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8
<br /> 4 3.Laminating Compound—For use with Item 4-Used to band outer layer wallboard to inner layer wallboard.Powder type I
<br /> 3 mixed with water in accordance wish instructions shown on bags.Applied to entire surface of base layer wallboard.Applied
<br /> with notched trowel producing Continuous beads about 114 in.wide and 1/4 in.high. a 1
<br /> a
<br /> .. 4.Gypsum Board"—1 Hr Rating-Applied to one side of steel studs(Item 2).Two layers of 5/8 in.gypsum panels with
<br /> beveled,square or tapered edges.Gypsum panels applied vertically withpints centered over studs.Base layer applied with 1
<br /> 'in.Type S screws spaced 24 in.on,Face layerapplied vertically with joints centered overstuds and offsetfrom base layerjoints
<br /> by one stud cavity.Face layer applied with 1-5/8 in.Type S screws spaced 12 in.oc starting with a 6 in.offset from the bottom
<br /> of the gypsum panel.
<br /> LANDSCAPE AREA NATIONAL GYPSUM CO-5/8in.thick Types eXP-C FS4 F5W,FSK FSW-3,FSW-5,FSW-G,FSK-G,FSW-6 FSW-B,FSW-C,FSMR-C•FSK-
<br /> 3'-6"EXIT DOORS -LANDSCAPE AREA 2 C,Type SBW8
<br /> WITH PANIC HARDWARE. y N
<br /> 16 18 1.Floor and Ceiling Runners—(Not Shown)—Channel shaped,fabricated from min 25 MSG corrosion-protected steel,min zo
<br /> co .4 4 width to accommodate stud size,with min 1-1/4 in.long legs,attached to floor and ceiling with fasteners 24 in.OC max. A Gypsum Bound-—(As an alternate to Items 3 and 4)--1 Hr Rating-Applied to one side of steel studs(Item 2).Three F F
<br /> lyers of 5/8 in.gypsum panels with beveled,square or tapered edges.Gypsum panels applied vertically or horizontally with
<br /> 1A.Framing Members•—Floor end Ceiling Runners—(Not Shown)—As an alternate to Item 1.For use with Item 2A, erticaljoints centered over studs and staggered one stud cavity in adjacent layers.Horizontal edge joints and horizontal butt o_a
<br /> channel shaped,min width to accommodate stud size,with min 1-1/4 in.long legs,attached to floor and ceiling with fasteners Ants In adjacent layers staggered a minimum of 12 in.H'rizonteljoints need not be backed by steel framing.First layer
<br /> 4--k A 24 in.OC max, pplied with 1 in.Type 5 screws spaced 24 in.It.Second layer applied vertically with joints centered over studs and offset M _
<br /> CHAIN HUNG FIXTURE WHERE r �,V MARINO/WARL DIV OF WARE INDUSTRIES INC—Viper25-Track om base layerjoints by 24 in.Second layer applied with 1-5/8 in.Type S screws spaced 24 in,oc.Face layer applied vertically
<br /> OPEN TO STRUCTURE ABOVE IN 3'-3 3y4
<br /> as
<br /> ELECTRICAL ROOM.(12'A.F.F.) "�' T 1 1 F--I t-1 I I I I
<br /> I 2.Steel Studs-Channel shaped,fabricated from min 25 MSG corrosion-protected steel,min 3-5/8 in.wide,min 1-1/4 in.
<br /> PROVIDE 4'CONCRETE I LED CHAIN HUNG STRIP LIGHTS ABOVE. flanges,spaced a max of 24 in.OC.Studs to be cut 3/8 to 3/4 in.less than assembly height
<br /> HOUSEKEEPING PAD BELOW L J (12'AF.F.)
<br /> KNOWN AND FUTURE ELECTRICAL
<br /> EQUIPMENT LOCATIONS. Qj 2A.Steel Studs•—Channel shaped,fabricated from min 25 MSG corrosion-protected steel,min 3-5/8 in.wide,min 1-1/4 in.
