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HomeMy WebLinkAboutSDP201700024 Plan - Other (not approved) 2017-04-121/,+- ='I --u KEY NOTES CONCRETE WALK; REF SHEET S101, BROOM FINISH UNO © PRE -CAST WALL CAP © CONCRETE FOOTING SHOWN DASHED BELOW; ref. SHEET S101 EXISTING LIGHTS; REF. CIVIL DWG's O WALL MOUNTED HANDRAIL, PAINTED O GUARD MOUNTED HANDRAIL, PAINTED O ROWLOCK COURSE BRICK PAVERS (H 1:48 MAX. SLOPE AT LANDING, WORK SLOPE TO SCUPPER ( EXISTING LIGHT POLES TO REMAIN 0 NEW CURB CUT; REF CIVIL DWG's O PROVIDE PRECAST SCUPPER FOR WATER DRAINAGE THRU CURB; ref. DETAIL SHEET A201 © APPROX LOCATION OF CONCRETE REINFORCED PIPE BELOW, SHOWN DASHED MATCH EXISTING RETAINING WALL DESIGN & WALL CAP, BLEND NEW O BRICK WITH OLD 48" MIN. TOWARD EXISTING WALL. DOWEL NEW CONSTRUCTION INTO EXISTING WITH No. 4 DOWELS @ 12" ox. DRILL 6" INTO EXISTING WALL & GROUT DOWEL w/ HILTI HY-200 ADHESIVE 0 APPROX ELECTRICAL BOX LOCATION, VERIFY IN THE FIELD O ALIGN NEW WALL CAP WITH EXISTING. NOTIFY ENGINEER IF EXISTING CAP IS NOT +42" ABOVE THE EXISTING WALKING SURFACE © REF. CIVIL DRAWINGS FOR EXTENT OF NEW CONCRETE WALKING SURFACES & CONTROL JOINTS GENERAL NOTES 1. COORDINATE INSTALLATION OF ELECTRICAL CONDUIT FOR CANOPY LIGHTING. 2. COORDINATE INSTALLATION OF STORM WATER PIPING FOR RAIN LEADERS. 3. METAL GUARDS TO HAVE A MAXIMUM GAP OF 3 3/4" GAP TO ANY ADJACENT WALL OR COLUMN. 4. RL = RAIN LEADER / DOWN SPOUT. TIE IN TO STORM WATER MGMT SYSTEM; ref. CIVIL DWG's 5. DIMENSIONS ARE TO FACE OF MASONRY, UNLESS NOTED OTHERWISE. 6. REFERENCE SHEET S101 FOR CONCRETE SIDEWALK REQUIREMENTS 4 1 BRICK EXP JOINT DETAIL CL NOTE: EXP JOINTS 1'-1 1/4' SHALL NOT EXCEED r 1 1/2" 30' o.c. I. BACKER ROD SEALANT COLOR TO MATCH MORTAR I 1'-11/4" 0/8" CAULKED JOINTS, RAKE MORTAR 1/, RICK BEL OW :. .: (DASHED) -4--"..CAULKtALI. _ ,AROUND� OST " TYP....10" SQUARE TUBE.CQCUMN ". CGSHAPE ' T PRE -CAST PANELS " 6J8" 8 3/8" COORD. w/ RAIN LEADER BOOT BELOW RETURN BRICK TYPICAL PLAN DETAIL AT COLUMNS 2''3" I. 11-11/411 31011 1'-11/41' �. 1 1/2" 207 N. Foushee Street Richmond, Virginia 23220 phone: (804) 823-2900 www.pricestudios.com CHARLOTTESVILLE - ALBEMARLE REGIONAL AIRPORT CHARLOTTESVILLE, VA PEDESTRIAN ACCESS RAMP & CANOPY SYSTEMS 4111. 4 v APRIL 14, 2017 r Ix CLIENT NO. PRICE NO. DRAWN BY: DESIGNED BY: SCALE: DATE: LAST REVISION: M;14*6 2215-1502A 2011-02 AS INDICATED APRIL 2017 RAMP PLAN 1 1 /2"=1'-0" 1 1/2"=1'-0" )1 IA101 11 1/2"=1'-0" 1 c c 1.5" DIA. CONTINUOUS GUARD RAIL BOTTOM CHORDS L- L L. V P1 1 I V 1 V 11/2"=1'-0" PRECAST SCUPPER; ref. DETAIL 7, THIS SHEET ELEVATION 1/4"=1'-0" GENERAL NOTES 1. COORDINATE INSTALLATION OF ELECTRICAL CONDUIT FOR CANOPY LIGHTING. 2. COORDINATE INSTALLATION OF STORM WATER PIPING FOR RAIN LEADERS. 3. REFERENCE SHEET A101 FOR TYPICAL MASONRY EXPANSION JOINT (EJ) 4. MOCK UPS: PROVIDE MOCK UPS FOR BRICK, HAND & GUARD RAILS FINISHES • BRICK: ref. SECTION 04 20 00 - UNIT MASONRY BASIS OF DESIGN: BORAL MAIN STREET SALISBURY FULL RANGE • PRE -CAST: ref. SECTION 03 45 00 - PRECAST ARCHITECTURAL CONCRETE MATCH EXISTING STAIR TREADS AT EXISTING STAIRS • PAINT: ref. SECTION 09 96 00 - HIGH PERFORMANCE COATINGS RAILINGS: COLOR TO MATCH EXISTING RAILINGS AT STAIRS CANOPY STRUCTURE: COLOR TO MATCH EXISTING STUB COLUMNS AT STAIRS RING; MA EXISTING DIAGONA 2"x2"x1/4" EACH CO NOTES: 1. FINISH & DETAILING TO MATCH EXISTING MONUMENTAL ENTRY SIGN 2. STEEL TO BE COATED WITH HIGH PERFORMANCE COATING; COLOR TO BE SELECTED FROM THE MFR's COMPLETE COLOR RANGE 3. SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL 1.5" DIA HANDRAIL WHERE INDICATED w/ SUPPORTS @ 24" o.c. 1/2" X 2" PAINTED STEEL GUARD RAILS AT 4" O.C. GENERAL NOTES: 1. FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION. 2. FINISH: MATCH EXISTING STAIR RAILINGS, REF. SPEC SECTION 09 96 00 HIGH PERFORMANCE COATINGS 3. REFERENCE SPEC SECTION 05 52 16 - RAILINGS FOR ADDITIONAL REQUIREMENTS 1/2" X 2" PAINTED STEEL HORIZONTAL RAILS AT 4" O.C. CORE DRILL ANCHORAGE @ 5'-0" o.c. MAX; 6" min EMBED 11-4" +/- MATCH APPROVED BRICK Y LLJ U U) 52, m� 0 rl_ U WELDED END PLATES 3/8" THICK - GRIND SMOOTH HSS 8X8X3/8' END VERTICAL INTERNAL PLAT STIFFENERS AT SUPPORT POINT ABOVE EACH COLUMN, REF. SHEET S201 ELEVATION NOTES: 1. REFERENCE SPECIFICATION SECTION 03 45 00 - PRECAST ARCHITECTURAL CONCRETE FOR ADDITIONAL REQUIREMENTS 2. PROVIDE REINFORCING REQUIRED TO SUPPORT DEAD LOADS 3. COORDINATE ELEVATION WITH MASONRY COURSING & ADJACENT SIDEWALK TO ENSURE PROPER DRAINAGE VERIFY & MATCH WALL WIDTH r _ COLUMN, TYP.