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Home My WebLink AboutARB201700026 Plan - Approved 2017-04-07U 75 O d L N LO to � r U) o N N � r i� I� 2 W 06 :�i w z Q w o _J 0 Ii- Z 06 F -- Z h- Q 0 o- n 0AIL I am mm q1K I 4W[9]APL I mo, lot" 'm IFB # 2017�01263IIIIIIIIIIIIIIIIIIIIIIIIII 26 ALBEMAREE HIGH SCHOOL WINDOW & METAL PANEL REPLACEMENT - PHASE 2 ALBEMARLE COUNTY PUBLIC SCHOOLS IFB # 2017-01263-26 BCWH Architects Material included herein is covered by copyright. Use of this work in whole or in part is forbidden without the expressed written consent of BCWH, Inc. ARCHITECT PROJECT NUMBER: 2015.51 phase 2 1840 West Broad St, Suite 400 Richmond, Virginia 23220 PROJECT MANAGER: 804-788-4774 K DRAWN BY: LM&KT ABBREVIATION LEGEND SYMBOLS PROJECT DATA VICINITY MAP ISSUE DATE: A E L RView Name V THIS BUILDING IS DESIGNED TO BE COMPLIANT WITH THE 2012 EDITION OF THE VIRGINIA 12/16/2016 1 ABV above EA each LBL label R riser VB vapor barrier DRAWING TITLE SHEET KEYNOTE>� UNIFORM STATEWIDE BUILDING CODE, THE ADASAD 2010 ACCESSIBILITY STANDARDS AFF above finish floor E east LAM laminate RA return air VERT vertical A101 1/8" = V-0" ACT acoustical tile EJ expansion joint LAV lavatory RAD radius VEST vestibule REVISIONS: AGC acoustic (al) ELEC electric (al) LH left hand RD roof drain VCT vinyl composite tile BUILDING USE GROUP: E ACMP aluminum composite metal panel EWC electric water cooler LIN linoleum RCP reinforced concrete pipe VIF verify in field AD area drain ELEV elevation LINT linoleum tile RAF resilient athletic flooring VWC vinyl wall covering NORTH ARROW ELEVATION Name CONSTRUCTION TYPE: 2B j r ADJ adjacent EMER emergency L length REF reference (refer) VNT RB vented rubber base DATUM levation i AHU air handling unit SNCL enclosure LT light RECEP receptacle FIRE SUPPRESSION: NON SPRINKLERED J `v ALUM aluminum EP epoxy paint LT WT light weight RFL reflect (ed) VV AB anchor bolt EQUIP equipment LF linear foot REFR refrigerator NH wall hydrant SIM} APPD applied EOS edge of slab LL live load REINF reinforced NOC walk off carpet DETAIL _1_ DOOR 101 APPROX approximate EST estimate REQ required WP waterproofing INDICATOR A101 NUMBER APC architectural precast concrete EXH exhaust M RESIL resilient WWF welded wire fabricr AR GPDW abuse resistant gypsum drywall EXIST existing MH manhole RH right hand IN west LMBS WH/T Wo00 RD AWD athletic wood flooring (E) existing dimension MFR manufacturer RND round WT weightSWINDOW AND IM S` ETR existing to remain MAS masonry RM room WBUILDING SECTION N window 1 LIST O F DRAWINGS B EL elevator MO masonry opening RL rain leader VI/ with ZJ BRG bearing EXP exposed MTL metal R rough opening IJV/0 