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COX LANE INDUSTRIAL PARK
SCALE: is"= 1 '-0"
LONG ISLAND MU5I
)5H DOOM, I NC,
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EXISTING EGRESS ECTION EXISTING EGRESS cJ~
DOOR TO REMAIN A DOOR TO REMAIN
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EX15TING I EXISTING 12'-C" x 2'-O" EXISTING 12'-O" x 12'-C"
OVERHEAD OVERHEAD GARAGE DOOR OVERIEAD GARAGE DOOR Q
TO REMAIN TO REMAIN TO REMAIN
- 291.6" Zgi_Gi z
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WAREHOU5E5F :HOUSE SPACE
A5 EXISTIN(; TO RI MftN~ TO REMAIN
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EXISTING DIVIDING O
WALL TO REMAIN - n/
G' METAL STUD FRAME W
Z" DRYWALL EACH SIDE N ~
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NEW Z' DRYWALL ADDED z N N
TO EXISTING WALL ON
UNIT #22 THIS SIDE UNIT #2 ~ON UNIT #23 UNIT #24 O z Z
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PLATFORM
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WALLS ffK" 2868 WALLS FRAMED Ur TO UNDERSIDE ~W(~
OF FX15TING OF EXISTING STEEL ROOESTRUCUFE WAREHOUSE SPACE V1
2%-6" -26-6" AS EXISTING TO REMAIN Q ~
CL/ b
WALL LEGEND Q T LL LEGEND:
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EXISTIN EXISTING WALL TO REMAIN U
* EXISTING STRUCTURE, INCLUDING
NEW c( NEW CONSTRUCTION: O UI
ALL EXTERIOR WALLS, DIVIDING WALLS, SEPAR/ SEPARATING WALL- z
INTFRInR PARTITInNIS C:FII INC, & Rnnr 6" MET, G' METAL STUDS FRAMED @ n _
INCw urrlcE wITH -r C;r WITHIN N 6 zs U.G. W1 Nsuw UN < LAYER H-
CONSTRUCTION, FIRE SEPARATION o EXISTING WAREHOU WAREHOUSE z' DRw DRYWALL ON EACH SIDE. (s)
EGRESS LOCATIONS TO REMAIN INTERIC INTERIOR PARTITION - 0
3 B'ME 3 B' METAL STUD FRAME w/
rvOR¢oN-AL z" GYPS GYPSUM BOARD ON EACH SIDE; O z
V!RTCeL USE MC ON MR USE MOISTURE RESISTANT BOARD ON INTERIOR SIDE OF BATHROOM
PRIVATE OFFICE SPACE 5'-p IL CLASSIFICATION
558 5Q.~'}l 1. ACCE55151LITYSHOWN COMPLY OCCUPANCY(
KorneR w/TME ICC ANC, Al 17. 1-2003, Kas9 "RA CHAFFER 6 ADA CLEARANCE LIGHT INDUSTRIAL
REGULATIONS. UNITS 23 $ 24 - 3 IT INDUSTRIAL ZONING
REST~.OOM -5 23 $ 24 - 3450 SO, ff. TOTAL AREA
NEW uNSFJf: OUTLINE INDICATES MINIMUM WAREHOUSE; ` (HOUSE; 2G405,f, @ occp, 500 = 5.2ppl
m coNSrRUCr[U io CLEARANCE REQUIREMENTS BUSINE55: F DA COMPLIANCE INF55: 5555,f. @ occp 100 = 5.5pp1
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OFFICE FLOOR SPACE R SPACE % FORCER"
BUILT UP 32" ABOVE EXISTING SLAB ABOVE 3'-0• N • K-2035-I O 3 U
3068 z~
UP EMERGENCY ALARM-
F BUSINESS STORAGE 50TH VISIBLE t AUDIBLE
NO OCCUPANCY
EXISTING ENTRY a Lu z
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EXISTING WINDOWS V-9 ExIT EuIT
EXISTING EYISTING
3068 3068
DC DOOR TO dAVE SELF U
cnON CL CLOSING HINGES
A eSF S PANIC HARDWARE Q O ~
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FLOOR PLAN
PAGE:
SCALE: q" = I'-0"
2
LONG ISLAND MU. ?IUSHROOM, INC.
