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LANDSCAPE AREA
<br />CHAIN HUNG FIXTURE WHERE —
<br />OPEN TO STRUCTURE ABOVE IN
<br />ELECTRICAL ROOM. (12' A.F.F.)
<br />PROVIDE 4" CONCRETE
<br />HOUSEKEEPING PAD BELOW
<br />KNOWN AND FUTURE ELECTRICAL
<br />EQUIPMENT LOCATIONS.
<br />GWB FULL HEIGHT ON EXTERIOR
<br />OF ROOMS. SEE 16/A2.6 FOR
<br />INTERMEDIATE LANDING ABOVE
<br />AT ELECTRICAL ROOM.
<br />NOTE ELECTRICAL SERVICE TO
<br />BUILDING IS TO BE SIZED TO
<br />ACCOMMODATE THE POTENTIAL
<br />FOR ELECTRICAL EQUIPMENT
<br />I�IDI,DISTRIBU110N REQUIRED TO
<br />SERVE EV PARKING STALLS WITH
<br />268,240 V 40-AMP, CIRCUIT
<br />OR EQUIVALENT ELECTRIC
<br />VEHICLE CHARGING
<br />INF-STRUCE PER/A51R0-0'USEEWA4
<br />INTERIOR 3'-6" EXIT DOOR
<br />WITH PANIC HARDWARE. —
<br />3'-6" EXIT DOORS LANDSCAPE AREA A
<br />WITH PANIC HARDWARE.
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<br />LED CHAIN HUNG STRIP LIGHTS ABOVE.
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<br />(12' A.F.F.)
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<br />ELECTRICAL SERVICE
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<br />GEAR{ NEW AND
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<br />DMDING WALL BELOW CEILING JOISTS AT
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<br />INTERMEDIATE LANDING AND FIRE PUMP ROOM
<br />TO BE 6" METAL STUDS AT 16" O.C. WITH
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<br />5/8 TYPE "X" GWB TO 12' AT ELECTRICAL
<br />ROOM SIDE. (2) LAYERS 5/8" TYPE "X"
<br />GWB TO 12' ON FIRE PUMP ROOM SIDE.
<br />SEE 18/A2.6 FOR FIRE PUMP ROOM WALL
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<br />LADDER-TQ ROOF
<br />AND CEILING NOTES. SEE STRUCTURAL
<br />HATCH( ABOVE.
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<br />DRAWINGS FOR WALL AND CEILING FRAMING.
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<br />SEE 4/A2.4 FOR ONE HOUR WALL AND
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<br />CEILING OF FIRE PUMP ROOM.
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<br />LOW WALL (ABOVE
<br />AT INTERMEDIATE
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<br />20 q
<br />"
<br />LANDING
<br />(CEIUNG/FLOOR)
<br />7-1,
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<br />A TOP OF WALL -
<br />OF ELF ICAL
<br />_.� ROOM.(
<br />DASHED LINE INDICATES ONE HOUR
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<br />LADDER TO INTERMEDIATE
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<br />CONSTRUCTION.
<br />C.SEE 4/A2.4.
<br />LANDING AOVE
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<br />ELECTfCAJI ROOM
<br />FLOOR.
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<br />TOP OF WALL
<br />111III IIt11III1111111111/1111111 Illla as aalaaa as as ...............
<br />artasasaaareal
<br />4'-7" 9'-2 3/8"
<br />FULL HEIGHT WALLS PER STRUCTURAL
<br />13'-7 3/B" GRID 8 25'-9" DRAWINGS.
<br />��NLARGED ELECTRICAL AND FIRE PUMP ROOM
<br />Scale 1/4 1 0
<br />An
<br />PROVIDE 5/8" TYPE "X" GWB
<br />AT INSIDE OF ROOM AROUND
<br />LADDER FROM .BELOW.