without INDICATOR A101 1t LOUVER TYPE P V �./ BEL below EXT exterior MAX maximum RB rubber base WD wood GENERAL DRAWINGS `e BLDG building MECH mechanical RF rubber flooring WC wallcoverringALBE ARLE H.S. BEJ building expansion joint F MED medium RUF resilient urethane flooring WALL SECTION 1 SIM ROOF ASSEMBLY 0001 COVER SHEET " BLK block FOC face of concrete MBR member INDICATOR A101 TYPE RA- 0 / BLKG blocking FOM face of masonry MATL material ARCHITECTURAL DRAWINGS BD board FOS face of studs M meter S 1 -Ref ' BM beam FF finish floor MM millimeter SACT susp. acoust. clg. the INTERIOR AND A101 WINDOW & PANEL REPLACEMENT - BAND & CHORUS WING BBT bio -based tile FFE fixtures, furnishings & equipment MIN minimum SLD sealed EXTERIOR ) REVISION CLOUD / ' A102 METAL PANEL DETAILS AND STAIR PLATFORM - BAND & CHORUS B.O.D. bottom of deck FIN finish (ed) MIR mirror SCHED schedule 1 A101 1 A103 WINDOW REPLACEMENT - FOREIGN LANGUAGE WING ELEVATION AND INDICATOR BOTT bottom FIXT fixture MISC miscellaneous SDT static dissipative the A104 WINDOW REPLACEMENT - CAFETERIA CORRIDOR BRK brick FCU fan coil unit MOD modular SFCMU split face CMU B/T between FE fire extinguisher MTD mounted SLNT sealant 1 Ref BUR built up roofing FEC fire extinguisher cabinet SLPD sloped CONTROL JOINT LOCATION COLUMN ® — 025 0 BW bottom of wall FA fire alarm N SECT section'�`� FLASH flashing NAT natural SGFT structural glazed face tile GRID GENERAL NOTES `L C FLR floor (ing) NRC noise reduction coefficient SHT sheet CPT carpet FD floor drain NOM nominal SMWP sheet membrane Room name SACT -x waterproofing ROOM IDENTIFIER CEILING TYPE / 9'-7" 1 RESTORE LAWNS IN AREAS DAMAGED BY CONSTRUCTION ACTIVITIES CPTT carpet the FLUOR fluorescent N north p g Cl cast iron FR TRTD fire treated NIC not in contract SV sheet vinyl 101 CB cement board FT foot or feet NTS not to scale SIM similar WITH OPTIONAL AREA CEILING HEIGHT TAG A.F.F. CCS cementious coated soffit FTG footing NO number SC solid core 150 SF CLG ceiling S south CTR center G O SMCMU smooth face cmu SAMPLE _ CUF cementious urethane flooring CA gauge 0/ over SPEC specification PARTITION/ WALL P1 EQUIPMENT TAG MB# CT ceramic tile GALV galvanized OC on center SFP spray fire proofing TYPE 0 MATERIALS CF CMU chisel face CMU GC general contract (contractor) OF owner furnished SQ square 1hr CIR circle G C F general contractor furnished OFF office STD standard CLR clear (ante) q,L glass/glazing OH opposite hand STC sound transmission class LOCKER TYPE CLOS closet GLB glass block OPNG opening STL steel LOCKER TAG LK -A CENTER LINE ALUMINUM GYPSUM DRYWALL CO clean out GCMU glazed concrete masonry unit OPP opposite STOR storage