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GENERAL NOTES:
• The information on this set of construction construction documents is to relate basic design F
intent and framing detatls. They are intended as re intended as a construction aid, not as a p
substitute for generally accepted good building the Bulldmg Code for New York State, The gene good budding practice and are in compliance with
providing standard construction details and proc tate. The general contractor is responsible for z et;05 and procedures to ensure a professionally
finished, structurally sound and weatherproof con atherproof completed product. O
• General contractor to coordmate all subconl late all subcontractors, scheduling of work and U
interaction between trades, LU
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• The contractor is responsible for ensuring tl for ensuring that all work and construction meets II
or exceeds current federal, state and local code and local codes, ordmancee and regulations, etc.
These codes are to be considered as part of the d as part of the specifications for this budding plan. _
• If in the course of construction, a condition n, a condition exists which disagrees with that as
Indicated on these drawings, the contractor shal ;ontractor shall stop work and notify the engineer U
immediately. Should he fall to follow this procedu w this procedure and continue work, p In
he shall assume all responslbtllty and habtllty arlsln rd habdity arising therefrom,
• Dimensions take precedent over scale - DO f per scale - DO NOT SCALE DRAWINGS.
BASIC PLUMBING y HVACI
• Handicap accessible bathroom fixtures, clear fixtures, clearances 4 specifications to comply
with the ICC/ANSI A I 17, I , 2003 standards, standai
• Reconfigure duct work as repwred; balance i fired; balance all heating and cooling to regulate even U
temperatures throughout floor areas, Relocate t. as, Relocate thermostats if required, z
BASIC ELECTRIC: d 0 n 0
EXISTING ROOF, WALLS # Disconnect and remove all abandoned electrl 7i
STEEL FRAME STRUCTURE TO remaining devices * covers with new to match exr. ndoned electrical devices 1 equipment; replace all d _ w to match existing. Provide all required D~f n N
REMAIN EMERGENCY LIGHTING and battery backed EXIT sI backed EXIT signs as required by code.
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NEW G" ME _ NEW 0' METAL 5TUD5 FRAMED Q NAILING 5CHrDULE
IG"O.C.w 10 O.C. w/ INSULATION S I LAYER
2" X 4" 5TEEL FRAME n DRYWAL DRYWALL ON EACH SIDE 2001 555C HIGH WIND EDITION WOOD FRAME CONSTRUCTION N CONSTRUCTION MANUAL
STUDS AGAINST EXISTING - -N- CbNCRETE WALL; INSULATION JOINT DESCRIPTION
DRYWALL TO FINISH 510E. 3- 2" X 8" NAIL QUALITY NAIL SPACING
_ 3- 2" X 8" HEADER w/ DOUBLE PLATE RUNNING ACRO55 WALL RIOOF FRAMING
50" OUT AROUND FJ(ISYING ELATE RUN EXISTING FACA WINDOW 4 DDOR OPENING5 NEW OFFICE AREA EXISTING WAREHOUSE WAFTER TO TOP PLATE TOE NAILED E NAILED B'-O" WALL: 3-8d PER RAFTER
?DE w/ ~ ENTRY DOOR Y WINDOWS °o TO REMAIN CEILING J015T TO TOP PLATE TOE NAILED I0'-0" WALL: 4-64 PER RAFTER W
TO REMAIN E NAILED 6'-0" WALL: 3-6d PER J05 O
CIEILING J015T TO PARALLEL RAFTER FACE NAILED 10'-O"WALL: 4-64 PER JOIST CL/ =
ENTRY q' PLYWOOD SU51FLOOR CIEILING JOIST LAP5 OVER PARTITION5 FACE NAILED SE NAILED BEE TABLE 3.7 EACH LAP < W :E NAILED 5EE1A13LE 3.7 EACH LAP