— REF. SHEET S201 I T':7 } PRICE A^rSTUDIOS 207 N. Foushee Street Richmond, Virginia 23220 phone: (804) 823-2900 www.pricestudios.com CHARLOTTESVILLE - ALBEMARLE REGIONAL AIRPORT CHARLOTTESVILLE, VA PEDESTRIAN ACCESS RAMP & CANOPY SYSTEMS g :. # C3 J. 5 5' r, t i i`s'v f L£ RT c?.; APRIL 14, 2017 CLIENT NO. PRICE NO. DRAWN BY: 11��C�7�1�73'il 2215-1502A 2011-02 SCALE: AS INDICATED DATE: APRIL 2017 LAST REVISION: SHEET: ELEVATIONS ENLARGED ELEVATION 1/2"=1'-0" PRECAST SCUPPER NO SCALE NOTES: 1. PROVIDE 1" NON -SHRINK GROUT BENEATH BASE PLATE. 2. ANCHOR BOLTS SHOULD HAVE 4" OF THREAD ABOVE TOP OF FOOTING. 3. PROVIDE STANDARD HEX HEADNUT AT END OF ANCHOR BOLTS EMBEDDED INTO FOOTING 4. SUBMIT SHOP DWG's FOR APPROVAL 2' 0" SEALANT & BACKER ROD AT PERIMETER OF COLUMN; TYP. BASE PLATE: V-4" x V-4" x 1" THICK w/ 77 (4) 3/4" DIA. ANCHOR BOLTS. PROVIDE PLATE WASHERS 1/4 X 3 X 3. PROVIDE 1" NON -SHRINK GROUT. DOWNSPOUT BOOT BEYOND,ref. CIVIL DWGs 1/2" EXP MATERIAL; TYP I ' 1/4 � I ' I C d' . VIA ru =�z A101 I A301 / 1"=1'-0" SECTION 1 1/2"=1'-0" $ SECTION A301 I 1 1/2"=1'-o" CENTER LINE OF COLUMN = CENTER LINE OF FOOTING STEEL COLUMN REF. STRUCTURAL DWG's PRECAST CONCRETE WALL CAP, SLOPE TO EDGE @ 0 5% EPDM FLASHING, BENEATH PRECAST CAP; ref. SPEC 04 20 00 12' MIN BOTH SID AIR SPACE; 2" MIN _ FACE BRICK TO MATCH EXISTING TERMINATION BAR; _ ELEC CONDUIT; COORD. TYP ROUTING WITH STEEL FABRICATION WEEPS BOTH SIDES. PROVIDE WEEPS PER PER SPEC 04 20 00 SPEC's LOCATED @ 1ST COURSE ABOVE GROUT SOLID TO 1" ABV GRADE ADJACENT GRADE; COORD. w/ WEEPS EPDM FLASHING _ GRADE VARIES, ref CIVIL DWGs DASHED, BOTH SIDES, STEP TO FOLLOW CONCRETE FOOTINGS GRADE OR SLOPE (7) #6 EACH WAY, TOP & BOTTOM �s ° R — — ^­ ACCESSORIES; PER FLASHING/TRIM w/ ENER :S O BE RT ER ZAM E 2'-0" SLOPE: 2% MIN i PRECAST CONCRETE WALL CAP w/ DRIP EDGE; TYP @ ALL OVERHANGS. PROVIDE (2) DOWELS OR PINS FOR EAC PRECAST UNIT, ANCHORED TO CMU. SEAL FLASHING. 1 1/2" HANDRAIL ATTACH WITH BRICK ANCHORS 12" CMU & FACE BRICK #5 VERT. REINF AT 16" O.C. EMBED 9" MIN. INTO FOOTING —1/2" EXP MATERIAL BETWEEN CONC & BRICK; TYP ALL INTERSECTIONS 4 ,,. I _._ ��e �• � ��•�� �. r Q � s• ter'-r� °�=:�r <�•� r< � s � 6' MIN. OF #57 GRANULAR ( FILL; TYPICAL. BOTTOM & i�TMlTT A� O D T w-FR©-L y i fNG I SIDES NOTES: 1. REFERENCE SPEC SECTION 04 20 00, FOR DETAILED REQUIREMENTS INCLUDING BUT NOT LIMITED TO FLASHING, WEEPS, WEEP PROTECTION MESH & BRICK VENEER TIES ETC. 2. WHERE CONCRETE SIDEEWALK DOES NOT ADJOIN EXTERIOR WALL, EXTEND 12" WIDE #57 STONE TO SURFACE ELEVATION; ref. CIVIL DWGs SECTION co )TH 2" AIR SPACE MIN w TERM. BAR > EPDM FLASHING WEEPS PER SPEC's ROOF DECK;. ref. SHEET S201 ==III CONT. 1/4" THICK ' BENT PLATES w/ STIFFENERS @ 24" TYPICAL , I I. HSS 8X8X3/8 TOP CHORD OF TRUSS REFERENCE DETAIL, SHEET A201 1/2" EXP MATERIAL BETWEEN CONC & BRICK ROWLOCK COURSE FACE BRICK CONCRETE RAMP, SEE PLAN A101 #4 DOWEL @ 16" ox. 2'-8" HORIZONTAL LEG, 2'-8" VERTICAL LEG <1'� w. (2) #4 CONT. 4 1 1/2" CLEAR SIDE COVER !— 'b) 2" CLEAR TOP COVERT i #57 STONE SOLIDLY GROUTED i 12" CMU TYP. �) $ #5 VERT. REINF AT 16" O. EMBED 9" MIN. INTO FOOT NG ' DAMP -PROOFING SHOWN DASHED; ref. SPEC 07 11 13 FABRIC BARRIER BETWEE I GRAVEL & EARTH; ref. SPEC 04 20 00 PERF. DRAIN PIPE; ref. CIVIL DWG's SY A CONCRETE FOOTING; 4 ref. DETAIL 4 ABOVE ? 4 — #57 STONE BENEATH & 1AT SIDES OF FOOTING; 6" MIN. TYPICAL 1 ------ I =D T I of I..__ _I SECTION 1'-0" STORM WATER 1 2 3 2 Al A301 ' i 1 IANOPY IS NOT SHOWN FOR CLARITY +118.54' I' _ 1'A" 5'-0" 5'-0" +615.06' 5'-0" Y-01 15'-0" 1'-0" 5'-0" 5'-0" UARD BEHIND UARD AND HAND RAIL NOT SHOWN FOR CLARITY - °? 19 N g ^ � i T�� � P. _.. ~� I"Y ij'�_�'T1�7v i�P•SY �i �'i�E' LL1 f�i'��+�,..�'x9te. 4 a _ - _ ....�. iciU.., ; � x. G ¢ w ��$Q k � _ � ., _ l 1 ... ,. ,. _ a , 'e � �• G• I HIM _ ar. ! i , h i—'•s .. ... 7 - it LS a I' �;� , 9[, f�� iA .i 1 � .riE•• •.. •.� • � r, MUMS@ b 1 N I! % in 3 FOR ALL RAMPS L' �' rTY TYPIIIIL ICAL @aALL�RAMPS, SPACE @ 30' o.c. MAXIMUM PRICE STUDIOS 207 N. Foushee Street Richmond, Virginia 23220 phone: (804) 823-2900 www. pricestudios.com CHARLOTTESVILLE - ALBEMARLE REGIONAL AIRPORT CHARLOTTESVILLE, VA PEDESTRIAN ACCESS RAMP & CANOPY SYSTEMS *a,iwiotg �k: i 0 ,m�E fry •� .iv. c^lv. 11391E APRIL :14, 2017 • 2215-1502A 2011-02 AS INDICATED APRIL 2017 SHEET: SECTIONS SECTION __ 1 A301 REFLECTED CEILING PLAN: RAMP CANOPY 1/4"=V-0" KEY NOTES ROOF PURLINS (ABV CEILING); ref. FRAMING PLAN © ROOF FRAME; ref. FRAMING PLAN © CEILING LIGHTS; ref. ELECTRICAL DRAWINGS 0 METAL CEILING PANELS (PAINTED WHITE) PERFORATED METAL CEILING PANELS SHOWN DASHED O BRACE: ref. FRAMING PLAN T T T 4 A101 A201 GENERAL NOTES 1. COORDINATE INSTALLATION OF ELECTRICAL CONDUIT FOR CANOPY LIGHTING. SUBMIT DRAWING DETAILING PROPOSED ROUTING. ROUTE CONDUIT INSIDE COLUMN(S) TO ACCESS SPACE ABOVE CEILING. ALL CONDUIT SHALL BE UL LISTED SCHEDULE 40 PVC AND CONCEALED FROM VIEW. 2. COORDINATE LIGHT LOCATIONS BASED ON ROOF PURLIN LOCATIONS & LIGHT FIXTURE HOUSING 3. VERIFY SUBMITTED