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HomeMy WebLinkAboutA012.0NOTES: 1. TYPE 'B' BACKING PLATE IS FOR ALL UPPER WALL MOUNTED CABINETS (OVER 2 SHELVES) AND WALL MOUNTED EQUIPMENT UP TO 200 POUNDS PER L.F. 2. USE #12 SELF TAPPING SHEET METAL SCREWS WHEN ATTACHING ITEMS TO BACKING PLATE. 3. CONFIRM LENGTH, HEIGHT, & LOCATION OF BACKING PLATE AND NUMBER REQUIRED WITH ITEM TO BE MOUNTED. 1/8" MAX. BACKING PLATE - 6" (20 GA.) RUNNER TRACK, (DO NOT CUT FLANGES BETWEEN SUPPORTING STUDS) 6-#10 PAN HEAD SHEET METAL SCREWS STUD - SEE PARTITION TYPE FOR SIZE, GAUGE, SPACING, AND SILL/HEAD CONNECTION. PROVIDE DOUBLE STUDS @ SUPPORTED ELEMENTS CONT. 8" X 14 GA. PLATE 2 STUD BAYS MINIMUM. EXTEND 1 STUD BAY BEYOND END OF ITEM BEING SUPPORTED. CENTER PLATE OVER RUNNER TRACK BACKER 2-#10 PAN HEAD SHEET METAL SCREWS, TOP AND BOTTOM (INTO STUD FLANGE) 1/8" MAX. 1/8" MAX. 1/8" MAX. BRACING PLATE - 8" (20 GA.) RUNNER TRACK, (DO NOT CUT FLANGES BETWEEN SUPPORTING STUDS) TYPE A1 : 1 STUD BAY TYPE A2 : 2 STUD BAYS MIN. EXTEND ALL PLATES 1 STUD BAY PAST END OF ITEM BEING SUPPORTED 3-#10 PAN HEAD SHEET METAL SCREWS NOTES: 1. TYPE 'A1' BACKING PLATE IS FOR SMALL ITEMS (SUCH AS SOAP DISPENSERS, DOOR STOPS, MIRRORS, CLOTHES HOOKS, (ETC.) WHICH WEIGH OR SUPPORT WEIGHTS OF LESS THAN 25 POUNDS. 2. TYPE 'A2' BACKING PLATE IS FOR UPPER WALL MOUNTED CABINETS (UP TO 2 SHELVES). BASE CABINETS, FULL HEIGHT CABINETS, HANDRAILS, GUARDRAILS, & WALL MOUNTED EQUIPMENT UP TO 100 POUNDS PER L.F. 3. USE #12 SELF TAPPING SHEET METAL SCREWS WHEN ATTACHING ITEMS TO TYPE 'A2' BACKING PLATE. 4. STUD FLANGES ARE CONTINUOUS. 5. CONFIRM LENGTH, HEIGHT & LOCATION OF BACKING PLATE AND NUMBER REQUIRED WITH ITEM TO BE MOUNTED. STUD - SEE PARTITION TYPE FOR SIZE, GAUGE, SPACING, AND SILL/HEAD CONNECTION. PROVIDE DOUBLE STUDS @ TYPE A2 BACKING 1. PRIOR TO CONSTRUCTION, VERIFY THAT EXISTING SLAB IS LEVEL WITHIN A MAXIMUM VARIANCE OF 1/4" OVER TEN FEET OF HORIZONTAL RUN. PROVIDE SELF-LEVELING UNDERLAYMENT COMPOUND AT SLAB, AS REQUIRED TO MEET STANDARD. 2. ALL PARTITIONS TO BE TYPE 0B3A UNO. 3. THE SCOPE OF EACH PARTITION TYPE EXTENDS THE FULL LENGTH OF EACH PARTITION TO THE INTERSECTION WITH OTHER IDENTIFIED PARTITION TYPES AND FULL HEIGHT, AND ABOVE OPENINGS AND STOREFRONT SYSTEMS 4. ALL DIMENSIONS ARE MEASURED FROM THE FACE OF THE FINISHED PARTITION OR COLUMN, UNO. 5. PATCH, FILL, AND FINISH ALL PENETRATIONS AT PARTITIONS AND FLOORS. 