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DECK
<br />EXTEND WALL TO UNDER51DE OF
<br />ROOF DECK PER U.L. DESIGN U.465
<br />STEEL CHANNEL
<br />I ZI-
<br />IL7 LAY- INACOU5TICAL
<br />OR GYPSUM BOARD
<br />CEILING.
<br />SEE UL DESIGN NO. U465
<br />R-11 BLANKET INSULATION AT
<br />SOUND PROOF PARTITIONS ONLY.
<br />,1 3 5/au OR rou (SEE FLOOR PLAN)
<br />GALV. STEEL STUDS AT Iron O.C, 20
<br />C -sA.STUD5 AT WALL MOUNTED
<br />EQUIPMENT
<br />25 GA. GALV. STEEL C�IANNEL
<br />FASTEN TO SLAB AT 24" O.C.
<br />FLOOR SLAB
<br />IG)lrM. a� S_-Up, F11=` RATEO PARTITIM
<br />SCALE: 1 1/2" = 1'-0" —1
<br />Design No. U465
<br />ScI)tLirbei 27, 2005
<br />Noubcai ing Wall Rating - I HR.
<br />X,
<br />Floor all([ Ceiling Runners - (not shown) - Channel shaped runners, 3-5/8 in. wide (min), 1-1/4 in.
<br />e-gs, foi med flout min No. 25 MSG galv steel, attached to floor and ceiling with fasteners spaced 24
<br />it' . OC olax.
<br />2. St ' c I SuiLk - Channel shaped, 3-5/8 in. wide (min), 1-1/4 in. legs, 3/8 in. folded back returns, formed
<br />from min No. 25 MSG galv steel spaced 24 in. OC max.
<br />3, Baus and Blankets* - (Optional) - Mineral wool or glass fibei halts partially orcompletcly filling
<br />Sind CuYity.
<br />See Itatis, and Blankets (BZ,IZ) category for names of0assified companies.
<br />3A. Fibci, Spiaved* - As an alternate to Halts and Blankets (Itcrn 3) - Spray applied cellulose material.
<br />The fiber is allphed with water to completely fill the enclosed cavity in accordance with the application
<br />Just] LICtiorl' SLIPPIICd with the product. Norninal dry density of3.0 llb/0. Alternate application method:
<br />The fiber is zipplied with U.S. Greenfibei LLC Type AD] 00 ]lot melt adhesive at a nominal ratio of
<br />one pai I adlicsive to 6.6 parts fiber to completely fill the enclosed cavity in accordance with the
<br />aplfll�aliOil 11SIRICtiOuS Supplied with the product. Nominal dry density of2.5 lb/ft3.
<br />U S GkECNFIHER L L C - Cocoon2 Stabilized or Cocoon-FRM (Fire Rated Material)
<br />313, Fiber, Spruyed* - As an alternate to Batts and Blankets (Itern 3) and Item 3A - Spray applied
<br />ce�,I�dosc insul.mon material. The Fiber is applied with water to interior surfaces in accordance with the
<br />11� C116011 111SIRACtiOlIS 9LII)Illied with the product. Applied to completely fill the enclosed cavity,
<br />M lumu'll fiy dcnsiiy of4.3 pounds per cubic ft.
<br />NU -WOOL ( 0 INC' - Cellulose Insulation
<br />4. UVIISLI111 Boatd* - 5/8 in. thick, 4 ft wide, attached to steel studs and floor and ceiling track with I in.
<br />long ' Type S steel screws spaced 8 in. OC. along edges ofboard and 12 in. OC in the field ofthe
<br />boatd. Joiuts cuiented verlicilly and staggered on opposite sides ofthe assembly. When attached to
<br />itc��i 6 (:csilicnt channels) m 6A (furring channels), wallboard is screw attached to furring channels
<br />wi I I i i. long, Type S steel screws spiced 12 in. OC.
<br />AMERICAN GYPSUM CO - Types AG-C, AC3X-I
<br />BEIJING NEW BUILDING MATERIALS PUBLIC
<br />LTD CO - T v pC DkX-1.
<br />BPB AMFkICA INC -Types 1, EGRG, ProRoc Type X, ProRoc TypeC.
<br />BPB CANADA INC - ProRoc Type C, PioRoc Type X or PioRoc Type Abuse -Resistant.
<br />CANADIAN GYPSUM COMPANY - Types AR, C, IP-AR, IP-X 1, IP-X2, IPC-AR, SCX, SHX,
<br />WRC ol WRX,
<br />G-11 GYPSUM COI�P, SUR OF
<br />CJEOR6IA-PACIFIC CORP - Types 5,9, C, DAP, DID, DA, DGG, IDS, GPFS6.