LIGHT FIXTURE HEIGHT TO CONFIRM THAT IT IS LESS THAN THE ROOF PURLIN DEPTH PRICE STUDIOS 207 N. Foushee Street Richmond, Virginia 23220 phone: (804) 823-2900 www.pricestudios.com CHARLOTTESVILLE - ALBEMARLE REGIONAL AIRPORT CHARLOTTESVILLE, VA PEDESTRIAN ACCESS RAMP & CANOPY SYSTEMS CLIENT NO. PRICE NO. DRAWN BY: DESIGNED BY: SCALE: DATE: LAST REVISION: 2215-1502A 2011-02 AS INDICATED APRIL 2017 SHEET: RAMP REFLECTED PLAN CEILING n2 (3) 4 A101 A201 N A I D ( I I I D J 2- I D n B C 1 I B I B I B o � N I A I I 1 A101 A301 1 fi B C B B C B 2 1 A101 A301 A101 A201 ( I I 10'-8" 20'-0" 20'-0" 10'-8" ROOF PLAN: RAMP CANOPY 1/4"=T-0" KEY NOTES O STANDING SEAM METAL ROOF SYSTEM 1; ref. NOTES THIS SHEET © GUTTER; ref. SPEC SECTION 07 62 00. SHEET METAL FLASHING & TRIM © RAIN LEADER; ref. SPEC SECTION 07 62 00 - SHEET METAL FLASHING & TRIM O SNOW GUARD; ref. SPEC SECTION 07 72 00 - ROOF ACCESSORIES GENERAL NOTES 1. LEADER SIZE TO BE 4" DIA - BASED ON 2012 VA PLUMBING CODE FIGURE 1106.1 - 100 YEAR, 1-HOUR RAINFALL = 3" TABLE 1106.2(1) - 4" DIAMETER OF LEADER -ROOF AREA ALLOWED = 6,130 SQ.FT. ROOF AREA (ACTUAL) = 2,976 SQ.FT. 2. SEMICIRCULAR ROOF GUTTERS TO BE 7" DIAMETER TABLE 1106.6 - RAINFALL RATE 3" - 1/4 UNIT VERTICAL IN 12 UNITS HORIZONTAL (2% SLOPE) - 7" DIA - ROOF AREA ALLOWED = 3,860 SQ. FT. ROOF AREA (ACTUAL) = 2,976 SQ. FT. ROOF SYSTEM 1 El STANDING SEAM METAL ROOF PANELS OVER CONTINUOUS ICE + WATER SHIELD (SECTION 07 41 13), 9/16" PRESSURE TREATED PLYWOOD & METAL DECK PER SHEET S301 PRICE STUDIOS 207 N. Foushee Street Richmond, Virginia 23220 phone: (804) 823-2900 www.pricestudios.com CHARLOTTESVILLE - ALBEMARLE REGIONAL AIRPORT CHARLOTTESVILLE, VA PEDESTRIAN ACCESS RAMP & CANOPY SYSTEMS s�. 1..tv.r�k, tt�rx APRIL 14, 2017.r 40,► CLIENT NO. PRICE NO. DRAWN BY: DESIGNED BY: SCALE: DATE: LAST REVISION: SHEET: 2215-1502A 2011-02 AS INDICATED APRIL 2017 RAMP ROOF PLAN CP 0 10'-8" ( EXTENT OF WALL ABOVE 4 N EXTENT OF ABOVE _ E�TENT OF WALL BOVE �,o sties EXTENT OF WALL ABOVE 2 20'-0" 20'-0" ------ ABOVE ABOVE EXTENT OF WALL r__ Go ABOVE ©I I C- I I I A (D_ I I I I EXTENT OF WALL I I ABOVE II �I I II SI II II I I (D I ABOVE I I Q EXTENT OF WALL ABOVE II IICO ( 10'-8" RAMP CANOPY FOUNDATION PLAN 1/4"=1'-0" NOTES: 1. COORDINATE STEPPED LOCATIONS WITH GRADING, ADJACENT RAMP & MASONRY COURSING. 2. REFERENCE FOUNDATION DETAILS FOR REBAR SIZE. 3. BASE BELOW SLAB ON GRADE SHALL BE 6" MIN OF #57 STONE � z -_ LL, ... 1'-0" 3 10'-8" EXTENT OF WALL ABOVE I EXTENT -I- ( I I I I I OF WALL ABOVE I I I I II II it I! II II EXTENT OF WALL ABOVE �7_77_77_T,_ (D -1 I I II II _ I II II -© T/ FTG EXISTING I NEW BORE INTO SAWCUT EDGE OF EXISTING CONCRETE TO REMAIN No. 4 REBAR DOWEL, 12" LONG @ 12" o.c. 2'-0" NOTES: 1. SET DOWEL @ MID -POINT OF EXISTING SLAB, EMBED 6" MIN. 2. GROUT DOWEL WITH HILTI HY-200 ADHESIVE. 3. BASE BELOW SLAB ON GRADE SHALL BE 6" MIN OF #57 STONE 20'-0" EXTENT OF WALL ABOVE II II II II I..� ____.. .__._ .. r �ti • Q I I I EXTENT OF WALL ABOVE I 1 ' I � I I 10'-8" STRUCTURAL NOTES REFERENCE SHEET S301 • GENERAL NOTES 1. COORDINATE INSTALLATION OF ELECTRICAL CONDUIT FOR CANOPY LIGHTING. 2. COORDINATE INSTALLATION OF STORM WATER PIPING FOR RAIN LEADERS. 3. VERIFY, LOCATE AND MARK ALL UTILITIES PRIOR TO EXCAVATION. 4. STRIP EXISTING TOPSOIL AND VEGETATION. BACKFILL AREAS ABOVE EXISTING GRADE WITH VDOT 21A STONE. 5. ALL BACKFILL MATERIAL SHALL BE VDOT 21A STONE. 6. UNLESS NOTED OR DETAILED OTHERWISE, EDGES OF SLABS SHALL BE TURNED DOWN BELOW GRADE. MIN. SLAB TURN -DOWN WIDTH IS 12". SLAB TURN DOWN SHALL EXTEND TO TOP OF FOOTING OR 24" BELOW SURFACE GRADE MINIMUM. 7. ALL FOOTERS SHALL BE CUT INTO IN -SITU SOIL. 8. THE CONTRACTOR MAY STEP THE FOOTINGS BASED ON ACTUAL GRADING & FIELD REQUIREMENTS; MAINTAIN DEPTH TO ENSURE FROST LINE PROTECTION. SUBMIT PROPOSED STEPPED FOOTING LOCATIONS & DEPTHS TO THE ENGINEER FOR REVIEW AND APPROVAL. KEY NOTES FOOTING A: T-0" x 7'-0" COLUMN FOOTING; ref. SECTION 5/A301 © FOOTING B: 36" WIDE SPREAD FOOTING; ref. SECTION 4/A301 CONCRETE SIDEWALKS: 5" THICK REINFORCED w/ 6x6 W2.1 x W2.1 WELDED WIRE © FABRIC AT MID -DEPTH. SLABS TO BE PLACED A MINIMUM OF 6" THICK COMPACTED GRANULAR FILL, PLACED ON SOUND SUB -GRADE. WELDED WIRE FABRIC SHALL BE PROVIDED IN FLAT SHEETS SUPPORTED IN PLACE WITH STANDARD CHAIR SUPPORTS. FOUNDATION PLAN NOTES 1. FOOTING SIZES AND ELEVATIONS SHOWN ARE BASED ON AN ALLOWABLE SAFE SOIL BEARING CAPACITY OF 2000 PSF. FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR STRUCTURALLY COMPACTED FILL OF AT LEAST THIS WORKING SAFE CAPACITY. IF SOIL OF THIS QUALITY IS NOT FOUND AT THE ELEVATIONS INDICATED, THE FOOTING MAY NEED TO BE LOWERED OR ITS SIZE ADJUSTED, UNDER THE DIRECTION OF THE RESPONSIBLE ENGINEER. 