QUANTITY COL column GR grade OWSJ open web steel joist STRUCT structure COMP composition QFCMU ground face CMU OH opposite hand SYM symmetry (ical) BATT INSULATION PLYWOOD CMP composite metal panel GPDW gypsum drywall OPNG opening SUSP suspended CONC concrete OPP opposite SYS system CMU concrete masonry unit H OWSJ open web steel joist OR FACE CONST construction HBRICK COMMON DW hardware OPPH opposite hand T ( ) , ,f n ,, ry 4 POROUS FILL CONT continuous or continue HDWD hardwood OD outside diameter TEL telephone CLL contract limit line HTG heating OA overall TV television CJ control joint HVAC heating ventilating air conditioning OH overhead TEMP tempered CONCRETE MASONRY UNIT (CMU) RIGID INSULATION CG corner guard HGT height TER terrazzo CORR corridor HM hollow metal P THK thick CRS course (s) HORZ horizontal PT pressure treated THR threshold_ CONCRETE SAND/ MORTAR/ CF cubic feet hB hose bib PTD painted T&G tongue and groove CY cubic yard HR hour PVMT pavement TC top of curb F GROUT/ PLASTER PR pair TP top of pavement :i 1, SHEET TITLE: D ) PERIM perimeter T tread _I. � � _ EARTH/ COMPACTED FILL STEEL DEPT department INCL include PLAS plaster TOW top of wall COVER SHEET DTL detail IQ inside diameter PLAM plastic laminate TWF through -wall flashing DIAM diameter Ifs-GPDW impact resistant gypsum board PL plate TYP typical FINISH WOOD DIM dimension INSUL insulation PLYWD plywood WOOD BLOCKING DISP dispenser INT interior PVC polyvinyl chloride U DIV division PPT porclien paver tile UC undercut DR door .� PCF pounds per cubic foot UNF unfurnished WOOD FRAMING DBL double JAN janitor closet PFL pounds per lineal foot U.N.O. unless noted otherwise DH double hung JT joint PSF pounds per square foot UR urinal DN down J joist PSI pounds per square inch SHEET NUMBER: DS downspout PC precast DWG drawing K DF drinking fountain KIT kitchen Q QT quarry the G001 � i � 1/8" =1'-0" .103 1/8"= V-0" Material included herein is covered by copyright. Use of this work in whole or in part is forbidden without the expressed written consent of BCWH, Inc. PROJECT NUMBER: 2015.51 phase 2 PROJECT MANAGER: KS B 75 °- - 0 � N Ln �T U) CD N N CD � r U � Iii W 06 15; w ¢ f - z ¢ ILL! o tL z 06 Q O n o_ n H 0 EAST ELEVATIC 1/8" =1'-0" NOTE: ALL DIMENSIONS ON ELEVATION TO BE VIF PREPARE & PAINT STEEL LINTEL SEALANT, ALL SIDES, TYP. ALUMINUM STOREFRONT SYSTEM ALUMINUM SYSTEM V\ PREFINISI- SEALANT. MATCH CC SEALANT PT WD BLC BED OF SE 4 HEAD DETAIL A104 Y=1'4' SECOND FLOOR - CAFETERIA CORRIDOR O 1/16"=l' -O" NOTE: ALL WORK IN THIS AREA SHALL BE INCLUDED IN ADDITIVE BID ITEM #1 3" =1'-0" - .. ............... . O > JAMB DETAIL 3" =1'-0" 41NUM STOREFRONT SYSTEM