<br />LAFAkGE NORTH AMERICA INC - Types LGFC2, LGFC2A, LGFC6, LGFC6A, LGFC-C,
<br />LGFC-C/A.
<br />NA'f IONAL GYPSUM CO - Types FSK, FSK-C, FSK-G, FSW-C, FSW-G, FSW, FSW-3, FSW-5.
<br />PABCO BUILDING PRODUCTS L L C, DRA
<br />PABCO GYPSUM -Type PG-C or PG-9.
<br />PANEL REY S A - Type PRX.
<br />SIAM GYPSUM INDUSTRY (SARABURI) CO LTD - Type EX-1
<br />STANDAI�D GYPSUM L L C - Types FRX-6, VPBX-6, FRWRX-6, SHTGX-6, FRX-6 Exterior
<br />Gypsuin Soll-il Board, SG-C.
<br />TEMPLE -INLAND FOREST PRODUCTS CORP - Type X, Veneer Plaster Base - Type X, Water
<br />Rated - Type X, Sheathing - Type X, SofFt - Type X, TG-C.
<br />UNI 1171) STA FES GYPSUM CO - Type AR, C, FRX-G, IP-AR, IP-XI, IP-X2, IPC-AR, SCX, SEX,
<br />Wk(',,t WRX.
<br />USG MEXICO S A DE C V - Type AR, C, IP-AR, IP-XI, IP-X2, ]PC -AR, SCX, SHX, WRC or
<br />WRX.
<br />4A. Gypsum Board* - (As alternate to Itein 4) - Nom 5/8 in. thick gypsum panels with beveled, square
<br />oi tapeied edgos, applied vertically or horizontally. Vertica[joints centered over studs and staggered
<br />Cule.SlUd cavity OD opposite sides ofstLids. Horizontal edgejoints and horizontal buttjoints on opposite
<br />sides ot-studs need not be staggered oi backed. Panels attached to steel studs and floor runner with I in.
<br />loug Type S steel sciews spaced 8 in. OC when applied horizontally, or 8 in. OC along vertical and
<br />hollorn edges and 12 in, OC in the field when panels areapplied vertically.
<br />CANADIAN 6YPSUM COMPANY - Types AR, C, IP-AR, IP-XI, IP-X2, IPC-AR, SCX, SHX,
<br />WIW, ol WRX.
<br />UNITED STATES GYPSUM CO - TypeAR, C, FRX-G, IP-AR, IP-XI, IP-X2, IPC-AR, SCX, SHX,
<br />WIZC or WPX.
<br />USG MEXICO S A DE C V - TypeAR, C, IP-AR, IP-XI, IP-X2, IPC-AR, SCX, SHX, WRC or
<br />WRX.
<br />4B. G�p�tuu Ito -aid* - (As an alternate to Items 4 or 4A) - Nonn 3/4 in. thick, 4 ft wide, installed as
<br />desclibed in Item 4A with screw length increasedho 1-1/4 in.
<br />CANADIAN GYPSUM COMPANY -Types AR, IP-AR.
<br />UNI I ED STATES GYPSUM CO -Types AR, IP-AR.
<br />USG MEXICO S A DE C V - Types AR, IP-AR.
<br />5.Joint I �qpe and Compound - Vinyl, dry or premixed joint compound, applied in two coats to joints
<br />and screw hcads; paper tape, 2 in. wide, embedded in first layer ofcornpound overall joints. As an
<br />atim,tc, nominal 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of
<br />C a , silied venccr baseboard. Joints reinforced.
<br />6. Resilient Channel - (Optional -Not Shown) - 25 MSG galv steel resilient channels spaced vertically
<br />max 24 in. OC, flange portion attached to cacti intersecting stud with 1/2 in. long type S-12 panhead
<br />steel screws.
<br />CA. Steel Fionning Members (Not Shown)* - As an alternate to Item 3, furring channels and resilient
<br />Sound sol�iuon clip as described below:
<br />a. FLH I lug' Channels - Formed ofNo. 25 MSG galv steel. 2-3/8 in. wide by 7/8 in. deep, spaced 24 in.
<br />OC pCrpCll1hCUlar tostuds. Channels secured to studs as described in Item b. Ends ofadjoining
<br />channels are ovei lapped 6 in. and tied together with double strand ofNo. 18 SWG galv steel wire near
<br />each end of'overlap. As an alternate, ends ofadjoining channels may be overlapped 6 in. and secured
<br />together with two self -tapping #6 Framing screws, min. 7/16 in. long at the midpoint ofthe overlap,
<br />with one screw oil each flange ofthe channel.
<br />b. Steel Hauling Members* - Used to atlach furring channels (Item a) to studs (Itern 1). Clips spaced
<br />48 in. OC., and secured to studs with 1-5/8 in. wafer or hex head Type S steel screw through the center
<br />grommet. I-Lirring channels are friction fitted into clips.
<br />PAC INTERNATIONAL INC - Type RSIC-I.
<br />.Bea, ing the UL Classification Mark
<br />LIL DE-51GN NO. U465
<br />lei SCALE: N.T.S.
<br />20--a" AFF.
<br />TOP OF
<br />PARAPET
<br />k0'-0" F.F.E.
<br />'s-f TOP OF SLAB
<br />0 WALL SECTION
<br />I SCALE: 3/4" - I'-011
<br />A
<br />V (- cy.
<br />51M.
<br />T6P OF
<br />PARAPET
<br />13--au Ar-r, —
<br />TOP OF
<br />PARAPET
<br />10--4" AF-R . .... -
<br />BOTTOM OF
<br />g1k -J'-4" Aff. —
<br />'If TOP OF WIND257LU
<br />OPENING
<br />o,-vu Fprz.
<br />TOP OF SLAB
<br />WALL ISECTION
<br />SCALE: 3/4" x V-011
<br />GENERAL NOTES
<br />1. EXTERIOR STUCCO TO BE SMOOTH SAND FLOAT STUCCO FINISH,
<br />TYPICAL.
<br />2. SEE FLOOR PLAN AND EXTERIOR ELEVATIPNS FOR WALL SECTION
<br />LOCATIONS.
<br />3. SEE EXTERIOR ELEVATIONS FOR ALL EXTERIOR FINISHES.
<br />4. ANY WOOD FRAMING IN CONTACT WITH CONCRETE OR CMU TO BE
<br />PRESSURE TREATED WOOD.
<br />5. SEE STRUCTURAL DRAWINGS FOR ALL STRUCTURAL STEEL BEAMS,
<br />J015TS AND ALL CONCRETE REINFORCING.
<br />(o. CONTRACTOR TO COORDINATE ALL CEILING HEIGHTS WITH
<br />STRUCTURAL AND MECHANICAL DRAWINGS AND NOTIFY ARCHITECT
<br />WITH ANY DISCREPANCIES UPON DISCOVERY.
<br />I
<br />1M.M.
<br />KEYED NOTES
<br />0 SINGLE FLY ROOFING MEMBRANE OVER MIN. 320" 1605OARI-D
<br />INSULATION - BUILD UPINE)ULATION AS REOUIRED TO PROVIDE 1/4"
<br />MIN. SLOPE TOWARDS ROOF DRAINS - SEE ROOF PLANS
<br />(D CONT. 4" CANT STRIP
<br />(D 1/8" SMOOTH SAND FLOAT FINISH STUCCO OVER GALV. METAL LATH
<br />OVER "TYVEK" -STUCCO WRAP OVER 1/2" EXTERIOR GRADE
<br />PLYWOOD SHEATHING
<br />GWOOD CORNER MOLD - HHH '165
<br />(D -1/8" SMOOTH SAND FLOAT FIN15H STUCCO OVER GALV. METAL LATH
<br />G6" C.M.0 WALL SYSTEM - SEE STRUCTURAL FOR VERTICAL AND
<br />HORIZONTAL REINFORCEMENT
<br />0 STEEL BAR J015T - SEE STRUCTURAL
<br />GSTEEL BEAM SEE STRUCTURAL
<br />(D STEEL ANGLE SEE STRUCTURAL
<br />GCONT. 5PRINGLOCK FLASHING BY "FRY REGLET"
<br />0 6" METAL STUDS AT 16" O.C. (TYPICAL) - SEE STRUCTURAL
<br />(D METAL ROOF DECK - SEE STRUCTURAL
<br />GFOUNDATION SYSTEM - SEE STRUCTURAL
<br />GLINE OF PARAPET / WALL BEYOND
<br />GEXISTING STEEL BAR J015T - SEE STRUCTURAL
<br />GEX15TING STEEL BEAM - SEE STRUCTURAL
<br />0 EX15TING METAL ROOF DECK - SEE STRUCTURAL
<br />GREMOVE PORTION OF EXISTING METAL ROOF DECK AT STUD
<br />PARAPET WALL FACE - SEE STRUCTURAL
<br />GREINFORCED CONCRETE 5LA15 ON GRADE - SEE STRUCTURAL
<br />0 CLEAN, COMPACTED, TEFZMITE TREATED FILL
<br />0 APPROXIMATE GRADE
<br />0 EXISTING CONCRETE SLAB ON GRADE - SEE STRUCTURAL
<br />G1/2" EXPAN51ON JOINT MATERIAL
<br />GCONCRETE SIDEWALK - SEE SITE PLAN
<br />(a FIN15H FLOOR MATERIAL - SEE FINISH SCHEDULES AND SHEET IDI
<br />0 4" METAL STUDS AT I(o" O.C. (TYPICAL) - SEE STRUCTURAL
<br />(D CONTINUOUS BASE - SEE FIN15H 50-C-HEDULE5 AND SHEET IDI
<br />GEXISTING FOUNDATION SYSTEM - SEE STRUCTURAL
<br />0 LAY -IN ACOUSTICAL CEILING SYSTEM - SEE REFLECTED CEILING
<br />PLAN FOR GRID LAYOUTS AND CEILING HEIGHTS
<br />G1/2" CC) GYPSUM CEILING 50ARD - SEE CEILING PLAN AND
<br />DETAILS
<br />G1/2" GYPSUM WALL 50ARD
<br />(D 1/2" GYPSUM WALL BOARD OVER 3/4" FURRING STRIPS AT Iro" O.C.