2. WHERE FOOTING ELEVATION IS NOT NOTED, TOP OF FOOTING SHALL BE EITHER V-0" BELOW FINISHED GRADE, 8" BELOW SLAB AT GRADE, AS REQUIRED TO ALLOW PIPING UNDER SLAB, OR AS REQUIRED BY SOIL BEARING CONDITIONS. FUTURE FRAMING PLAN NOTES ROOF DESIGN LIVE LOAD = SO PSF DESIGN GROUND SNOW LOAD PG = 30 PSF WIND LOAD: 115 MPH EXPOSURE C SEISMIC LOADS: SEISMIC DESIGN CATEGORY B FROST LINE: 18" MIN BELOW GRADE DIVISION 3 - CONCRETE 1. ALL DETAILING, FABRICATION AND PLACEMENT OF REINFORCING STEEL, FORMWORK, MIXING, HANDLING, PLACING, FINISHING AND CURING OF CONCRETE SHALL BE IN ACCORDANCE WITH ACI "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" (ACI-315) AND ACI "BUILDING CODE (REQUIREMENTS FOR REINFORCED CONCRETE" (ACI-318). 2. CONCRETE MINIMUM STRENGTH AT 28 DAYS SHALL BE 4,000 PSI FOR FOOTING CONCRETE & 4,000 PSI FOR SIDEWALK SLAB CONCRETE. MAXIMUM WATER -CEMENT RATIO SHALL BE 0.50, WITH MAXIMUM SLUMP 4 INCHES. MAXIMUM SIZE OF COARSE AGGREGATE SHALL BE 1 INCH, AND ALL AGGREGATES SHALL CONFORM TO ASTM C33. EXTERIOR CONCRETE SHALL BE AIR ENTRAINED, AIR CONTENT TO BE BETWEEN 5 AND 7 PERCENT BY VOLUME. 3. THE FOLLOWING CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT NEAREST THE DESCRIBED SURFACE, UNLESS OTHERWISE NOTED: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3 IN. CONCRETE EXPOSED TO EARTHS OR WEATHER: # 6 OR LARGER BARS: 2 IN. # 5 OR SMALLER BARS: 1-1/2 IN. 4. IMMEDIATELY FOLLOWING FINISHING THE CONCRETE SHALL BE PROTECTED FROM PREMATURE OR EXCESSIVE DRYING, TEMPERATURE EXTREMES AND INJURY. 5• ALL REBAR SHALL BE EPDXY COATED. PROVIDE PRODUCT DATA AND (2) 12" LONG SAMPLES FOR REVIEW AND APPROVAL. EPDXY -COATED REINFORCING BARS: ASTM A 706 EPDXY -COATED IN ACCORDANCE WITH ASTM A 775 AND ASTM D 3963. COATING MATERIAL SHALL CONFORM TO ASTM A 775 AND ASTM D 3963, ANNIEX 1, GREEN IN COLOR. BARS SHALL BE CUT AND BENT COLD BEFORE APPLYING COATING MATERIAL 6. ALL WELDED WIRE FABRIC SHALL BE EPDXY COATED COMPLIANT WITH ASTM A884 STANDARD. PROVIDE PRODUCT DATA AND (2) 12" x 12" SAMPLES FOR REVIEW AND APPROVAL. 207 N. Foushee Street Richmond, Virginia 23220 phone: (804) 823-2900 www.pricestudios.com CHARLOTTESVILLE - ALBEMARLE REGIONAL AIRPORT CHARLOTTESVILLE, VA PEDESTRIAN ACCESS RAMP & CANOPY SYSTEMS a Lit;A'qv, 118 s1 M APRIL 14, 2017 CLIENT NO. 2215-1502A PRICE NO. 201 1-02 DRAWN BY: DESIGNED BY: SCALE: AS INDICATED DATE: APRIL 2017 LAST REVISION: SHEET: FOUNDATION PLAN DETAIL: TYPICAL STEPPED FOOTING 3/4"=1'-0" DETAIL: TYPICAL STEPPED FOOTING 3/4"=1'-0" 101-811 j, 201-011 RAMP CANOPY STRUCTURAL FRAMING PLAN 1/4"=1'-0" 201-011 101-811 STRUCTURAL NOTES REFERENCE SHEET S301. GENERAL NOTES 1. COORDINATE INSTALLATION OF ELECTRICAL CONDUIT FOR CANOPY LIGHTING; REF. SHEET A401 2. PROVIDE STRUCTURAL STEEL SHOP DRAWING SUBMITTAL FOR REVIEW & APPROVAL. KEY NOTES BRACE: HSS 8x4x3/8, WELD TO COLUMN, WELD TO PURLIN © ROOF PURLINS: HSS 8x6x3/8 @ 6-0" o.c. ALIGN EACH PURLIN w/ TRUSS PANEL POINTS © METAL DECK: EPIC E300-18 ROOF DECK OR EQUAL; REF. NOTES SHEET S301 O STIFFENERS: PROVIDE WELDED INTERNAL 3/8" PLATE STIFFENERS @ SUPPORT POINTS INSIDE THE HORIZONTAL TOP & BOTTOM TUBES ALIGNED WITH THE VERTICAL TUBES J PR10E STUDIOS 207 N. Foushee Street Richmond, Virginia 23220 phone: (804) 823-2900 www.pricestudios.com CHARLOTTESVILLE - ALBEMARLE REGIONAL AIRPORT CHARLOTTESVILLE, VA PEDESTRIAN ACCESS RAMP & CANOPY SYSTEMS BCD 1.55"first>!'tt?:t`€+a: Liv, .Nu11841 10 AP'RIL 14, 2017 CLIENT NO. PRICE NO. DRAWN BY: DESIGNED BY: SCALE: DATE: LAST REVISION: 2215-1502A 2011-02 AS INDICATED APRIL 2017 SHEET: STRUCTURAL FRAMING PLAN � oil i *11- 12 N _I N Q 4.5 CONT, GALV. CLEAT, TYP. COUNTERSUNK 1 \ 91 FASTENER, TYP. - j - \ PRESSURE TREATED--` \ I PARALLAM 31/2"x14 BOLTED TO CLIP ANGLE �\ \� 4x4x1/4 w/ (2)1/2" DIA. S.S. BOLTS \ SLOPED SEAT CONNECTION; BRAKE METAL OVE �'\. ref. DETAIL HEET S401 SUBSTRATE \ "J" CLOSURE FOR SOFFIT, TYP. ALUMINUM SOFFIT PANEL ON 7/8" FURRING CHANNELS \ ON 2x6 BETWEEN RAFTERS 2'-0" I + l DETAIL: !!01/ 1 1l2"=1'-0" 3'-9" GUTTER DETAIL 1 1/2"=1'-0" STEEL FRAME BEYOND RAKE DETAIL 1 1/2"=1'-0" ROOF SYSTEM 1 - SHEET A501 METAL CAP TRIM W/ HEMMED EDGE ON GUTTER SIDE CONT. GALV, CLEAT GUTTER: 4"W.x4"D. BRAKE METAL OVER T' 3/4" MARINE PLYWD 2x BLOCKING, NOTCH FOR RAIN LEADER "J" CLOSURE FOR SOFFIT, TYP. METAL CEILING PANEL 3" DIA. PVC RAIN LEADER INSIDE COLUMN ROOF SYSTEM 1 - SHEET A501 RAKE TRIM N CONT. GALV. CLEAT WOOD BLOCKING BRAKE METAL OVER 3/4" MARINE PLYWD, FASTENED TO PURLIN ROOF PURLIN , 2 x 2 x 1/8" CLIP ANGLE AT EACH EYE BOLT WELDED TO PURLINS ANCHOR BOLTS @ 60" O.C. �— lip "J" CLOSURE FOR SOFFIT PROVIDE 1.5" DIA. HOLE IN CEILING @ EACH EYE BOLT w/ GROMMET 09 54 23 LINEAR METAL CEILINGS; PROVIDE SUPPLEMENTAL FRAMING IF 5 REQUIRED BY DESIGN LOADS & SPANS FASTENER SCHEDULE: • 16 GA HAT CHANNEL TO