kNT, ALL SIDES, TYP. EEL STRUCTURE TO REMAIN =INISHED ALUMINUM �E, BY STOREFRONT .LER. MATCH COLOR OF STOREFRONT. :IT WD BLOCKING AS REQUIRED STING SHEET METAL LOSURE. REMOVE & '-E AS REQUIRED TO INSTALL NEW WORK :INISHED EXTRUDED JM ANGLE CLOSURE IM. BY STOREFRONT .LER. MATCH COLOR OF STOREFRONT WD SILL, EXISTING. PREPARE & PAINT JMINUM STOREFRONT STEM JMINUM CLOSURE TRIM BY DREFRONT INSTALLER. MATCH LOR OF STOREFRONT. fCH & PAINT PLASTER VIAGED BY CONSTRUCTION ERATIONS. 'LACE PT WD BLOCKING AS DUIRED, TYP. SEALANT, ALL SI ALUMINUM COME PANELSYSTEM WATER-RESISTI\ 1/2" EXTERIOR SI METAL STUD FR/ PREFINISHED AL SILL, SET IN BED SEALANT. BY ST( INSTALLER, MAT, OF STOREFROW HEAD DETAIL 3" =1'-0" NOTE: ALL WORK IN THIS AREA SHALL BE INCLUDED IN ADDITIVE BID ITEM #2 I' H. -4/A104 I ' J: 7/A104 AT BRICK JAMB J: 5/A104 AT STL COLUMN S: 6/A104 V-8" 1'-8" WINDOW TYPE "H" 1/4"=1'-0` NOTE: ALL NOTES THIS DETAIL TYPICAL AT ALL WINDOW ELEVATIONS THIS SHEET 1'-8" 1'-8" 1'-8" 1'-8"� a� I' I 1 Lj 11 I I' H. -4/A104 I ' J: 7/A104 AT BRICK JAMB J: 5/A104 AT STL COLUMN S: 6/A104 V-8" 1'-8" WINDOW TYPE "H" 1/4"=1'-0` NOTE: ALL NOTES THIS DETAIL TYPICAL AT ALL WINDOW ELEVATIONS THIS SHEET V-8" 1 11'-8" 11 WINDOW TYPE "K" A104 1/4"=1'-0" 1'-8" 1'-8" 1'-8" 1'-8"� a� 11 I 1 Lj V-8" 1 11'-8" 11 WINDOW TYPE "K" A104 1/4"=1'-0" 1'-8" l'-8" 12 WINDOW TYPE "L" A104 1/4"=V-0" 1/4" =1'-0" 10'-0"VIF 3 3'-4 T-6"VIF 1'-8" 1'-8" 1'-8" 1'-8"� a� A104 1/4"=1'-0" 11 1 1 1'-8" l'-8" 12 WINDOW TYPE "L" A104 1/4"=V-0" 1/4" =1'-0" 10'-0"VIF 3 3'-4 T-6"VIF 3'-6"VIF EQ EQ 4 13 WINDOW TYPE "M" A104 1/4" =1'-0" 1'-8" 1'-8" 1'-8" LI, -8" 18 WINDOW TYPE "R" 19 WINDOW TYPE "S" A104 1/4"=1'-0" kA1041 1/4"=V-0" n 8'-3"VIF WE 14 WINDOW TYPE "N" A104 1/4"=1'-0" 1'-8" 1'-8" 1'-8" 17 WINDOW TYPE "Q" A104 1/4"=l' -O" 4'-0"VIF GENERAL NOTES & DEMOLITION NOTES 1 DEMO: DASHED LINES INDICATE EXISTING CONSTRUCTION TO BE REMOVED U.N.O., Lu REMOVAL OF WINDOWS INCLUDES REMOVAL OF ALL ITEMS FIXED TO THE WINDOW INCLUDING BUT NOT LIMITED TO TRIM, SUBSILLS, ANCHORS, SEALANT RELATED TO THE WINDOW, ETC. EXTENT OF SELECTIVE DEMOLITION SHALL BE AS REQUIRED FOR ILLINSTALLATION OF NEW WORK. EXISTING WORK TO REMAIN, IF DAMAGED BY Lu > DEMOLITION OPERATIONS, SHALL BE REPAIRED TO MATCH ORIGINAL SURFACE CONDITION OR AS INDICATED IN THE DRAWINGS. ao / ` / , 2 DEMO: PRIOR TO REMOVAL OR MODIFICATION OF WINDOWS, EXTERIOR WALLS OR o LOAD BEARING ELEMENTS, THE ACTUAL SIZE AND LOCATION OF THE STRUCTURAL COMPONENTS AND LOAD BEARING CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR BY MEANS OF SELECTIVE DEMOLITION. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER OF ANY UNUSUAL OR HAZARDOUS CONDITION INCLUDING BUT NOT LIMITED TO CRACKS, ABSENCE OF BRACING, OR LOOSE EQ EQ ELEMENTS AND COMPONENTS. 3 DEMO: CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING AND SHORING REQUIRED TO SAFELY SUPPORT ALL LOADS, INCLUDING ROOF LOADS, AND TO 20 WINDOW TYPE "T" MAINTAIN EXISTING FRAMING TO REMAIN IN ITS EXISTING LOCATION WHILE MAKING MODIFICATIONS REQUIRED UNDER THIS CONTRACT. A104 1/4"=1'-O" 4 DEMO: THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND OPENINGS PRIOR TO BEGINNING OPERATIONS AND DEMOLITION AND COORDINATE EXTENT OF DEMOLITION NECESSARY WITH NEW WORK. 5 DEMO: AT ALL LOCATIONS WHERE THE EXTERIOR ENVELOPE IS BEING DEMOLISHED AND REPLACED, THE CONTRACTOR SHALL PROVIDE SECURITY CLOSURE AND WEATHER PROTECTION IN ORDER TO SECURE THE BUILDING AND PROTECT IT AGAINST THE ELEMENTS DURING CONSTRUCTION AS REQUIRED DURING WINDOW REPLACEMENT SEQUENCE. 6 TYPICAL NOTE: AT LOCATIONS WHERE NEWALUMINUM COMPOSITE PANEL SYSTEM IS BEING INSTALLED, CONSTRUCTOR SHALL VERIFY EXISTING ROOF EDGE METAL CONDITION PRIOR TO PREPARING SHOP DRAWINGS, EXISTING ROOF EDGE METAL SHALL BE REMOVED & REPLACED AS REQUIRED TO INSTALL NEW WORK. IF EDGE METAL OR OTHER COMPONENTS OF THE ROOF ASSEMBLY ARE DAMAGED DURING REMOVAL & REINSTALLATION, THEY SHALL BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL INSURE THAT ROOF ASSEMBLIES ARE PROTECTED AND WEATHER -TIGHT DURING ALL CONSTRUCTION ACTIVITIES. 7 VERIFY ALL DIMENSIONS IN FIELD. 8 TYPICAL NOTE: VERIFY WINDOW SILL CONDITIONS @ CAST CONCRETE SILL AND ADJUST WINDOW DIMENSIONS AND SUBSILL DETAIL AS REQ'D TO MINIMIZE SUBSILL DEPTH. 9 ALL GLAZING SHALL BE GL -1 AS DEFINED IN THE SPECIFICATIONS UNLESS NOTED OTHERWISE. Q SHEET KEYNOTES 0{ 1) PRIOR TO PREPARATION OF SHOP DRAWINGS, REMOVE EXISTING WINDOWAT �--� OPENING INDICATED, VERIFY EXISTING CONDITIONS AND CONSTRUCTION CONFIGURATION OF EXISTING OPENING FOR CONFIRMATION OF HEAD, JAMB, AND SILL DETAILS; AND MEANS AND METHODS REQUIRED FOR INSTALLATION OF WINDOWS. SECURE OPENING WITH TEMPORARY CONSTRUCTION AS REQUIRED TO ENSURE OPENING REMAINS SECURE FROM INTRUSION AND WEATHER TIGHT. REMOVE METAL GRILLS AT ALL LOCATIONS AND ALL ASSOCIATED FASTENERS, SEALANT OR OTHER ATTACHMENT COMPONENTS. PREPARE OPENING TO RECEIVE NEW WORK. ARCHITECTURE INTERIORS LANDSCAPE CAMPUS PLANNING 1840 West Broad Street Suite 400 Richmond, Virginia 23220 www.bcwh.com 804.788.4774 phone 804.788.0986 fax ALBEMARLE COUNTY PUBLIC SCHOOLS IFB # 2017-01263-26 Material included herein is covered by copyright. Use of this work in whole or in part is forbidden without the expressed written consent of BCWH, Inc. " PROJECT NUMBER: 2015.51 phase 2 PROJECT MANAGER: KS DRAWN BY: KT ISSUE