6. PROVIDE PARTITION ANCHOR BRACKETS / BLOCKING FOR ALL CASEWORK, FIXTURES, EQUIPMENT, & DEVICES MOUNTED ON, OR ATTACHED TO, PARTITIONS PER DETAIL 5 AND 6 THIS SHEET. 7. ALL ACCESS PANEL LOCATIONS TO BE APPROVED BY ARCHITECT. 8. ALL PARTIAL HEIGHT PARTITIONS SHALL BE BRACED AT TOP VIA HORIZONTAL CFMF JOISTS & 3/4" FIRE TREATED PLYWOOD WITH NON-CORROSIVE FASTENERS PER SHEET A311. JOISTS SIZE AND GAUGE DETERMINED BY CFMF CONTRACTOR. 24" O.C. TYPICAL. BLOCK AND BRIDGE FOR MEP OPENINGS AS REQUIRED. COORDINATED POSITION W/ MEP DRAWINGS. 9. ALL EXISITNG DEMISING PARTITIONS BETWEEN ADJACENT SUITES AND WALGREENS SUITE SHALL RECIEVE PARTITION TYPE 0A9B THE ENTIRE LEGNTH, UNO (EXISTING STUDS AND INSULATION TO REMAIN) 10. FRAME OUT WALL PENETRATIONS FOR ALL PIPES, DUCTS, AIR BOXES, ETC. PROVIDE 1/8" SEALANT JOINT BETWEEN GYP. EDGE AND PENTRATION. PARTITION CONTINUES ABOVE ALL PENETRATIONS UP TO HEIGHT LISTED IN PARTITION TYPE. GENERAL NOTES 3-5/8" MTL STUDS, 16" O.C. MAX, L/240 MAX. SOUND ATTENUATION BLANKET AT ACOUSTICAL PARTITION (FULL STUD DEPTH) WALL BASE, SEE FINISH SCHEDULE 1 LAYER OF 5/8" GWB, BOTH SIDES PROJECTION OF ACT CEILING INSULATION TO EXTEND A MINIMUM OF 24" IN EACH DIRECTION FROM PARTITION STAGGERED STL. STUD CROSS BRACING TO STRUCTURE ABOVE 4'-0" O.C. FLOOR RUNNER A-600 5 CEILING TRACK SCREW FASTENED TO TEE NOTES: 1. TRACK TO BE (2) GAUGES HEAVIER THAN STUD OR 18 GAUGE MAX. EXISTING CONCRETE SLAB SMOKE-SOUND SEALANT 2"x2"x16 GA BENT PLATE WITH (2) #8 S.M.S. TO EACH STUD AND 1/4" DIA. EXPANSION ANCHOR TO 2" EMBED AT FLOOR PARTITION AS SCHEDULED LAYERS OF GYPSUM BOARD PER SCHEDULED PARTITION BASE PER FINISH SCHEDULE 3/8SCHEDULE PARTITION 1 (MIN) 1 1 (MIN) 1 AT CONCRETE DECK AT STUD WALL (2) 3/8" DIA. WEDGE ANCHORS W/ 2-1/2" EMBED AT 5" O.C. 4" x 16GA. x 10" LONG METAL STUD (4) #10 SCREWS AT KICKER (4) #10 SCREWS AT KICKER (2) #10 SCREWS AT EACH VERTICAL STUD CONT. 4" x 16 GA. METAL STUD 3-5/8" MTL STUDS, 16" O.C. MAX, L/240 MAX. SOUND ATTENUATION BLANKET AT ACOUSTICAL PARTITION (FULL STUD DEPTH) WALL BASE, SEE FINISH SCHEDULE 1 LAYER OF 5/8" GWB, BOTH SIDES PROJECTION OF ACT CEILING STRUCTURAL DECK SEALANT FLOOR RUNNER A-600 