<br />OF
<br />LADDER TO ROOF A.1ESS HIGHT
<br />CH AB W
<br />E :ISAFETY CAGE PER 0 A REREM
<br />PROVIDE SECTION OFi FULL 5 8"
<br />TYPE "X" GWP AT INSIDE OF ROOM HIND
<br />i LADDER WALL TO ROOF HATCH ABOV
<br />4','5 1/2" 7'-5 , /2"
<br />42" IGH G D W ON UTH , AN
<br />0 NORTH SIDE F INTE MEDIAT LANDIJ . P DI
<br />0 AS SHOWN ON ELE (CAL ROOM PLAN AT DE
<br />OPENING FROM BELO . 5/8" TYPE IX* GW ON
<br />3 5/ " METAL STUD PER STRUCTU
<br />FULL HEIGHT WALL STUDS BEYOND. BRACE PER /
<br />STRUCTURAL DRAWINGS.
<br />WjO1PENI111 PROVIDE 3114" PLYWOOD DECKING OVER
<br />INTERMEDIATE LANDING FOR ROOF ACCESS.
<br />42" HIGH GUARD ON PARTIAL EAST SIDE AND ENTIRE NORTH
<br />SIDE OF OPENING THROUGH INTERMEDIATE LANDING. 5/8"
<br />TYPE "X" GWB ON 3 5/8" METAL STUDS.
<br />0 LADDER TO INTERMEDIATE LANDING ABOVE WITH
<br />SAFETY CAGE PER OSHA REQUIREMENTS.
<br />CONCRETE EXTERIOR WALL PANEL
<br />5/8' TYPE "X" GWB ON WALLS AND CEILING OF
<br />ELECTRICAL ROOM.
<br />" ELECTRICAL ROOM. OPEN TO STRUCTURE ABOVE
<br />cl EXCEPT AT INTERMEDIATE LANDING.
<br />1 -6
<br />SECTION AT E
<br />Scale: 3/8"=1'-0
<br />1/2"
<br />An
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<br />3. Laminating Compound — For use with Item 4 - Used to band outer layer wallboard to inner layer wallboard. Powder type
<br />3 Gypsum
<br />d with water in accordance with instructions shown on bags. Applied to entire surface of base layer wallboard. Appliedwinotched trowel producing continuous beads about 1/4 in. wide and 114 in. high.
<br />4. 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 withjoints centered over studs. Base layerapplied with 1
<br />in. Type S screws spaced 24 in. oc. Face layer applied vertically withjoints centered over studs and offset from 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 />NATIONAL GYPSUM CO-5/8 in. thick Types eXP-C FSL. FSW, FSK FSW-3, FSW-5, FSW-G, FSK-G, FSW-6 FSW4, FSW-C, FSMR-C, FSK-
<br />2 C, Type SBW8
<br />1. Floor and Ceiling Runners —(Not Shown) —Channel shaped, fabricated from min 25 MSG corrosion -protected steel, min
<br />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 Board" — (As an alternate to Items 3 and 4) -- 1 Hr Rating - Applied to one side of steel studs (Item 2). Three
<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 and 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
<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. Horizonteljoints need not be backed by steel framing. First layer
<br />24 in. CC max, pplied with 1 in. Type S screws spaced 24 in. oc. Second layer applied vertically with joints centered over studs and offset
<br />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 />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 />flanges, spaced a max of 24 in. CC. Studs to be cut 3/8 to 3/4 in. less than assembly height
<br />ZA. Steel Studs — Channel shaped, fabricated from min 25 MSG corrosion -protected steel, min 3-5/8 in. wide, min 1-1/4 in.
<br />flanges, spaced a max of 24 in. CC. Studs t to 3/4 in. less than assembly height.
<br />MARINO/WARE, DIV OF WARE IN is INC —ViD 25
<br />W V497 ONE HOUR`\WALLII SS l
<br />Scale: N.T.S.
<br />429.2 Required electric vahiole ebsrging da[raatrucbuce. Where parking
<br />is provided, ten percent of parking spaces shall be provided with
<br />electric vehicle charging infrastructure in compliance with Sections
<br />429.31 429.4 and 121.5. When the calculation of percent served results
<br />in a £...Lionel parking space, the applicant shall round up to the
<br />next whole number.