PURLINS: (2) HILTI X-EDN 19 THQ 12 PINS AT EACH PURLIN • 16 GA HAT CHANNEL TO STEEL ANGLES: (2) HILTI X-EDNI 19 THQ 12 PINS @ 16" MAX. WHERE WOOD BLOCKING OCCURS USE 1/4" DIAMETER x 2" STAINLESS STEEL WOOD SCREWS IN PLACE OF PIN. • STEEL ANGLE TO TUBE: MIN. 2" OF 3/16" FILLET WELD EACH LEG. • METAL ROOF DECK TO PURLINS: HILTI X-EDN 19 THQ 12 PINS @ 8" MAX AT EACH PURLIN • METAL ROOF DECK SIDELAP FASTENERS: No. 10 SCREWS AT 12" MAX • WOOD BLOCKING TO STEEL DECK: 1/4" DIAMETER STAINLESS STEEL SELF DRILLING SCREWS @ 12" MAX • WOOD BLOCKING TO STEEL TUBE: HILTI X-U PINS @ 12" MAX w/ WASHER TO PREVENT DRIVE THROUGH • ANCHORS INTO PLYWOOD: 912 FLATHEAD SCREWS w/ WASHERS @ 12" o.c. MAXIMUM M o co I 2 1 4 \ 5LU 1 IUN: 51 AIR GANUF'Y 3/8"=1'-0" m ccROOF PURLINS SHALL BE HSS 8x4x1/4 CONTINUOUS PURLIN, TYP. - SLOPED SPACE @ 4'-0" o.c. MAXIMUM z U5 AT EDGE PURLINS, FACE OF PURLIN = END OF FRAME BEAM. 2'4" I 15'-10" @ SOUTH CANOPY (VIF) �� 16-2" @ BOTH CANOPIES 164" @ NORTH CANOPY (VIF) VERIFY IN FIELD r----..=;a �apg „� — — .:�,. „. — — — — k�rz------ *�OZO . $a�"rok?,c3 . �" — — .,,s;is.. A.x..... — -- . , �.� -------------- 9�,.v �. . . `u@ :a — — — ,>, `YAK,... — m'�x..ia....�.a"� — — — — — — — — e — -------�- . i' i�,'' ...,«.. -- ..ri.':':.1:P,,. '�a --�--- I I .,m, I I I I ROOF PURLINS I I 1OOF PU ILINS I I I I I I I I I I I I I I I I I I I I I ma I I I I a, v .1 Lns, r 1!1'15=11 1 011,211 PC,�v ! I I I �. ,' I I I -,. j w w ROOF PURLIN j OOF P RLINS j W O CO _j- � I = w Z ._..I_ ._ _L.CL ' I o g ILL I I I I I I\ ¢ O O GN a 11111 111110 1111111 11111 OEM HE 1<, I I I ROO PURLIN I I I ROOF PIJRLINS I I I I I I I I I I I I I I I I I I I I I I I I I I I I I - ;n3., ''`,.'' FL ---- -----I T----------- c.; ts-a.s. .. La''„ ROOF PURLINS ::i,F'.;' .' 6 rOn" e,... �'aa•. ` , :�".+ •v„s, ROOF PURLINS I ` 28'-0$" VERIFY IN FIELD (27'-0 1/8" AT SOUTH PTAIR) VERIFY IN FIELD ROOF PLANE ABOVE: 36'-0" @ N RTH STAIR, 35'-0" @ SOUTH STAIR (VERIFY ALL DIME SIONS IN THE FIELD) R ROOF SYS SNOW GUI STEEL COL BEAM EXISTING RAILINGS I ii ii I I I I I — — — — — — —----------� SECTION: STAIR CANOPY 3/8"=1'-0" CANOPY DESIGN LOADS ROOF DESIGN LIVE LOAD = DESIGN GROUND SNOW LOAD WIND LOAD: SEISMIC LOADS: 30 PSF PG = 30 PSF 115 MPH EXPOSURE C SEISMIC DESIGN CATEGORY B CANOPY SUPERSTRUCTURE NOTES GENERAL NOTES: 1. ALL STEEL SHALL BE EPDXY COATED PER SECTION 09 96 00 - HIGH PERFORMANCE COATINGS. 2. CAP ALL ENDS OF EXPOSED TUBE STEEL. 3. FIELD VERIFY LOCATION OF EXISTING STEEL 4. ALL WOOD BLOCKING TO BE PRESERVATIVE PRESSURE TREATED. 5. NORTH & SOUTH STAIRS HAVE DIFFERENT DIMENSIONS, VERIFY ALL DIMENSIONS IN THE FIELD. FRAMING NOTES: 1. STRUCTURAL STEEL SHALL BE ASTM A36 PLATES AND ANGLES. 2. STRUCTURAL TUBING SHALL BE ASTM A500, GRADE B. 3. HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM A325. NUTS FOR HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM A563 DH. WASHERS SHALL CONFORM TO ASTM F436. 4. WELDS -SHALL BE WITH E70XX ELECTRODES BY WELDERS CERTIFIED FOR THOSE WELDS AND SHALL MEET AWS D1.1 STANDARDS. SLAG SHALL BE REMOVED FROM ALL STRUCTURAL WELDS. 5. ALL STEEL BEAMS SHALL BE INSTALLED WITH MILL CAMBER UP. 6. ALL COLUMN CAP AND BASE PLATES SHALL BE WELDED TO COLUMNS. ALL COLUMN BASE CONNECTION SHALL BE PLUMB AND LEVEL. METAL DECK: METAL ROOF DECK AND INSTALLATION SHALL COMPLY WITH AISI "SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS." AND SDI "SPECIFICATIONS AND COMMENTARY FOR STEEL ROOF DECK." MATERIALS SHALL CONFORM TO ASTM A611 GRADES C, D OR E, OR ASTM A446 GRADES A, B, C, D OR E. UNLESS NOTED OTHERWISE, METAL DECK SHALL BE 3" THICK, (18) GAUGE EPIC E300-18. DECK SHALL BE GALVANIZED. CARPENTRY: 1. WOOD FOR BLOCKING SHALL BE No. 2 SOUTHERN YELLOW PINE WITH MOISTURE CONTENT NOT TO EXCEED 15%. 2. PLYWOOD SHALL BE APA RATED SHEATHING WITH EXTERIOR GLUE, UNLESS NOTED OTHERWISE. PROVIDE MARINE GRADE; TYP. 3. ALL WOOD SHALL BE PRESSURE -TREATED IN ACCORDANCE WITH AWN STANDARD LP-2. 4. WHERE INDICATED PARALLAM ELEMENTS SHALL BE AS MANUFACTURED BY iLEVEL (SUBSIDIARY TO WEYERHAEUSER) INSTALLED IN ACCORDANCE WITH THE MANUFACTURER's STANDARDS. PRICE STUDIOS 207 N. Foushee Street Richmond, Virginia 23220 phone: (804) 823-2900 www.pricestudios.com CHARLOTTESVILLE - ALBEMARLE REGIONAL AIRPORT CHARLOTTESVILLE, VA PEDESTRIAN ACCESS RAMP & CANOPY SYSTEMS 4* Liv. Nv. i I � 411 AP'RIL :14, 2017 . '+. No. Description Date CLIENT NO. 2215-1502A PRICE NO. 201 1-02 DRAWN BY: M. CHUECA DESIGNED BY: S. TETTERTON SCALE: AS INDICATED DATE: APRIL 2017 LAST REVISION: SHEET: STAIR CANOPY PLAN AT SOUTH STAIR - (NORTH STAIR SIMILAR 3/8"=1'-0" PRICE S ruDios 207 N. Foushee Street Richmond, Virginia 23220 phone: (804) 823-2900 www.pricestudios.com CHARLOTTESVILLE - ALBEMARLE REGIONAL AIRPORT CHARLOTTESVILLE, VA PEDESTRIAN