DATE: 12116/2016 REVISIONS SHEET TITLE: WINDOW REPLACEMENT - CAFETERIA CORRIDOR SHEET NUMBER: 1'-8" 1'-8" 1'-8" 1'-8"� 10 WINDOW TYPE "J" A104 1/4"=1'-0" rI 1 3'-6"VIF EQ EQ 4 13 WINDOW TYPE "M" A104 1/4" =1'-0" 1'-8" 1'-8" 1'-8" LI, -8" 18 WINDOW TYPE "R" 19 WINDOW TYPE "S" A104 1/4"=1'-0" kA1041 1/4"=V-0" n 8'-3"VIF WE 14 WINDOW TYPE "N" A104 1/4"=1'-0" 1'-8" 1'-8" 1'-8" 17 WINDOW TYPE "Q" A104 1/4"=l' -O" 4'-0"VIF GENERAL NOTES & DEMOLITION NOTES 1 DEMO: DASHED LINES INDICATE EXISTING CONSTRUCTION TO BE REMOVED U.N.O., Lu REMOVAL OF WINDOWS INCLUDES REMOVAL OF ALL ITEMS FIXED TO THE WINDOW INCLUDING BUT NOT LIMITED TO TRIM, SUBSILLS, ANCHORS, SEALANT RELATED TO THE WINDOW, ETC. EXTENT OF SELECTIVE DEMOLITION SHALL BE AS REQUIRED FOR ILLINSTALLATION OF NEW WORK. EXISTING WORK TO REMAIN, IF DAMAGED BY Lu > DEMOLITION OPERATIONS, SHALL BE REPAIRED TO MATCH ORIGINAL SURFACE CONDITION OR AS INDICATED IN THE DRAWINGS. ao / ` / , 2 DEMO: PRIOR TO REMOVAL OR MODIFICATION OF WINDOWS, EXTERIOR WALLS OR o LOAD BEARING ELEMENTS, THE ACTUAL SIZE AND LOCATION OF THE STRUCTURAL COMPONENTS AND LOAD BEARING CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR BY MEANS OF SELECTIVE DEMOLITION. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER OF ANY UNUSUAL OR HAZARDOUS CONDITION INCLUDING BUT NOT LIMITED TO CRACKS, ABSENCE OF BRACING, OR LOOSE EQ EQ ELEMENTS AND COMPONENTS. 3 DEMO: CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING AND SHORING REQUIRED TO SAFELY SUPPORT ALL LOADS, INCLUDING ROOF LOADS, AND TO 20 WINDOW TYPE "T" MAINTAIN EXISTING FRAMING TO REMAIN IN ITS EXISTING LOCATION WHILE MAKING MODIFICATIONS REQUIRED UNDER THIS CONTRACT. A104 1/4"=1'-O" 4 DEMO: THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND OPENINGS PRIOR TO BEGINNING OPERATIONS AND DEMOLITION AND COORDINATE EXTENT OF DEMOLITION NECESSARY WITH NEW WORK. 5 DEMO: AT ALL LOCATIONS WHERE THE EXTERIOR ENVELOPE IS BEING DEMOLISHED AND REPLACED, THE CONTRACTOR SHALL PROVIDE SECURITY CLOSURE AND WEATHER PROTECTION IN ORDER TO SECURE THE BUILDING AND PROTECT IT AGAINST THE ELEMENTS DURING CONSTRUCTION AS REQUIRED DURING WINDOW REPLACEMENT SEQUENCE. 6 TYPICAL NOTE: AT LOCATIONS WHERE NEWALUMINUM COMPOSITE PANEL SYSTEM IS BEING INSTALLED, CONSTRUCTOR SHALL VERIFY EXISTING ROOF EDGE METAL CONDITION PRIOR TO PREPARING SHOP DRAWINGS, EXISTING ROOF EDGE METAL SHALL BE REMOVED & REPLACED AS REQUIRED TO INSTALL NEW WORK. IF EDGE METAL OR OTHER COMPONENTS OF THE ROOF ASSEMBLY ARE DAMAGED DURING REMOVAL & REINSTALLATION, THEY SHALL BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL INSURE THAT ROOF ASSEMBLIES ARE PROTECTED AND WEATHER -TIGHT DURING ALL CONSTRUCTION ACTIVITIES. 