Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
A501 - PARTITIONS & DETAILS
Sim. 5 UNDERSIDE OF EXIST. DECK, y UNDERSIDE OF EXIST. DECK, j_ UNDERSIDE OF EXIST. DECK, UNDERSIDE OF EXIST. DECK V.I.F. �V.I.F. ; ` V.I.F. ` �, PROVIDE MTL. STUD KICKERS / / PROVIDE MTL. STUD KICKERS / 48' O.C. STAGGER EACH SIDE @ 48" O.C. STAGGER EACH SIDE EXPOSED CEILING VARIES VARIES VARIES CONSTRUCTION w/FINISH AS VARIES SHEET SHEET SHEET SCHEDULED REFER TO 102 RCP 102 RCP 102 RCP PARTITION TYPE 4A ONLY IIIiiiiIS02ERCP 51W GYP. BOARD BID ALTERNATE: V.I.F. EXISTING / CEILINGAS SCHEDULED, CEILING AS SCHEDULED,7 CEILING AS SCHEDULED, 5/8"EZ SNAP WALL CONSTRUCTION CEILING AS SCHEDULED, SEE RCP FOR LOCATIONS SEE RCP FOR LOCATIONS SEE RCP FOR LOCATIONS 'QUIETROCK' SEE RCP FOR LOCATIONS GYP. BOARD W/ TYPE X CORE PROVIDE HORIZ. BRACING —' PROVIDE HORIZ. BRACING —I @ 1/3RD POINTS @ 1/3RD POINTS PARTITION TYPE 4A ONLY EXISTING EXTERIOR WALL, V.I.F. HORIZONTAL RESILIENT _ FURRING CHANNELS NOTE: REPAIR/REPLACE ANY MISSING 2-LAVERS INSULATION IN THE EXISTING WALL 5/8" TYPE-X GYPSUM WALL BOARD 3 5/8" METAL STUDS WVGREEN GLUE' NOISE @16" O.C. 3 5/8" 20 GA. METAL. STUDS PROOFING COMPOUND 1 5/8" 20 GA. MTL. FURRING @ 16" O.C. 6" METAL STUDS @ 16" O.C. BETWEEN EACH LAYER iO.C. TYPICAL PROVIDE HORIZ. BRACING @ MID POINT NOTE: ALL WET AREAS TO RECEIVE ACOUSTICAL BATT ACOUSTICAL BATT MOISTUREMIOLD INSULATION INSULATION RESISTANT GYP. BOARD 5/8" GYPSUM WALL BOARD 5/8" GYPSUM WALL BOARD 5/8" GYPSUM WALL BOARD 5/8" MOISTURE/MOLD RESISTANT EACH SIDE w/FINISH AS EACH SIDE w/FINISH AS EACH SIDE w/FINISH AS WALL FINISH AS SCHEDULED GYPSUM WALL BOARD TO B/DECK SCHEDULED SCHEDULED �� SCHEDULED �.� w/FINISH AS SCHEDULED — --- NOTE: ALL WET AREAS TO NOTE: ALL WET AREAS TO NOTE: ALL WET AREAS TO ACOUSTICAL BATT INSULATION RECEIVE MOISTURE/MOLD RECEIVE MOISTURE/MOLD RECEIVE MOISTURE/MOLD RESISTANT GYP. BOARD RESISTANT GYP. BOARD RESISTANT GYP. BOARD NOTE: SEAL ALL PENETRATIONS WITH FIRE RATED SEALANT NEW WALL BASE AS SCHEDULED NEW WALL BASE AS SCHEDULED NEW WALL BASE AS SCHEDULED NEW WALL BASE AS SCHEDULED NEW WALL BASE AS SCHEDULED ACOUSTICAL SEALANT, ACOUSTICAL SEALANT, ACOUSTICAL SEALANT, ACOUSTICAL SEALANT, �� SEALANT, CONTINUOUS AT BOTTOM CONTINUOUS AT BOTTOM CONTINUOUS AT BOTTOM CONTINUOUS AT BOTTOM CONTINUOUS AT BOTTOM OF GYP. BD. BOTH SIDES OF GYP. BD. BOTH SIDES OF GYP. BD. BOTH SIDES OF GYP. BD. OF GYP. BD. BOTH SIDES NEWAS SCCR FINISH HEDULED NEW AS SCHEDULED NEW AS SCCR FINISH HEDULED NEW AS SCHR FINISH EDULED NEW FLOOR HEDULED �\ SCHEDULED AS SCHEDULED iO PARTITION TYPE 1 PROVIDE MTL. STUD KICKERS @ 48" O.C. STAGGER EACH SIDE VARIES REFER TO SHEET A 102 RCP CEILING AS SCHEDULED, SEE RCP FOR LOCATIONS (2) 6" NESTED METAL STUDS @16" O.C. TURNED ON SIDE w/1 112" TOP & BOTTOM TRACK PROVIDE HORIZ. BRACING @ MID POINT 5/8" MOISTURE/MOLD RESSITANT GYPSUM WALL BOARD EACH SIDE w/FINISH AS SCHEDULED NEW WALL BASE AS SCHEDULED ACOUSTICAL SEALANT, CONTINUOUS AT BOTTOM OF GYP. BD. BOTH SIDES NEW FLOOR FINISH AS SCHEDULED RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and meal Codes City of Camel DATE: 08/23/19 < PARTITION TYPE 6 UNDERSIDE OF EXIST. DECK, V.I.F. O2 PARTITION TYPE 2 PARTITION TYPE 2A SAME