GOI.LAR TIE TO RAFTER FACE NAILED 7E Ni SEE TABLE 3.4 PER TIE W IL/
2" X I O" JOISTS @ 10- O.C. BLLOCKINC- TO RAF TER TOE NAILED E NAILED 2-ed FACH END
2" X G" STUD 3-211X I D GIRDERS RIIM BOARD TO RAFTER END NAILED NAILED 2.1 6d EACH END
FRAME KNEE WALL ON G" E05T5 (TYP.) LL Q D
ALL FRAMING TOP PLATE TO TOP PLATE FACE NAILED
:E NAILED 2-16d' PER FOOT O Z
' NEW OFFICE AREA CON5TRUCTED EXISTING G EXISTING G" POURED CONCRETE Ur rLA L5A N1ER5ECTON5 FACE NAILED :E NAILED 4-I4;d JOINTS - EACH SIDE L-)
HI IGHER TH EN EXI5TING 5IA5 FOR 51A5 W/ W T-SLAB W/W.W.M. GX G/10X10 STUD T05TUD FACE NAILED :E NAILED 2-IGd 24.0/C IU
AESTHETIC PURPQ5E5 ONLY GAUGE WIF GAUGE WIRETO REMAIN THRU-OUT HEADER TO HEADER FACE NAILED TOP OR BOTTOM RATE TO STUD END NAILED :r NAILED I Gd I G" O/C ALONG EDGE5 V ] NAILED 2-141 PER 2X4 5TU0 O
3-16d PER 2XG STUD D-
4-1 Gd PER 2X8 STUD O z
BOTTOM PLATE TO FLOOR JOIST,
SECTION "All BANDJOIST, END J015T, OR BLOCKING FACE NAILED :E NAILED 2-IGd PER FOOT
FLOOR FRAMING
SCALE: h" = I'-O" J015T TO SILL, TOP PLATE, OR GIRDER TOE NAILED [NAILED 4-3d PER J015T
BRIDGING TO J015T TOE NAILED '.NAILED 2-ed EACH END
BLOCKING TO J0151 TOE NAILED _WAKED 2-8d EACH END
BLOCKING TO 51LL OR TOP PLATE TOE NAILED `NAILED 3-IGd EACH BLOCK
LEDGER STRIP TO BEAM FACE NAILED JOIST ON LEDGER TO BEAM TOE NAILED Z NAILED 3-1 Gd EACH J015T
BAND JOIST TO JOIST END NAILED `NAILED 3-8d PER J015T 1 NAILED 3-IGd PER J015T
BAWD JOIST TO SILL OR TOP PLATE TOE NAILED E NAILED 2-1 Gd PER FOOT
ROOF SHEATHING
STRUCTURAL PANELS U
4' PERIMETER EDGE 20NE - I 001C - G" AT PANEL ED2E5 z r
ad AND AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD rr nn~ u p INTERIOR 20NE - 10 O/C - G" AT PANEL EDGE5 AND 12• AT
V d INTERMEDIATE SUPPORTS IN THE PANEL FIELD IY 1it
FOR ROOF SHEATHING WITHIN 4'-0' OF THE PERIMETER EDGE OF UMEER EDGE OF THE NOW. INCLUDING 4'-0" ON EACH 51DE Or THE ROOF PEAK, THE 4'-0" PERIMETER W Z u
EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. .L BE USED. J m
CEILING SHEATHING GYPSUM WALLBOARD Sd COOLERS 7" EDGE/ 10" FIELD \ z y
WALL SHEATHING (J O }
STRUCTURAL PANELS ad 4'EDGE ZONE -IG"O/C-G" AT PANEL EDGES AND I2"AT U z
INTERMEDIATE SUPPORTS IN THE PANEL FIELD
ad INI ERIOR ZONE-IG"O/C-G" AT PANEL EDGE5 AND 12"AT z rzr^^ s
FIBERBOARD PANELS 7/10 INTERMEDIATE SUPPORTS IN THE PANEL FIELD G• Gd 3" EDGE/ G" FIELD ~T~ U I tq
25/32" 32" 8d 3" EDGE/ G" FIELD W
GYPSUM WALLBOARD Sd COOLERS 7" EDGE / 10' FIELD
ad 4' EDGE 20NE - I G" O/C - G" AT PANEL EDCES AND 12" AT
HARDBOARD INTERMEDIATE SUPPORTS IN THE PANEL FIELD
ad INTERIOR ZONE - 10 O/C - G" AT PANEL EDGE5 AND 12" AT
INTERMEDIATE SUPPORTS IN THE PANEL FIELD
FLOOR SHEATHING
5TRUC'1 URAL PANELS- I"OR LESS ad G'EDGE/ 12"FIELD PAGE:
Nailing reO irem&Ms am baeed on wall sheathing nallGd G inches O h,Cjhe Sh., C8P8GtIGe, ndl m9 reO~plremGnke fOr SkruGkufal .Gmbere E 1 Waled 6 inches O.C. at the panel edge. If wall sheathmy ,G Waded 3 inches O.C. st the panel edge to obtain
load path. :,uAt,M member6 Bhall be dOUb Gd, OY alternLte 0Om0ltor6, Guth a5 Sheaf platee. Gha11 be u.Od t0 malntam the
When wall sheathng le continuous over connected members, the to ld members, the tabulated number of nails shall be permitted to be reduced to -I Gel nail per fmt. 3
Corroelon reslstarR I I ',a roofin nas and I G a G eta Ge are G a e eta es are erm,tted, check IBC fcr additional re mrementG.