7 VERIFY ALL DIMENSIONS IN FIELD. 8 TYPICAL NOTE: VERIFY WINDOW SILL CONDITIONS @ CAST CONCRETE SILL AND ADJUST WINDOW DIMENSIONS AND SUBSILL DETAIL AS REQ'D TO MINIMIZE SUBSILL DEPTH. 9 ALL GLAZING SHALL BE GL -1 AS DEFINED IN THE SPECIFICATIONS UNLESS NOTED OTHERWISE. Q SHEET KEYNOTES 0{ 1) PRIOR TO PREPARATION OF SHOP DRAWINGS, REMOVE EXISTING WINDOWAT �--� OPENING INDICATED, VERIFY EXISTING CONDITIONS AND CONSTRUCTION CONFIGURATION OF EXISTING OPENING FOR CONFIRMATION OF HEAD, JAMB, AND SILL DETAILS; AND MEANS AND METHODS REQUIRED FOR INSTALLATION OF WINDOWS. SECURE OPENING WITH TEMPORARY CONSTRUCTION AS REQUIRED TO ENSURE OPENING REMAINS SECURE FROM INTRUSION AND WEATHER TIGHT. REMOVE METAL GRILLS AT ALL LOCATIONS AND ALL ASSOCIATED FASTENERS, SEALANT OR OTHER ATTACHMENT COMPONENTS. PREPARE OPENING TO RECEIVE NEW WORK. ARCHITECTURE INTERIORS LANDSCAPE CAMPUS PLANNING 1840 West Broad Street Suite 400 Richmond, Virginia 23220 www.bcwh.com 804.788.4774 phone 804.788.0986 fax ALBEMARLE COUNTY PUBLIC SCHOOLS IFB # 2017-01263-26 Material included herein is covered by copyright. Use of this work in whole or in part is forbidden without the expressed written consent of BCWH, Inc. " PROJECT NUMBER: 2015.51 phase 2 PROJECT MANAGER: KS DRAWN BY: KT ISSUE DATE: 12116/2016 REVISIONS SHEET TITLE: WINDOW REPLACEMENT - CAFETERIA CORRIDOR SHEET NUMBER: 1'-8" 1'-8" 1'-8" 1'-8"� 10 WINDOW TYPE "J" A104 1/4"=1'-0" 3'-6"VIF EQ EQ 4 13 WINDOW TYPE "M" A104 1/4" =1'-0" 1'-8" 1'-8" 1'-8" LI, -8" 18 WINDOW TYPE "R" 19 WINDOW TYPE "S" A104 1/4"=1'-0" kA1041 1/4"=V-0" n 8'-3"VIF WE 14 WINDOW TYPE "N" A104 1/4"=1'-0" 1'-8" 1'-8" 1'-8" 17 WINDOW TYPE "Q" A104 1/4"=l' -O" 4'-0"VIF GENERAL NOTES & DEMOLITION NOTES 1 DEMO: DASHED LINES INDICATE EXISTING CONSTRUCTION TO BE REMOVED U.N.O., Lu REMOVAL OF WINDOWS INCLUDES REMOVAL OF ALL ITEMS FIXED TO THE WINDOW INCLUDING BUT NOT LIMITED TO TRIM, SUBSILLS, ANCHORS, SEALANT RELATED TO THE WINDOW, ETC. EXTENT OF SELECTIVE DEMOLITION SHALL BE AS REQUIRED FOR ILLINSTALLATION OF NEW WORK. EXISTING WORK TO REMAIN, IF DAMAGED BY Lu > DEMOLITION OPERATIONS, SHALL BE REPAIRED TO MATCH ORIGINAL SURFACE CONDITION OR AS INDICATED IN THE DRAWINGS. ao / ` / , 2 DEMO: PRIOR TO REMOVAL OR MODIFICATION OF WINDOWS, EXTERIOR WALLS OR o LOAD BEARING ELEMENTS, THE ACTUAL SIZE AND LOCATION OF THE STRUCTURAL COMPONENTS AND LOAD BEARING CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR BY MEANS OF SELECTIVE DEMOLITION. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER OF ANY UNUSUAL OR HAZARDOUS CONDITION INCLUDING BUT NOT LIMITED TO CRACKS, ABSENCE OF BRACING, OR LOOSE EQ EQ ELEMENTS AND COMPONENTS. 