AS TYPE 2 w/ONE LAYER GYP BD ONE SIDE FILL ALL VOIDS AT MTL WITH FIRE SAFING INSULATION (41b DENS DEEP SLOTTED TOP R TRACK. S12 FASTENER WITH STAND-OFF WASHERS AT B" .12" O.C. AT SLO TRACK TYPE 4 EXISTING DEMISING OPARTITION WALL O3 PARTITION TYPE 3 4 PARTITION TYPE 4A EXISTING DEMISING WALL 1-HOUR RATED PARTITION U.L. U419 6" METAL STUDS w(SOUND ATTENUATION BATT INSULATION. NOTE: ACOUSTIC TREATMENTS TO EXISTING DEMISING WALLIS) MUST BE CONFIRMED/APPROVED BY LANDLORD PRIOR TO CONSTRUCTION. STC RATING, IF INDICATED, ARE ESTIMATED; ACTUAL STC RATING CANNOT BE GUARANTIED. SPECIAL DEMISING WALL NOTE: 1. THOROUGHLY MUD AND TAPE ALL JOINTS AND PENETRATIONS IN THE DEMISING WALLIS) TO MAINTAIN CONTINUITY OF FIRE RATING. PROVIDE CONTINUOUS SEALANT AT FLOOR SLAB AND AT ROOF DECK. 2. REMOVE ANY EXISTING DAMAGED BATT INSULATION AND REPLACE TO MATCH EXISTING. Gypsum Wall Board Acoustic Partition Construction Notes: A. Seal inner (base) gypsum layers to floor slab below and to structural slab above with a continuous bead (3/8" minimum) of acoustical sealant. Reference to "caulk" shall indicate use of acoustical sealant. Acceptable sealant manufacturers are: • U.S.G. - Acoustical Sealant • Tremco - Acoustical Sealant • Ohio Sealants - Sound Sealant • Pecora BA-98 Sealant • G.E. Corporation - Pensil 100 / 300 (fire rated sealant). • G.E. Corporation- Sit Pruf sealant. • HILTI FS-601 Firestop Sealant (fire rated sealant). B. Use 4' - 0" witle gypsum panels (where possible) of height required (10' - 01 12' - 0", etc.), to minimize number of joints. C. Stagger all joints of single layer (or base layer) gypsum panels on each side so that joints are on alternating studs. On doubled layers, stagger joints of face layer by one stud width from base layer. D. Stagger back-to-back outlet boxes on opposite sides of walls by two stud widths. E. Where partition is not insulated, seal all outlet box openings with acoustical sealant. Putty packs and sealant are recommended on all outlet boxes installed in acoustically rated parlitions. F. Caulk around all penetrations. Where voids greater than 1/4" exist, 20 GA. SHEET MTL CLOSURE pack with 1.5 PCF fiberglass and caulk airtight. BOTTOM OF ROOF DECK G. Grout all door frames per manufacturers recommendations. H. Where partition has insulation, do not pack. Insulation should be FIRE CAULK loose, preferably not in contact with both sides of partition. CONTINUOUS BOTH SIDES 1 -#6 SCREW W/STAND-OFF WASHER EACH SIDE 20 GA. MTL. STUDS @ 16" O.C. 5/8" TYPE W GYP. BD., TYP. NOTE: AT DEMISING WALL CUT GYP BD TO TO FIT PROFILE OF STRUCTURAL ELEMENTS INCLUDING BUT NOT LIMITED TO BEAMS, COLUMNS, & DECK. FORM COMPRESSION SEAL BY INSTALLING 1/4" TO 1/2" THICK NEOPRENE (ARMAFLEX OR EQUAL) SLIGHTLY COMPRESSED. n PARTITION HEAD DETAIL 1 1/2" = 1'-0" OS PARTITION TYPE 5 SP-NGA Spin •strength •yoga A FOXHELD CONSTRUCDON LTD. omaxas oesoev¢ s �anuwaors VIRTUAL ENERGY SOLUTIONS 33 E. OGDEN AVE. SUITE 304 LA GRANGE IL, 60625 312.583.7023 W W W.VESCHICAGO.COM #AA26003751 � N M> W C) Q U V L CO Z w' 0 CL Q U U C f r E r LO � M � U r No. AR11900058 STATE OF VES Project number: 190301 sheet title. PARTITIONS & DETAILS sheet number: A501 © 2018 Virtual Energy Solutions, Inc.