ACCESS RAMP & CANOPY SYSTEMS APRIL lit, 2017 No. Description Date CLIENT NO. 2215-1502A PRICE NO. 201 1-02 DRAWN BY: M. CHUECA DESIGNED BY: S. TETTERTON SCALE: AS INDICATED DATE: APRIL 2017 LAST REVISION: SHEET: STAIR CANOPY AkPRICE STUDIOS 207 N. Foushee Street Richmond, Virginia 23220 phone: (804) 823-2900 www.pricestudios.com CHARLOTTESVILLE - ALBEMARLE REGIONAL AIRPORT CHARLOTTESVILLE, VA PEDESTRIAN ACCESS RAMP & CANOPY SYSTEMS 41, ARIL 14, 2017 No. Description Date CLIENT NO. 2215-1502A PRICE NO. 201 1-02 DRAWN BY: M. CHUECA DESIGNED BY: S. TETTERTON SCALE: AS INDICATED DATE: APRIL 2017 LAST REVISION: SHEET: STAIR CANOPY CEILING PLAN �r1�11 PRICE STUDIOS 9 South Harvie Street Richmond, Virginia 23220 phone: (804) 823-2900 .w w w. p r i c e s t o d--- . c o rn Lu+Smith Ell G I N E E R S 5243 HICKORY PARK DRIVE, STE C GLEN ALLEN, VA 23059 p:804,925.2600 f:804.925.2170 www.LSEngineers.net CHARLOTTESVILLE REGIONAL AIRPORT CHARLOTTESVILLE, VA ACCESSIBLE RAMP INSTALLATION A Lic. No. 035702 -off 04/10/17 Fs Ef G�' ... NAL CLIENT NO. PRICE NO. 2011— 02 DRAWN BY: JST DESIGNED BY: JST SCALE: AS INDICATED DATE: A P R I L 11, 2017 LAST REVISION: SHEET: LEGEND, NOTES AND SCHEDULES DIVISION 16 - ELECTRICAL SPECIFICATIONS gi SECTION 16010 - ELECTRICAL GENERAL PROVISIONS THE WORK TO BE PERFORMED UNDER THIS DIVISION CONSISTS OF PROVIDING ALL ELECTRICAL WORK INDICATED ON THE DRAWINGS AND AS SPECIFIED HEREINAFTER, IT IS INTENDED THAT ALL WORK TO BE PERFORMED UNDER THIS DIVISION BE IN COMPLIANCE WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS AND REGULATIONS GOVERNING STANDARDS OF DESIGN, CONSTRUCTION, WORKMANSHIP AND MATERIAL, INCLUDING BUT NOT LIMITED TO, THE 2005 NEC, NESC AND, NECA WORKMANSHIP STANDARDS. LU + SMITH ENGINEERS HAS NOT PERFORMED ANY ASBESTOS INSPECTION AND IS NOT AWARE OF, NOR WILL BE RESPONSIBLE FOR ANY ASBESTOS RELATED ITEMS. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH THE OWNERS ASBESTOS ABATEMENT CONTRACTOR FOR TESTING AND REMOVAL PRIOR TO ANY CONSTRUCTION. SHOP DRAWINGS AND ENGINEERING DATA COMPLETE SHOP DRAWINGS AND ENGINEERING DATA ON ALL EQUIPMENT AND MATERIALS TO BE USED IN THE WORK OF THIS DIVISION SHALL BE SUBMITTED FOR THE ARCHITECT/ENGINEER'S REVIEW IN ACCORDANCE WITH THE CONTRACT DRAWINGS, UNDERWRITER'S LABEL AND LISTING ALL ELECTRICAL APPARATUS FURNISHED UNDER THIS DIVISION SHALL BE APPROVED BY UL AND SHALL BE SO LABELED AND LISTED WHERE SUCH IS APPLICABLE. WHERE CUSTOM BUILT EQUIPMENT IS SPECIFIED AND THE UL LABEL OR LISTING IS NOT APPLICABLE TO THE COMPLETED PRODUCT, ALL COMPONENTS USED IN THE CONSTRUCTION OF SUCH EQUIPMENT SHALL BE LABELED OR LISTED BY UL. TESTS AT THE COMPLETION OF THE ELECTRICAL INSTALLATION AND AT SUCH TIME AS THE ARCHITECT OR OWNER MAY DIRECT, THE CONTRACTOR FOR THE DIVISION SHALL CONDUCT AN OPERATING TEST FOR APPROVAL. ALL EQUIPMENT SHALL BE DEMONSTRATED TO OPERATE IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS AS INTENDED, PROVING SYSTEM INTEGRITY. ALL MATERIALS USED IN CEILING PLENUM SHALL BE PLENUM -RATED, FINAL INSPECTION WHEN THE WORK ON THE PROJECT HAS BEEN COMPLETED AND IS READY FOR FINAL INSPECTION, SUCH AN INSPECTION WILL BE MADE, AT THIS TIME THE CONTRACTOR SHALL DEMONSTRATE THAT THE REQUIREMENTS OF THIS DIVISION HAVE BEEN MET, SECTION 16110 - RACEWAYS AND FITTINGS A. ALL WIRING THAT IS REQUIRED TO BE INSTALLED IN RACEWAY SHALL BE ELECTRICAL METALLIC TUBING (EMT), SUBJECT TO THE RESTRICTIONS OF THE NEC. INTERMEDIATE METAL CONDUIT (IMC), (HOT DIP GALVANIZED) SHALL BE USED IN LOCATIONS EXPOSED TO THE WEATHER. THE USE OF TYPE MC CABE SHALL BE LIMITED TO LIGHTING AND RECEPTACLE BRANCH CIRCUITS, AS ALLOWABLE BY THE NEC. ALL HOMERUNS TO PANELBOARDS SHALL BE IN CONDUIT. TERMINATE TYPE MC CABLE OUTSIDE OF ELECTRICAL ROOM AND TRANSITION TO CONDUIT BEFORE ENTERING ELECTRICAL ROOM. B. RACEWAYS SHALL BE INSTALLED AS A COMPLETE SYSTEM AND SHALL BE CONTINUOUS FROM OUTLET TO OUTLET, UNLESS NOTED OTHERWISE, RACEWAYS SHALL BE MECHANICALLY AND ELECTRICALLY CONNECTED TO ALL BOXES AND FITTINGS. RACEWAYS AND BOXES SHALL BE SUPPORTED FROM STRUCTURAL STEEL AND NOT SUPPORTED FROM THE CEILING GRID OR ROOF DECKING PER NEC. DEFLECTION AND EXPANSION COUPLINGS SHALL BE USED WHEN RACEWAYS CROSS EXPANSION JOINTS. C, IN GENERAL, CONDUITS 2 INCHES OR LARGER, AND CONDUIT IN FLOOR SLABS SHALL BE HEAVY WALL RIGID TYPE, THE MINIMUM SIZE CONDUIT USED SHALL BE 3/4 INCH, LARGER SIZES SHALL BE USED PER FILL REQUIRED BY THE NATIONAL ELECTRICAL CODE. D. CONDUIT MAY BE RUN EXPOSED IN MECHANICAL EQUIPMENT AND UTILITY SPACES. ELSEWHERE, IT SHALL BE CONCEALED ABOVE CEILINGS, IN SHAFTS, AND IN FURRED SPACES. E. A NYLON PULL CORD SHALL BE INSTALLED IN ALL CONDUITS IN WHICH CONDUCTORS ARE NOT INSTALLED, A 10 INCH MINIMUM LENGTH OF THE CORD SHALL EXTEND