<br />429.3 Electrical roraafe). Electrical ro—(s) serving building, with
<br />-site parking spat must be ailed toeccownodat. the potential for
<br />electrical equipment and diatribution required to serve a minimum f
<br />percent If
<br />or equivalent electrithe c vehiclechar
<br />parkiging rging ructure.circuit8/240 V 40-amp, circuit
<br />sing i fxaett 429.4 Electric vehicle charging i ...tcuctuse. Electric vehicle
<br />charging infrastructure shall meet the following requirement,:
<br />1. A minimum number of 208/240 V 40-amp, circuit or equivalent
<br />electric vehicle charging station, required to serve the parking
<br />spaces specified in Section 429.2. The electric vehicle charging are-
<br />tion, shall be located to serve spaces designated for parking and
<br />charging electric vehicles.
<br />2. Additional service capacity, space for future mstore, panel
<br />capacity or space for additional panels, and raceway, for futuxe in-
<br />stallation of electric vehicle charging stations. The service capacity
<br />and raceway size shall be designed to accommodate the future instglla-
<br />tion of the number of 208/240 V 40-amp, circuit or equivalent electric
<br />vehicle charging stations specified in Section 429.2. Theraceway
<br />.hall terminate at spaces designated for parking and charging electric
<br />vehicle. in the future.
<br />Where designated electric vehicle charging locations sezv exte-
<br />in-grade parking spaces that are located more than 4 feet from a
<br />building, r ceways shall be extended below grade to a pull box in the
<br />cinity of the designated futuxe electric vehicle charging locations
<br />stub above grade in the vicinity of the designated future electric
<br />vehicle charging locations, protected from vehicles by a curb or other
<br />d'ic
<br />Load managementmay infrastructurey be used to adjust the size and
<br />capacity ofthe required building electric $vce equipment and cir-
<br />cuit. on the customer facilities, as well as electric utility owned
<br />infrastructure, a, allowed by applicable local and national electric
<br />a�ELECTRIC VEHICLE INFRASTRUCTURE VEHICLE INFRASTRUCTURE
<br />Scale: N.T.S. n /\
<br />FULL HEIGHT WALL STUDS BEYOND. BRACE PER
<br />STRUCTURAL DRAWINGS.
<br />CEILING JOISTS PER STRUCTURAL-
<br />- HIGH GUARD BEYOND ABOVE ELECTRICAL ROOM
<br />(2) LAYERS 5/8" TYPE "X" GWB INTERIOR SIDE ON METAL FRAMING
<br />THROUGHOUT FIRE PUMP ROOM WALLS AND CEILING. (1) LAYER 5/8" TYPE
<br />i 0 "X" OTHER SIDE OF WALL FIRE TAPE ALL SURFACES.
<br />(1N HOUR RATED WALLS, ICEILINGN
<br />n (UL FILE V497)
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<br />^' TT� SPRINKLER RISER/FIRE PUMP ROOM
<br />Scale:
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<br />RIGID INSULATION ON
<br />METAL DECKING AT
<br />ROOF.
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<br />5/8" TYPE "X" GWB
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<br />ON 2 1/2" STEEL
<br />STUDS AT 24' O.C.
<br />BETWEEN JOIST
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<br />DEFLECTION TRACK PER
<br />STRUCTURAL DRAWINGS.
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<br />DEFLECTION REQUIRED PER
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<br />STUDS ONLY (NOT
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<br />SIDE OF ELECTRICAL AND
<br />FIRE PUMP ROOM. SEE 16
<br />& 18/A2.4 FOR
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<br />GWB NOTES
<br />AT ROOMS BELOW.
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<br />Scale: 3"=1'-0"
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<br />DEFLECTION TRACK PER
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<br />FULL HEIGHT WALL W/ 5/8"
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<br />TYPE "X" GWB ON OUTER
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<br />sheet
<br />SIDE OF ELECTRICAL AND
<br />FIRE
<br />PUMP ROOM. SEE 16
<br />& 18/A2.4 FOR GWB NOTES
<br />AT ROOMS BELOW.
<br />Q
<br />TOP OF WALL AT METAL
<br />DECK
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<br />A 2.4
<br />Scale: 3"=1'-0"
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