<br /> tl
<br /> ELECTRICAL SERVICE � L J J L J L J flanges,spaced a max of 24 in.CC.Studs t to 3/4 in.less than assembly height. N
<br /> N G,FAR{NEW AND l--1 pr MARINO/WARE,DIV OF WARE IN ES IN[—Wper25 O c O n
<br /> 1 FUTURE -DIVIDING WALL BELOW CEILING JOISTS AT V497 ONE HOUR AL TION � "rs
<br /> GWB FULL HEIGHT ON EXTERIOR 0INTERMEDIATE LANDING AND FIRE PUMP ROOM
<br /> OF ROOMS. SEE 16/A2.6 FOR .1 Q TO BE 6"METAL STUDS AT 16"O.C.WITH 4 Scale: N.T.S. D o V INTERMEDIATE LANDING ABOVE r 1 T r 1 5/8'TYPE-X"GWB TO 12'AT ELECTRICAL
<br /> AT ELECTRICAL ROOM. 4 '8'-7 3/4"' _ pRE r, ROOM SIDE. (2)LAYERS 5/8"TYPE"X' 429.2 B.goir.d.1.'tri'..biol.oluen"g Toer..brnnb'r.. Nhe..parking N i
<br /> ELECTRICAL Pl1MP GWB TO 12'ON FIRE PUMP ROOM SIDE. electric nlcle charging parkin provided I I I provided, ten t of g speces shall be with
<br /> 'v 101 1 SEE 18/A2.6 FOR FIRE PUMP ROOM WALL 429.3, 429.4 and 429. wennenea ceictieclon of Peccenc aec�eaB:sautes a W�
<br /> N
<br /> 0o LADDEf�TQ ROOF 11 102 1 1 1 1 AND CEILING NOTES.SEE STRUCTURAL 1n a fractional parking space, the applicant shall round up to the
<br /> HATCHI L J DRAWINGS FOR WALL AND CEILING FRAMING. next whole number.
<br /> NOTE ELECTRICAL SERVICE TO ABOVE. L J L J 429.3 Bl.abrical roossI0. electrical r om(s) serving buildings cairn
<br /> BUILDING IS TO BE SIZED TO _m -- ---------r-r--- -- SEE 4/A2.4 FOR ONE HOUR WALL AND .-.its parking space.must be sized to oaccownoaat. the potential for
<br /> 0
<br /> ' : electrical equipment and distribution required to Derv. a minimum of
<br /> ACCOMMODATE THE POTENTIAL i,a - -- -----'r-r--- - CEILING OF FIRE PUMP ROOM. 20 perc..t of the total parking opens,with 208/240 V 40-amp, circuit
<br /> FOR ELECTRICAL EQUIPMENT r equivalent electric vehicle charging infrastructure.
<br /> 0
<br /> I�ID',DISTRIBU110N REQUIRED TO LOW WALL AB i '-` 4z9.4 n.eerie "bill. 'barging inzn.ab�.etRr.. electric vehicle
<br /> SERVE EV PARKING STALLS WRH AT INTERMEDIATE i� 20 .� charging infrastructure snail meet the followin I g requirem��t�:
<br /> 366/240 V 40-AMP CIRCUIT LANDING T, T J --1 .4 1. A minimum number If 208/240 V 4o-amp, circuit quivalsnt
<br /> ' • electric vehicle charging stations serve the ar
<br /> OR EQUIVALENT ELECTRIC TO .x (CEILING/FLOOR) F spaces specified Sn Beotlon 429.2. The electl ctvehicle charging stag
<br /> VEHICLE CHARGING � I I I I I I I tehall be located to serve spaces designated for parking and
<br /> INFRASTRUCTURE PER WAC _.� ROOM., DASHED LINE INDICATES ONE HOUR electric vehicles. capacity, apace for future metexa, panel
<br /> charging
<br /> ____ 2. Additio
<br /> OF EL
<br /> nal ice e<it
<br /> 51-50-0429.SEE 8/A2.4 a i i � I I CONSTRUCTION. capacity or apace for eaaitional panels, and rarewaya for future I,-
<br /> LADDER J SEE 4 A2.4. stai,:till of electric vehicle charging stations. The service capacit
<br /> LADDER TO INTERMEDIATE J L J L J / and raceway sire,hall be designed to--curod.t.the future icatacity
<br /> circuit o
<br /> LANDING ABOVE rO 20 .t,hills the stationsz4s a 4o-amp, t r equivalent electric
<br /> charging specified r Section d charging
<br /> The r ELECTRCAJL ROOM FLOOR. p 1.1 A TOP OF WALL avail terminate at spaces designated for parking and charging electric RIGID INSULATION ON
<br /> vehicles in the future.
<br /> Nhere a:elgnatea electric vehicle charging location, dery errs- METAL DECKING AT
<br /> I11111111 1111111111111111111111111111 III lI111t111111111.1.11180111111 I/IIIII111111IIIIFIIIIIII11111! r10r on-grade parking:paces that axe located more than 4 feetefrom a ROOF.
<br /> building, raceways shall be extended below grade to a pull box in the L
<br /> inity of the designated future electric vehicle charging locatio
<br /> INTERIOR 3'-6'IXR DOOR o cstub above grade in the vicinity of the tlasignated future electric 0 A\
<br /> WITH PANIC HARDWARE. vehicle chargins
<br /> ng locations, protect,.from vehicles by a curb or other 5/8"TYPE"X"GWB aev ON 2 1/2"STEEL
<br /> 4'-7" 9'-2 3/8" Ia .',"mr,«an1�.o".°w�`::n�,.""�°.a.� 'e�$<,m`.��'wr;µn s N p ��w STUDS AT 24'O.C.
<br /> FULL HEIGHT WALLS PER STRUCTURAL �,,,el; `'"�^•r' �^v1�a r,,w';° "1"'o.n-:"�.wee.I,L,n',�'o BETWEEN JOIST
<br /> 13'-7 3/B' GRID 8 25'-9" DRAWINGS. .cad m nag....t infrastc-t...m.y be used too adjust the sir.and FLANGES.
<br /> capacity of the required building electric service equipment and cir-
<br /> cuits — the customer facilities, as well as electric utility owned
<br /> infrrastructure, a, allowed by applicable local and national electric I 0
<br /> ENLARGED ELECTRICAL AND FIRE PUMP ROOM ELECTRIC VEHICLE INFRASTRUCTURE
<br /> Scale 1/4 1 0 Scale: N.T.S. V 04
<br /> T
<br /> l •O
<br /> 0 >
<br /> ROOF JOIST/STRUCTURE LL
<br /> DEFLECTION TRACK PER Q d
<br /> 0 STRUCTURAL DRAWINGS.
<br /> PROVIDE 5/8"TYPE"X'GWB A
<br /> AT INSIDE OF ROOM AROUND 3/4" 8 1/2° 0 A C � L L
<br /> LADDER FROM BELOW, REQUIREDDEFLECTION
<br /> 1/2° STRUCTURAL DRAWNGSPER
<br /> \ LADDER TO ROOF AC ESS H CH AB WI m VV/ CD
<br /> /J SECURESTUDS TO SAFETY CAGE PER 0 A REQ IREMEL 00
<br /> FULL HEIGHT WALL STUDS BEYOND. BRACE PER j
<br /> SLOTTED DEFLECTION ?� 'EI•STRUCTURAL DRAWINGS. TRACK.ATTACH G.W.B.TO CO //��\\
<br /> PROVIDE SECTION OF,FULL GHT 5 8' STUDS ONLY(NOT Z VJ Co
<br /> TYPE R WALL
<br /> AT INSIDE HATOF CH
<br /> ABM HIND CEILING JOISTS PER STRUCTURAL DEFLECTION TRACK)
<br /> 4 i LADDER WALL TO ROOF HATCH ABOV
<br /> -- - - 4'�5 1/2' 7'-5 ��/2" FULL HEIGHT WALL W/5/8° N Q v7
<br /> 42" IGH G D W ON UTH ,AN W ro
<br /> TYPE"X'GWB ON OUTER
<br /> 0 NORTH SIDE F INTE MEDIAT LANDIJ . P DE SIDE OF ELECTRICAL AND LL
<br /> 0 AS SHOWN ON ELE ICAL ROOM PLAN AT DER 0 FIRE PUMP ROOM. SEE 16 (�'� r N
<br /> OPENING FROM BELA 5/8"TYPE?X"GW ON & 18/A2.4 FOR GWB NOTES L7
<br /> IN OF -- -- i 3 5/"METAL STUD PER STRUCTU - Q v D
<br /> INT RMEDIATE LANDIN AT ROOMS BELOW. J
<br /> BOTT OF _ BOTTO OF N
<br /> EUNG JOISTS 1 - 5 TOP OF WALL AT JOIST W 0
<br /> FULL HEIGHT WALL STUDS BEYOND. BRACE PER CEILING JOISTS Scale: 3"=1'-O" � (JJ N
<br /> STRUCTURAL DRAWINGS.