OUT OF EACH END OF THE CONDUIT. F. FLEXIBLE LIGUID-TIGHT CONDUIT SHALL BE USED FOR CONNECTIONS TO ALL MOTORS, DRY -TYPE TRANSFORMERS AND ANY EQUIPMENT WHERE REQUIRED BECAUSE OF VIBRATION OR RELATIVE MOTION, ALL RACEWAYS SHALL BE CONCEALED WHEREVER POSSIBLE. CONDUIT SHALL BE THE SIZE REQUIRED FOR THE CONDUCTORS BUT IN NO CASE SHALL IT BE SMALLER THAN 3/4 INCH TRADE SIZE. G. GROUNDING CONDUCTORS SHALL BE INSTALLED WHEREVER WIRING IS INSTALLED IN ALL RACEWAYS, NO EXCEPTIONS! I. ALL METALLIC CONDUITS SHALL TERMINATE WITH INSULATED THROAT CONNECTORS OR PLASTIC BUSHINGS TO PROTECT WIRING INSULATION BEFORE WIRING IS PULLED IN. SECTION 16120 - WIRE AND CABLE (600 VOLTS AND BELOW) A. BRANCH CIRCUIT WIRING INSULATION FOR POWER AND LIGHTING SHALL GENERALLY BE TYPE THW OR THWN. B. ALL CONDUCTORS SHALL BE SOLID COPPER. ALL CONDUCTORS SHALL BE INSULATED FOR 600 VOLTS, ALUMINUM CONDUCTOR IS ACCEPTABLE PER NEC C. TYPE AC AND ACL ARMORED CABLE MAYBE USED FOR BRANCH CIRCUITS SERVING SERVICES WITHIN INTERIOR PARTITIONS AND EXTERIOR WALLS, INSTALLATION SHALL CONFORM WITH ARTICLE 320 OF THE NEC. D. ALL WIRE IN CONDUIT FILL SIZING SHALL BE BASED UPON THE USE OF TYPE OF WIRE AND INSULATION USED PER NEC. E. ALL CABLING NOT IN RACEWAYS OR ARMORED SHALL BE PLENUM RATED. SECTION 16131 - PULL AND JUNCTION BOXES A. PULL BOXES SHALL BE INSTALLED AT ALL NECESSARY POINTS, WHETHER INDICATED ON THE DRAWINGS OR NOT, TO PREVENT INJURY TO THE INSULATION OR OTHER DAMAGES THAT MIGHT RESULT FROM PULLING RESISTANCE OR FOR OTHER REASONS NECESSARY FOR PROPER INSTALLATION, MINIMUM DIMENSIONS SHALL NOT BE LESS THAN NEC REQUIREMENTS AND SHALL BE INCREASED IF NECESSARY FOR PRACTICAL REASONS OR, WHERE REQUIRED TO FIT A JOB CONDITION, B. ALL BOXES SHALL BE GALVANIZED STEEL, RIGIDLY SECURED IN POSITION TO THE STRUCTURE, C. CABINETS REQUIRED FOR USE IN VARIOUS SYSTEMS FOR THE MOUNTING OF ACCESSORIES OR TERMINALS, RELAYS AND THE LIKE SHALL BE CONSTRUCTED OF CODE GAUGE GALVANIZED STEEL, BACKBOARDS SHALL BE PROVIDED FOR THE MOUNTING OF ALL ACCESSORIES, OF MINIMUM 3/4" PLYWOOD AND PAINTED TO MATCH THE CABINET. D. WIREWAYS SHALL BE PROVIDED AS REQUIRED. WIREWAYS USED SHALL BE UL LISTED AS WIREWAYS OR AUXILIARY GUTTERS. SECTION 16134 - SWITCH AND OUTLET BOXES A. PROVIDE BOXES, COMPLETE WITH COVER OR DEVICE PLATE FOR SWITCHES, RECEPTACLES, OR OTHER DEVICES SPECIFIED, RECEPTACLES STANDBY POWER SHALL BE LABELED. B. CONDUIT BODIES MAYBE USED ON EXPOSED CONDUIT, WHERE ALLOWED BY THE NEC. SECTION 16140 - WIRING DEVICES A. WIRING DEVICES SHALL BE COMPLETE WITH ALL MOUNTING DEVICES AND OTHER APPURTENANCES WHERE REQUIRED, ALL WIRING DEVICES SHALL BE THE PRODUCT OF A SINGLE MANUFACTURER EXCEPT AS SPECIFICALLY STATED OTHERWISE. B. LIGHT SWITCHES ALL SINGLE POLE LIGHT SWITCHES SHALL BE SENSOR SWITCH (CATALOG# WSD-PDT-SA) AUTOMATIC CONTROL SWITCHES. RATED 20 AMPS, 120/277 VOLT AC. INSTALLED 48 INCHES ABOVE FINISHED FLOOR, UNLESS OTHERWISE NOTED. ALL OTHER SWITCHES SHALL BE TOGGLE TYPE, RATED 20 AMPS 120/277 VOLT AC. INSTALLED 48 INCHES ABOVE FINISHED FLOOR. SINGLE POLE, 3-WAY OR 4-WAY AS INDICATED. C. DIMMING SWITCHES ALL DIMMING SWITCHES SHALL BE SLIDE TYPE, RATED 20 AMPS, 120 VOLT AC, SPECIFICATION GRADE, INSTALLED 48 INCHES ABOVE FINISHED FLOOR, UNLESS OTHERWISE NOTED, D. RECEPTACLES ALL RECEPTACLES SHALL BE DUPLEX OUTLETS, 125 VOLT AC, 20 AMP, TWO POLE, THREE WIRE GROUNDING TYPE, SPECIFICATION GRADE, INSTALLED 18 INCHES ABOVE FINISHED FLOOR. SPECIAL AND HEAVY-DUTY TYPE RECEPTACLES SHALL BE PROVIDED AS SUITABLE FOR THE INTENDED USE. E. OUTLET BOXES PRESSED GALVANIZED STEEL OUTLET BOXES SHALL BE USED FOR INDOOR AND DRY LOCATIONS, CAST IRON WITH THREADED HUB OUTLET BOXES SHALL BE USED FOR OUTDOOR, EXPOSED AND WET LOCATIONS. SECTION 16150 - MOTORS AND APPLIANCES A. MOUNT ALL CONTROL DEVICES AND PROVIDE THE ELECTRICAL CONNECTIONS REQUIRED TO PROPERLY OPERATE, PROTECT AND CONTROL ALL ELECTRICALLY OPERATED EQUIPMENT AND DEVICES FURNISHED UNDER THIS AND OTHER SECTIONS OF THE SPECIFICATIONS, SECTION 16190 - SUPPORTING DEVICES A. ALL CONDUITS SHALL BE PROPERLY SUPPORTED IN ACCORDANCE WITH THE 2005 NEC. B. LAYOUT EQUIPMENT TO MAINTAIN HEADROOM AND NEAT MECHANICAL APPEARANCE. TO SUPPORT EQUIPMENT LOADS AS REQUIRED SAFELY AND SECURELY AND TO PROVIDE FOR ADEQUATE ACCESS AND WORKING CLEARANCES REQUIRED BY THE NEC. SECTION 16440 - SAFETY SWITCHES A, FUSED AND UNFUSED SAFETY SWITCHES SHALL BE PROVIDED AS REQUIRED. SUCH SWITCHES SHALL BE OF THE PROPER SIZE AND NUMBER OF POLES FOR USE WITH THE EQUIPMENT REQUIRING THE SWITCH. B. SAFETY SWITCHES SHALL BE THE ENCLOSED HEAVY-DUTY TYPE WITH QUICK -MAKE, QUICK -BREAK MECHANISM AND EXTERNAL PAD -LOCKING OPERATING HANDLE. C. ALL SWITCH ENCLOSURES SHALL BE SHALL BE OF THE APPROPRIATE NEMA RATING FOR THE INTENDED USE AND AS SPECIFIED ON THE DRAWINGS. SECTION 16450 - GROUNDING A. A COMPLETE GROUNDING AND BONDING SYSTEM SHALL BE PROVIDED, GROUNDING SHALL BE PROVIDED AND TESTED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE AND AS INDICATED ON THE DRAWINGS, SECTION 16475 - MOLDED CASE CIRCUIT BREAKERS A, CIRCUIT BREAKERS SHALL CONFORM TO THE LATEST APPLICABLE EDITION OF NEMA PUBLICATION ABI, ANSI, UL AND NEC. B, THIS SECTION APPLIES TO ALL MCCB's WHETHER INDIVIDUALLY ENCLOSED, GROUP MOUNTED OR, AS A PART OF OTHER EQUIPMENT. C. INTERRUPTING RATINGS SHALL BE AS SCHEDULED BUT SHALL NOT BE LESS THAN 10,000 AMPS RMS SYMMETRICAL AT THE APPLIED VOLTAGE. D. TRIPS SHALL BE THERMAL -MAGNETIC WITH INVERSE TIME DELAY AND INSTANTANEOUS TIME -CURRENT CHARACTERISTICS. E. BREAKERS SHALL BE BOLT -ON TYPE ONLY. SECTION 16476 - FUSES A. FUSES SHALL CONFORM TO THE LATEST APPLICABLE EDITIONS OF NEMA, UL AND NEC. B. FURNISH AND INSTALL COMPLETE SETS OF FUSES FOR ALL SWITCHES, SECTION 16501- LIGHTING FIXTURES AND ACCESSORIES A. LIGHTING SHALL BE INSTALLED IN ACCORDANCE WITH THE IES RECOMMENDED STANDARDS, B. ALL FIXTURES SHALL BE FURNISHED COMPLETE WITH SOCKETS, INTERNAL WIRING, LEADS, TRIM, HANGERS, SUPPORTS, FRAMES, BALLASTS, ETC., AS APPLICABLE, C. ALL FIXTURES SHALL BE SUPPORTED BY MEANS OF ADEQUATE HANGERS WITH ATTACHMENTS TO BUILDING CONSTRUCTION INDEPENDENT OF ANY CEILING SYSTEM. D. INTERIOR LIGHTING A COMPLETE SYSTEM OF ARTIFICIAL INTERIOR LIGHTING SHALL BE PROVIDED FOR ALL SPACES AS SHOWN IN DRAWINGS, IN GENERAL, ALL INTERIOR LIGHTING SHALL BE FLUORESCENT WITH THE EXCEPTION OF, CERTAIN AREAS WHERE INCANDESCENT LIGHTING SHALL BE INDICATED ON DRAWINGS FOR SPECIAL LIGHTING APPLICATIONS. FLUORESCENT LAMPS AND BALLASTS SHALL BE ENERGY SAVING TYPES WHERE AVAILABLE, LOCAL SWITCHES FOR CONTROL OF LIGHTING SHALL BE PROVIDED TO SERVE EACH INDIVIDUAL SPACE, E. EMERGENCY EGRESS LIGHTING EMERGENCY LIGHTING AND EXIT LIGHTING SHALL BE PROVIDED FOR ALL PATHS OF EGRESS FROM THE BUILDING. ALL EGRESS AND EXIT FIXTURES SHALL BE SUPPLIED BY BATTERY BACKED UP BALLAST AS INDICATED ON DRAWINGS. 9 South Horvie Street Richmond, Virginia 23220 phone: (804) 823-2900 -w w w. p r i c e s t u d—L-e—s . c o m Lu+Smith ENGINEERS 5243 HICKORY PARK DRIVE, STE C GLEN ALLEN, VA 23059 p; 804.925,2600 f;804.925.2170 www.LSEngineers.net CHARLOTTESVILLE REGIONAL AIRPORT CHARLOTTESVILLE, VA ACCESSIBLE RAMP INSTALLATION H A Lic. No. 035702 04/10/17 ��' sS/ONAL ENJ'\�� ll4ad" PRICE NO. 201 1 —02 DRAWN BY: JST DESIGNED BY: JST SCALE: AS INDICATED DATE: A P R I L 11, 2017 LAST REVISION: SHEET: SPECIFICATIONS 0 z OM0 0 J ... . ...... ~C\/ - - ----- C\v ~ q cl G n > ~ AD , \ 101 E20` ` x � N393850 N393( 4w.. ~.1 �x� �J ~ ./ 1 x n — -- t ✓ % ~ [> % EX. UNDERGROUND ~ ~, f DUCTBANK TO REMAIN EX, PNL'P1B' / 1 e ~ �EX.`60A DS ? EX, ELEVATOR, I MACNINE ROOM '~ —,EX. 60A FUSED S TO ELEVATOR cf 7f G n A CL a cn 3 ` SITE PLAN - ELECTRICAL O O 0 M I x AAPRICE kS TU D I 0 9 South Harvie Street Richmond, Virginia 23220 phone: (804) 823-2900 w w w. p r i c e s t u d=--e—s . c o m Lu+Smith ENGINEERS 5243 HICKORY PARK DRIVE, STE C GLEN ALLEN, VA 23059 p:804.925.2600 f:804.925.2170 www.LSEngineers.net CHARLOTTESVILLE REGIONAL AIRPORT CHARLOTTESVILLE, VA ACCESSIBLE RAMP INSTALLATION H r 0.�. i1 A Lic. No. 035702 -off 04/10/17 ��' o��ss7QNAL � CLIENT NO. PRICE NO. 2011— 02 DRAWN BY: JST DESIGNED BY: JST SCALE: AS INDICATED DATE: A P R I L 11, 2017 LAST REVISION: SHEET: ELECTRICAL SITE PLAN A Q r K FLOOR PLAN - ELECTRICAL 1/4"=1'-0" KEY NOTES 0 VIA NEW PHOTOCELL AND BUILDING TIME CLOCK GENEREL NOTES 1. COORDINATE INSTALLATION OF ELECTRICAL CONDUIT FOR FUTURE CANOPY LIGHTING. 2. SEE ARCHITECTURAL DRAWINGS FOR LIGHT MOUNTING HEIGHT OkPR�CE STUDIOS 9 South Harvie Street Richmond, Virginia 23220 phone: (804) 823-2900 w w w. p r i c e s t u 6-1—e--s . c o rn Lu+5"mith ENGINEERS 5243 HICKORY PARK DRIVE, STE C GLEN ALLEN, VA 23059 p:804.925.2600 f:804.925.2170 www.LSEngineers.net CHARLOTTESVILLE REGIONAL AIRPORT CHARLOTTESVILLE, VA ACCESSIBLE RAMP INSTALLATION tiTH r4�x A Lic, No. 035702 04/10/17 ��" FsS�ONAL CLIENT NO. PRICE NO. 2011-02 DRAWN BY: JST DESIGNED BY: JST SCALE: AS INDICATED DATE: APRIL 11, 2017 LAST REVISION: SHEET: FIRST FLOOR PLAN RAMP - ELECTRICAL AkPR�CE STUDIOS 9 South Harvie Street Richmond, Virginia 23220 phone: (804) 823-2900 -w w w. p r i c e s t o d-' c o rn Lu+Smith ENGINEERS 5243 HICKORY PARK DRIVE, STE C GLEN ALLEN, VA 23059 p:804.925.2600 f:804.925.2170 www.LSEngineers.net CHARLOTTESVILLE REGIONAL AIRPORT CHARLOTTESVILLE, VA ACCESSIBLE RAMP INSTALLATION LTH A Lic. No. 035702 04/10/17 ��' 6.9NAL Fss/0 � PRICE NO. 2011— 02 DRAWN BY: JST DESIGNED BY: JST SCALE: AS INDICATED DATE: A P R I L 11, 2017 LAST REVISION: SHEET: FIRST FLOOR PLAN STAIR - ELECTRICAL