3 DEMO: CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING AND SHORING REQUIRED TO SAFELY SUPPORT ALL LOADS, INCLUDING ROOF LOADS, AND TO 20 WINDOW TYPE "T" MAINTAIN EXISTING FRAMING TO REMAIN IN ITS EXISTING LOCATION WHILE MAKING MODIFICATIONS REQUIRED UNDER THIS CONTRACT. A104 1/4"=1'-O" 4 DEMO: THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND OPENINGS PRIOR TO BEGINNING OPERATIONS AND DEMOLITION AND COORDINATE EXTENT OF DEMOLITION NECESSARY WITH NEW WORK. 5 DEMO: AT ALL LOCATIONS WHERE THE EXTERIOR ENVELOPE IS BEING DEMOLISHED AND REPLACED, THE CONTRACTOR SHALL PROVIDE SECURITY CLOSURE AND WEATHER PROTECTION IN ORDER TO SECURE THE BUILDING AND PROTECT IT AGAINST THE ELEMENTS DURING CONSTRUCTION AS REQUIRED DURING WINDOW REPLACEMENT SEQUENCE. 6 TYPICAL NOTE: AT LOCATIONS WHERE NEWALUMINUM COMPOSITE PANEL SYSTEM IS BEING INSTALLED, CONSTRUCTOR SHALL VERIFY EXISTING ROOF EDGE METAL CONDITION PRIOR TO PREPARING SHOP DRAWINGS, EXISTING ROOF EDGE METAL SHALL BE REMOVED & REPLACED AS REQUIRED TO INSTALL NEW WORK. IF EDGE METAL OR OTHER COMPONENTS OF THE ROOF ASSEMBLY ARE DAMAGED DURING REMOVAL & REINSTALLATION, THEY SHALL BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL INSURE THAT ROOF ASSEMBLIES ARE PROTECTED AND WEATHER -TIGHT DURING ALL CONSTRUCTION ACTIVITIES. 7 VERIFY ALL DIMENSIONS IN FIELD. 8 TYPICAL NOTE: VERIFY WINDOW SILL CONDITIONS @ CAST CONCRETE SILL AND ADJUST WINDOW DIMENSIONS AND SUBSILL DETAIL AS REQ'D TO MINIMIZE SUBSILL DEPTH. 9 ALL GLAZING SHALL BE GL -1 AS DEFINED IN THE SPECIFICATIONS UNLESS NOTED OTHERWISE. Q SHEET KEYNOTES 0{ 1) PRIOR TO PREPARATION OF SHOP DRAWINGS, REMOVE EXISTING WINDOWAT �--� OPENING INDICATED, VERIFY EXISTING CONDITIONS AND CONSTRUCTION CONFIGURATION OF EXISTING OPENING FOR CONFIRMATION OF HEAD, JAMB, AND SILL DETAILS; AND MEANS AND METHODS REQUIRED FOR INSTALLATION OF WINDOWS. SECURE OPENING WITH TEMPORARY CONSTRUCTION AS REQUIRED TO ENSURE OPENING REMAINS SECURE FROM INTRUSION AND WEATHER TIGHT. REMOVE METAL GRILLS AT ALL LOCATIONS AND ALL ASSOCIATED FASTENERS, SEALANT OR OTHER ATTACHMENT COMPONENTS. PREPARE OPENING TO RECEIVE NEW WORK. ARCHITECTURE INTERIORS LANDSCAPE CAMPUS PLANNING 1840 West Broad Street Suite 400 Richmond, Virginia 23220 www.bcwh.com 804.788.4774 phone 804.788.0986 fax ALBEMARLE COUNTY PUBLIC SCHOOLS IFB # 2017-01263-26 Material included herein is covered by copyright. Use of this work in whole or in part is forbidden without the expressed written consent of BCWH, Inc. " PROJECT NUMBER: 2015.51 phase 2 PROJECT MANAGER: KS DRAWN BY: KT ISSUE DATE: 12116/2016 REVISIONS SHEET TITLE: WINDOW REPLACEMENT - CAFETERIA CORRIDOR SHEET NUMBER: