS IS DIRECTED. 6. SECURE PERMITS AND INSPECTIONS REQUIRED BY STATE AND LOCAL LAWS AND ORDINANCES. 8. UPON COMPLETION OF THE WORK, FURNISH TO THE OWNER CERTIFICATES OF FINAL INSPECTIONS AND APPROVALS FROM AUTHORITIES HAVING JURISDICTION. 9. ALL WORK SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE BY THE OWNER. 1.0 DESCRIPTION A. THE INTENT OF THE PLANS AND SPECIFICATIONS IS TO OBTAIN COMPLETE SYSTEMS TESTED, ADJUSTED AND READY FOR OPERATION. B. CHECK, VERIFY AND COORDINATE THE INSTALLATION WITH THE WORK OF OTHER TRADES. INCLUDE MODIFICATIONS, RELOCATIONS OR ADJUSTMENTS NECESSARY TO COMPLETE WORK OR TO AVOID INTERFERENCES. 1.1 RECORD DRAWINGS MAINTAIN AND PROVIDE, ON REQUEST, COMPLETE UP-TO-DATE RECORD DRAWINGS. 1.2 GUARANTEE GUARANTEE FOR ONE YEAR AFTER OWNER ACCEPTANCE ALL MATERIALS, EQUIPMENT AND WORKMANSHIP, REPAIR, REPLACE OR ALTER SYSTEMS FOUND DEFECTIVE. RESTORE WORK DISTURBED WHICH IS GUARANTEED UNDER CONTRACT. 1.3 CERTIFICATES AND INSPECTIONS OBTAIN AND PAY FOR ALL REQUIRED INSTALLATION INSPECTIONS AND DELIVER CERTIFICATES APPROVING INSTALLATION TO THE OWNER. 1.4 UTILITY SERVICE DETERMINE UTILITY REQUIREMENTS, INCLUDING TEMPORARY, AND INCLUDE ALL COSTS. 1.5 SHOP DRAWINGS SUBMIT SHOP DRAWINGS FOR ALL EQUIPMENT AND SYSTEMS. 1.6 EQUIPMENT ACCESS INSTALL ALL WORK TO PERMIT ACCESS TO EQUIPMENT FOR MAINTENANCE. 1.7 CUTTING AND PATCHING ALL CUTTING AND PATCHING IS BY THIS CONTRACTOR INCLUDING NECESSARY MATERIALS REQUIRED, UNLESS OTHERWISE NOTED. 1.8 HOUSEKEEPING AND CLEANUP PERIODICALLY REMOVE WASTE MATERIALS AND LEAVE AREAS OF WORK ROOM CLEAN. 2.0 PLUMBING SYSTEMS 2.4 2.1 PROHIBITED LOCATIONS A. WATER CARRYING PIPE SHALL NOT BE INSTALLED OVER SWITCH GEAR OR ELECTRICAL EQUIPMENT. 1. 2.2 PROTECTIVE CHASES A. PIPE AND FITTINGS 1. ABOVE AND BELOW GRADE: SCHEDULE-40 PVC DWV CONFORMING TO ASTM D2665-82. 2.3 WATER DISTRIBUTION A. PIPE AND FITTINGS DOMESTIC WATER; SCHEDULE-40 CPVC, ASTM D 2846/D 2846M, SDR 11, TUBE AND SOCKET FITTINGS. CAR WASH WATER; SCHEDULE-80 PVC, ASTM D 1785/D 2467M, TUBE AND SOCKET FITTINGS. B. VALVES 1. CPVC BALL VALVES STANDARD: MSS SP-122, PRESSURE RATING 125 PSIG, FULL PORT 2. PVC BALL VALVES STANDARD: MSS SP-122, PRESSURE RATING 150 PSIG, FULL PORT C. DISSIMILAR METALS INSTALL APPROVED DIELECTRIC UNIONS BETWEEN ALL CONNECTIONS OF DISSIMILAR METALS. 2.4 SANITARY PIPING A. PLASTIC PIPING MAY BE USED WHERE PRE-APPROVIED WITH JURISDICTIONAL BUILDING DEPARTMENT AUTHORITY. PLASTIC PIPING TO BE EITHER PVC OR ABS AS REQUIRED BY CODE AND SHALL UTILIZE DRAINAGE PATTERN FITTINGS. PVC PIPE AND FITTINGS SHALL CONFORM TO ASTM-84-68 WITH A FLAME SPREAD RATING OF 25 OR LESS AND SHALL CONSIST OF SCHEDULE 40 DWV PATTERN. AS PIPE AND FITTING SHALL CONFORM TO ASTM D-266-67, CS 270-65, SCHEDULE 40 DWV PATTERN. B. JOINTS: BELOW FLOOR SLAB - COMPRESSION TYPE PLASTIC SEAL (HUB AND SPIGOT). ABOVE FLOOR SLAB - NEOPRENE SEALING SLEEVE WITH STAINLESS STEEL SHIELD AND CLAMP WITH APPROVED NEOPRENE - BASED LUBRICANT, (HUBLESS). GALVANIZED VENT - SCREWED JOINTS WITH TEFLOW TAPE ON MALE THREADS. C. PITCH WASTE LINES 2" AND SMALLER NOT LESS THAN 1/4" PER FOOT. PITCH LARGER MAINS NOT LESS THAN 1/8" PER FOOT. D. INSTALL A CLEAN -OUT AT BASE OF EACH SOIL STACK, AT EACH CHANGE IN DIRECTION, AT INTERVALS NOT OVER 50 FEET, AND ELSEWHERE AS SHOWN ON DRAWINGS OR REQUIRED BY LOCAL CODE. CLEAN -OUTS SHALL NOT BE INSTALLED IN PUBLIC AREAS WITHOUT SPECIFIC PERMISSION BY OWNER'S CONSTRUCTION MANAGER; BUT WHERE NECESSARY, THE WALL COVERS ARE TO BE STAINLESS STEEL AND THE FLOOR COVERS ARE TO BE BRASS (FLUSH WITH FINISHED FLOOR). PROVIDE COVERS WITH INSET AREA FOR CARPETED FLOOR LOCATIONS. ALL CLEAN -OUT LOCATIONS SHALL BE APPROVED BY THE OWNER'S CONSTRUCTION MANAGER. 2. CAR WASH CHASE WAY, DRAINS AND SUPPLY LINES RECLAMATION DRAINAGE PIPE, SECTION LINES AND OZONE TREATMENT LINES AND FITTINGS. (IF PERMITTED BY LOCAL OR APPLICABLE CODES) ALL RECLAIM DRAINAGE LINES, SUCTION LINES, OZONE TREATMENT LINES AND RELATED FITTINGS SHALL BE SCHEDULE-80 POLYVINYL CHLORIDE (PVC) PIPING CONFORMING TO ASTM D-1785-83. MECHANICAL ENGINEER TO VERIFY LOCAL OR APPLICABLE CODES AND SPECIFY ALTERNATE MATERIAL IF PVC IS NOT PERMITTED. 2.5 PNEUMATIC LINES A. PNEUMATIC SUPPLY LINES 1. ALL PNEUMATIC SUPPLY LINES SHALL BE TYPE-K COPPER TUBE WITH WROUGHT COPPER OR BRONZE SWEAT FITTINGS ABOVE GRADE. NO FITTINGS SHALL BE ALLOWED BELOW GRADE. 2. ALL PNEUMATIC SUPPLY LINES BELOW GRADE SHALL BE ENCASED IN SCHEDULE-40 CHASEWAYS. 2.6 HYDRAULIC HOSE A. PIPE AND FITTINGS 1. ALL HYDRAULIC HOSE SHALL BE SAE-10OR7 BY SYNFLEX (OR APPROVED EQUAL) WITH 2,000 PSI WORKING PRESSURE; 10.000 PSI BURST PRESSURE. 2. ALL HYDRAULIC SUPPLY LINES BELOW GRADE SHALL BE ENCASED IN SCHEDULE-40 PVC CHASEWAYS. 2.7 PRESSURE TEST LEAVE UNCOVERED AND UNCONCEALED ALL WATER DISTRIBUTION PIPING UNTIL IT HAS TESTED AND APPROVED. EXPOSE ALL SUCH WORK FOR TESTING THAT HAS BEEN COVERED OR CONCEALED BEFORE IT HAS BEEN TESTED AND APPROVED. CAP AND SUBJECT THE PIPING SYSTEM TO A STATIC WATER PRESSURE OF 150 PSIG WITHOUT EXCEEDING THE PRESSURE RATING OF THE PIPING SYSTEM MATERIALS. ISOLATE THE TEST SOURCE AND ALLOW TO STAND FOR A PERIOD OF FOUR HOURS. LEAKS AND LOSS IN TEST PRESSURE CONSTITUTE DEFECTS WHICH MUST BE REPAIRED. REPAIR ALL LEAKS AND DEFECTS USING NEW MATERIAL AND RETEST SYSTEM OR PORTION THEREOF UNTIL SATISFACTORY RESULTS ARE OBTAINED. TESTING REQUIREMENTS ARE MINIMUM AND ARE NOT INTENDED TO BE LIMITING WHERE ADDITIONAL TESTING METHODS ARE REQUIRED BY THE AUTHORITY HAVING JURISDICTION. ►x;�ti7\III:aaWTI ll1![6 A. INSTALLATION & CONNECTIONS GENERAL CONTRACTOR OR HIS DESIGNATED SUBCONTRACTOR SHALL INSTALL ALL TUBING, MANIFOLDS, VALVES, VALVES BOXES, HEATERS, BOILERS, STORAGE TANKS, PUMPS, AND RELATED EQUIPMENT FURNISHED BY CAR WASH SUPPLIER. ALSO, G.C. SHALL PROVIDE AND INSTALL, AS NECESSARY, ALL GAS SUPPLY PIPING AND CONNECTIONS, VENTING AND ANY INTERCONNECTING PIPING FROM MANIFOLDS, BOXES, PUMP, HEATERS OR RELATED EQUIPMENT W/SUITABLE SPEC. MATERIALS. # I DATE I ISSUED WITH: CHANGE DESCRIPTION GREEN CLEAN AUTO WASH 3290 WORTH CROSSING CHARLOTTESVILLE, VA 22911 C,teen Clean urimh, auto -wash DAN P, RHODES > Lic. No. 29925 7402 East Broad Street Blacklick, Ohio 43004 Phone: 614.322.7050 Fax: 614.322.7049 www.aegltd.com MEP Buildinq Consultants SCALE: AS NOTED SHEET # / DESCRIPTION PLUMBING SPECIFICATIONS P3 DATE: 03.16.2021 CONSTRUCTION DOCUMENTS AEG PROJECT # 21121