6 SLOTTED DEFLECTION TRACK 0.157" Ø HILTI X-U SHOT PINS @ 24" O.C. (ESR-2269) EXISTING CONCRETE SLAB/ STEEL DECK PARTITION AS SCHEDULED SMOKE-SOUND SEALANT LAYERS OF GYPSUM BOARD PER SCHEDULED PARTITION J BEAD TRIM3/4"O;O;[ )A&,NG T<3E ),RE RAT,NG )RA0,NG S,=E&08 T+,&.NESS +EA' &ON',T,ON )A&,NG T<3E),RE RAT,NG )RA0,NG S,=E  &08 S,=E  ߰ NON RATE' 3ART,T,ON  ߰  +O8R RATE'  ߰  +O8R RATE'  ߰  &08  ߰  ST8'  ߰  ST8'   &08  ߰  ST8'  ߰  ST8'   &08 ߰NOT 8SE'  ߰  ST8'   &08  ߰  +AT &+ANNEL  ߰  ST8'   &08 ߰E;,ST,NG )RA0,NG 3ART,T,ON T<3E NA0,NG &ON9ENT,ON +EA' &ON',T,ON A TO 8N'ERS,'E O) 'E&.STR8&T8RE % ),RE RATE' TO 8N'ERS,'E O) 'E&.STR8&T8RE & TO 8N'ERS,'E O) &E,L,NG 8N,48E 0O',),ER A߰)8RR,NG 3ART,T,ON G<3  S,'E %߰ LA<ER G<3 EA S,'E &߰ LA<ER G<3  LA<ER A&O8ST,& G<3 EA S,'E '߰ LA<ER G<3  LA<ER G<3 8N%ALAN&E' E߰S+A)T:ALL )߰S,NGLES,'E' 3ART,T,ON  RATE' G߰&+ASE :ALL  S,NGLE LA<ER G<3 +߰&+ASE :ALL  'O8%LE LA<ER G<3 0 ߰ 0ASONR< &08 3ART,T,ON ORIGINAL SHEET - ARCH E1 DATE: PRINT TIME STAMP:REVIEWED: DRAWN BY:COPYRIGHT © 2021 WALGREEN CO.WALGREENS11555 N. Meridian St.Carmel, IN 46032222702245AREA OFFICE - TWO PENN MARK - SUITE 140REVISIONSNO. DATE BY DESCRIPTIONLOC# 1397-1DESIGN PROJECT NO: Store Planning and Design Development106 Wilmot RoadDeerfield, IL 60015-5105224 S. Michigan Ave.STE 1400Chicago, IL 60604Tel: 312.554.1400 • www.stantec.comThe Contractor shall verify and be responsible for all dimensions. DO NOT scale thedrawing - any errors or omissions shall be reported to Stantec without delay.The Copyrights to all designs and drawings are the property of Stantec. Reproduction oruse for any purpose other than that authorized by Stantec is forbidden.Copyright Reserved3HUPLWSHDO .E< 3LAN100 % CONSTRUCTION DOCUMENT REVIEW2021.06.18ISSUE FOR BIDDING AND PERMIT2021.07.02Stantec Architecture and Engineering, LLC.A-600PARTITION TYPES & DETAILS7 TYPE B BACKING PLATES 1-1/2" = 1'-0" 8 TYPE A1 & A2 BACKING PLATES 1-1/2" = 1'-0" 1 0B3C- SINGLE STUD PARTITION TO UNDERSIDE OF CEILING 1-1/2" = 1'-0" 2 0B3A-SINGLE STUD PARTITION TO UNDERSIDE OF CEILING 1-1/2" = 1'-0" 3 PARTITION NAMING CONVENTION 1-1/2" = 1'-0" 4 BASE OF WALL TYPICAL 3" = 1'-0" 5 PARTITION BRACING DETAILS 1-1/2" = 1'-0" 6 HEAD AT NON-RATED WALL AT CONCRETE DECK 3" = 1'-0" A.SANCHEZ21.07.02B. STANKOSA.S.A.S.09/29/21