<br />OVER I" RIGID INSULATION - EXTEND INSULATION TO UNDER51DE OF
<br />ROOF DECK.
<br />GEXISTING EXTERIOR CMU WALL SYSTEM - SEE STRUCTURAL
<br />GCONCRETE BEAM - SEE STRUCTURAL
<br />GLIGHT FIXTURE - SEE ELECTRICAL
<br />0 DOOR / WINDOW SYSTEM - SEE DOOR / WINDOW SCHEDULE
<br />GROOF DRAIN SYSTEM - SEE ROOF PLANS
<br />ro" PVC LEADER SYSTEM FROM ROOF DRAIN TO STORMWATER
<br />SYSTEM - SEE ROOF PLAN AND CIVIL DRAWINGS
<br />GR-11 BLANKET INSULATION AT SOUND PROOF PARTITIONS -
<br />SEE FLOOR PLAN
<br />WOOD CROWN MOLD - HHH 101b WITH I x 2 WOOD TRIM
<br />G1/2" EXTERIOR GRADE PLYWOOD SHEATHING
<br />ALUMINUM COPING SET CAP FLASHING IN ADHE51VE OVER ICE AND
<br />WATER SHIELD WATERPROOF MEMBRANE
<br />(D EXISTING CONCRETE BEAM - SEE STRUCTURAL
<br />G"CULTURED" STONE VENEER OVERSCRATCH COAT STUCCO. SEE
<br />EXTERIOR ELEVATIONS
<br />0 6" PRECAST LINTEL - SEE STRUCTURAL
<br />(9 5/6" SMOOTH SAND FLOAT FIN15H STUCCO OVER CMU WALL
<br />(D REINFORCED KNOCK -OUT BLOCK TIE BEAM - SEE STRUCTURAL
<br />3 5/5" METAL STUD FRAMING WALL AT 16" O.C.
<br />KNOCK -OUT BLOCK COURSE - SEE STRUCTURAL
<br />LINE OF EX15TING METAL ROOF DECK AND NEW ROOF DECK
<br />(D EX15TING CONCRETE VAULT ROOF / WALL
<br />0 1/2" G.U45. OVER 2" "Z" CHANNEL FRAMING
<br />0 RECESSED PEDIMAT. SEE FIN15H SCHEDULES
<br />DRILL AND EPDXY (1)05 AT 6" O.C. VERT. REINF. INTO EXISTING CMU
<br />WALL WITH 12" MIN. EMBEDMENT. SEE STRUCTURAL
<br />NEU) CONCRETE SLAB TO ALIGN WITH EX15TING ADJACENT
<br />CONCRETE SLA5.
<br />GCLIP ANGLE - SEE STRUCTURAL
<br />0 DOWEL CONNECTION BETWEEN NEW SLAB AND EXISTING - SEE
<br />STRUCTURAL
<br />GEXISTING CMU WALL SYSTEM - G.C. TO VERIFY IF CMU WALL DOES
<br />NOT EXIST PROVIDE AS SHOWN
<br />KEY PLAN
<br />REVISIONS
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<br />Date: 06. 12. 12
<br />Scale: AS NOTED
<br />Project Mgr: AAY
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<br />I H��rnjjaLZ212U2LL: F,MC Urqent Care\04-CD\01-CD A\04-Architectura I I\A6 - WALL SECTION.dwg, 6/13/2012 1 2:02:36 PM, Adobe PDF.pc3
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