<br /> N
<br /> W D OPENIN PROVIDE 3144'PLYWOOD DECKING OVER UI N GI
<br /> INTERMEDIATE LANDING FOR ROOF ACCESS. a,� � F 3
<br /> 42"HIGH GUARD ON PARTIAL EAST SIDE AND ENTIRE NORTH 42'HIGH GUARD BEYOND ABOVE ELECTRICAL ROOM O
<br /> N SIDE OF OPENING THROUGH INTERMEDIATE LANDING, 5/8"
<br /> Q (]
<br /> TYPE"X"GWB ON 3 5/8"METAL STUDS. w
<br /> N nfyI J
<br /> o vi rri -� (2)LAYERS 5/8'TYPE°X'GWB INTERIOR SIDE ON METAL FRAMING LL Q
<br /> z 0 LADDER TO INTERMEDIATE LANDING ABOVE WITH F 0 THROUGHOUT FIRE PUMP ROOM WALLS AND CEILING.(1)LAYER 5/8"TYPE W W LLU
<br /> a b.� SAFETY CAGE PER OSHA REQUIREMENTS. v "X"OTHER SIDE OF WALL FIRE TAPE ALL SURFACES. Y J
<br /> HOUR RATED o < / CONSTRUCT
<br /> \ CONCRETE EXTERIOR WALL PANEL (1N HOUR RATED WALLS C, FJ NIGN J u�i m N a 5/8'TYPE"X'GWB ON WALLS AND CEILING OF Ij (UL FILE V497) CL W w
<br /> ELECTRICAL ROOM. °' L M" or) - H
<br /> SPRINKLER RISER/FIRE PUMP ROOM
<br /> • ELECTRICAL ROOM.OPEN TO STRUCTURE ABOVE
<br /> RIGID IN I
<br /> EXCEPT AT INTERMEDIATE LANDING. �/` � INSULATION ON
<br /> tN METAL DECKING AT U W caw
<br /> ROOF.
<br /> L
<br /> 3 0 o L_I V U Lo
<br /> DEFLECTION TRACK PER J Y
<br /> 1-6 STRUCTURAL DRAWINGS. W Z
<br /> FULL HEIGHT WALL W/5/8° 0 J Q
<br /> TYPE"X"GWB ON OUTER W
<br /> SIDE OF ELECTRICAL AND sheet
<br /> - - FIRE PUMP ROOM. SEE 16 C.7
<br /> & 18/A2.4 FOR GWB NOTES
<br /> AT ROOMS BELOW. Q
<br /> SECTION AT ELECTRICAL OM ROOF LADDE CCESS SECTION SPRINKLER RISER FIR P R00 TOP OF WALL AT METAL DECK Z A2.4
<br /> 6 Scale: 3/8"=1'-0" $ Scale: 3/8"=1'-0" `� Scale: 3"=1'-0" W
<br />
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