2011-016 elat, TOWN OF QUEENSBURY
too742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development- Building &Codes (518) 761-8256
CERTIFICATE OF OCCUPANCY
Permit Number. P20110016 Date Issued: Thursday, March 10, 2011
This is to certify that work requested to be done as shown by Permit Number P20110016
has been completed.
Location: 1444 STATE ROUTE 9
Tax Map Number: 523400-288-012-0001-022-000-0000
Owner. ADIRONDACK FACTORY OUTLET CENTER, I
Applicant ADIRONDACK FACTORY OUTLET CENTER, INC.
This structure may be occupied as a:
Commercial Alteration By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Occupancy DOES NOT relieve the (-- e„P ,(//,'5t-
property owner of the responsibility for compliance with Site Plan,
Variance,or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement
Planning Board or Zoning Board of Appeals.
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development- Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20110016 Application Number: A20110016
Tax Map No: 523400-288-012-0001-022-000-0000
Permission is hereby granted to: ADIRONDACK FACTORY OUTLET CENTER, IN
For property located at: 1444 STATE ROUTE 9
in the Town of Queensbury,to construct or place
at the above location in accordance with application together with plot plans and other information hereto filed
and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning
Ordinance. Type of Construction Value
Owner Address: ADIRONDACK FACTORY OUTLE Commercial Alteration $5,000.00
1444 STATE ROUTE 9
Total Value $5,000.00
LAKE GEORGE,NY 12845
Contractor or Builders Name/Address Electrical Inspection Agency
Plans &Specifications
2011-016
EASY SPIRIT- addition of wall
$75.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Friday,January 27, 2012
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury before the expiration date.)
f• � .T � ,i
Dated at the Town of( u ep-rry;7 �T u dad January 27, 2011
SIGNED BY for the Town ofeens
Qu bury.
Director of Building&Code Enforcement
•
2(14 f2 , k2ZICE
USE ONLY/TAX MAP NO. 1 ' PERMIT NO. /1- 01(0
FEES: PERMIT
' J RECREATION ENGINEERING
(If applicable)
PRINCIPAL STRUCTURE:
APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT
A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO
REVIEW BEFORE ISSUANCE� OF A VALID PERMIT FOR CONSTRUCTION.
APPLICANT/BUILDER: Att n f
(/� ai fizak OWNER: �,ttr7
CI /
ADDRESS: l Thy $J$J x & k / 9 , 46-, ny ADDRESS: /3/ E-pti_ ,.may ,L G---
PHONE NOS. 5 )t - 793 -)/(p/
PHONE NOS. 796 -711502 ,
1OEzs73-
CONTACT PERSON FOR BUILDING & CODES COMPLIANCE: % Mad /�ALA-Ai/ 0-705,-,L
LOCATION OF PROPERTY: /yyy SJ & dl-- C/ / 6- h
HAS THERE BEEN A SITE PLAN REVIEW; VARIANCE OR SUBDIVISION APPROVAL? 0 YES El NO (n /rc')
IF SO, INDICATE APPLICATION NO. AND DATE OF APPROVAL:
--- ---- ------ -? - - - - - --
PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW:
CHECK ALL THAT Z --
APPLY TO YOUR Z ❑ 1-
PROJECT 0 < 0 O d 0 w co
w
rX
❑ w -Jw U_ LI- w Q az =
W ❑ -J , = CS V
z < Q :- (n cVo ~Ou_ I-F_ — a. 2Z
SINGLE FAMILY
TWO-FAMILY
MULTI-FAMILY
(NO. of UNITS )
TOWNHOUSE
BUSINESS OFFICE p�
RETAIL- —_-- Ordeidtt os L1( .
16
MERCANTILE / 3 JO 3d.i 0
I
FACTORY OR
INDUSTRIAL
ATTACHED
GARAGE(1,2,3)
OTHER
IF COMMERCIAL OR INDUSTRIAL- NAME OF BUSINESS: PtS/ it i-I E-Ave aloe-64.A ,.,L J
ESTIMATED CONSTRUCTION COST: %5', (-)00 FUEL TYPE: J as
HEAT TYPE: J a ( *HOW MANY FIREPLACE(S): AND/ OR WOODSTOVES(S): —
ZONING CATEGORY: f/L ARE THERE WETLANDS ON THIS SITE?
IS THIS A HISTORIC SITE? jl
PROPOSED USE OF BUILDING OR ADDITION: Yt j
`Please complete a separate Application for"Fuel Burning Appliances& Chimneys'available in our office
Town of Queensbury • Conrrrtunitj1 Development Office • 742 Bath Road, Queenshurl/, NY 12804
B 3-LGL 1 1-05
ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN?
ARE THERE EASEMENTS ON PROPERTY?
I acknowledge no construction activities shall be commenced prior to issuance of a valid
permit. I certify that the application, plans, and supporting materials are a true and
complete statement/description of the work proposed, that all work will be performed in
accordance with the NY State Building Codes, local building laws and ordinances, and in
conformance with local zoning regulations. I acknowledge that prior to occupying the
facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand
that I/we are required to provide an as-built survey by a licensed land surveyor of all newly
constructed facilities prior to issuance of a certificate of occupancy.
I have read and a ee to the above.
Signed a,,wLo!/G,��',', .
Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction
codes or septic systems)
Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process,
application requirements or to schedule an appointment)
Permission is hereby granted to the above This application / proposed action described
Applicant to erect or alter the building herein is found to be in accordance with the
described herein in accordance with said zoning Laws of the Town of Queensbury.
Application: 1
//
Al )111 '1_
1 •I. G & COD IP- A •� l'O AL ZONING APPROVAL
� N
D`TE DATE
QUESTIONS ? CALL 761-8256 OR EMAIL
codesna.queensbury.net
Office Use Only
VISIT OUR WEBSITE FOR MORE INFORMATION
Operating Permit Issued: Yes No www.queensbury.net
Occupancy Type: rk Construction Classification:
Assembly Occupancy Limit: Special Conditions:
Town of Queensbury • Community Development Office • 742 Bail Road, Queensbury, NY 72804
z/e/ 2:0?7
Inspection Form j.
Town of Queensbury Fire Marshal cDPeriodic Inspection Date: 0-1/4//2,0"/
742 Bay Road,Queensbury NY 12804 o Reinspection
518 761 8206/518 761 8205 CO Inspection Permit#: 7.-�J7 a g
AFre Marshals Representative
MJ Palmer Business Name: `l ,�
Location: /4
_ GK Stillman Contact: !�a J L 1. N tt
Type of Inspection N/A Yes No
EXITS: NOTES
Exit Access FC 1014
Exit Enclosure FC 1020
Exit Discharge FC 1024
CJ-1C�.1Cn"'r�- bod4,
Sign Normal FC 1011 G t_At�,
Sign backup FC 1011.5.3 O� R A S cr oce ^- P 1 o fr2
AISLES:
Main Aisle Width FC 1024/1025
Secondary Aisle Width FC 1025
FIRE EXTINGUISHER:
Hung FC 906
Insp of extinguisher FC 906
EVAC SIGNS IN Rooms FC 404.6
_92..
TRUSS ID SIGNAGE FC 505.3 ��
EMERGENCY LIGHTING: bC1---
Interior FC 1006 /
Exterior FC 1006
Clearance to Electrical FC 605.3
Compressed Gas FC 3003
Knox Box FC 506
F.D.Signage- FC 510
No Smoking Signs FC 310.3
_ Storage FC 315
Electric Wiring Enclosed/Labeled FC 605.3.1 OI
Vehicle Impact Protection FC 312.1
Interior Finishes FC 803-804 `J
Smoke Detectors FC 907
CO detectors FC 610
Clearance to Spr./Ceiling FC 315.2.1
18"/24"
Exterior Storage FC 315.3
Operating Permit
Vacant Buildings FC 311
REINSPECTION DUE APPROXIMATELY
21 DAYS
SYSTEMS: FC 901 Insp OK NC DATE: OK NC
Date
Generator Annual DATE: OK NC
Hood Installation
Elevator Semi Annual _
FIRE ALARM Annual DATE: OK NC
HVAC Shutdown
Sprinkler System Annual _
Sprinkler FDC ___ "-'
Kitchen Suppression Semi Annual i 5 efi
Fuel Island Suppression Semi Annual 1P1 o !
Hood Cleaning 3-6 _
14P' ' L .t
I ?{it f irshE
Commercial Final Inspection Report
Office No.: (518)761-8256 Date Inspection u: = r;f1 = •:
Queensbury Building&Code Enforcement Arrive: ta , ;y" / Depart:
742 Bay Road, Queensbury, NY 12804 Inspector's
NAME: .h�l RtT PE' l 1 — 01 tQ
LOCATION: W‘Q�w� *C F AD--i Dv` E-1—DA � 7_ — — I I
COMMENTS:
Y N NA
Chimney/`B'Vent/Direct Vent Location
Plumbing Vent Through Roof 6"/Roof Complete •
Exterior Finish/Grade Complete 6"in 10'or Equivalent
interior/Exterior Guardrails 42 in.Platform/Decks
Interior/Exterior Ballisters 4 in.Spacing Platform/Decks
Stair Handrail 34 in.—38 in./Step Risers 7"/Treads 11"
Vestibules For Exit doors>3000 sq ft.
All Doors 36 In.wlLever Handles/Panic Hardware,if required
Exits At Grade Or Platform 36(w)x 44'(!)/Canopy or Equhr.
Gas Valve Shut-off Exposed&Regulator(181 Above Grade
Floor Bathroom Watertight l Other Floors Okay
Relief Valve,Heat Trap 1 Water Temp.110 Degrees Maximum
Boiler/Furnace Enclosure 1 hr.or Fire Extinguishing System
Fresh Air Supply for Occupancy/Ventilation Combustion
Low Water Shut Off For Boilers
Gas Furnace Shut Off Within 30 ft.or Within Line Of Site
Oil Furnace Shut Off at Entrance to Furnace Area
Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 %doors
> 10% 1000-sq.ft - -%Hour Corridor Doors&Closers
Firewatis/Fire Separation,2 Hour,3 Hour Complete/Fire
Dampers/Fire Doors
Ceiling Fire Stopping,3,000 sq.IL Wood Frame
Attic Access 30'x 20'x 30"(h)LCrawi Space Access 18'x 24'
Smoke Vents Or Fan, if required
Elevator Operation and Signage/Shaft Sealed
Handicapped Bathroom Grab Bars I Sinks I Toilets
Handicapped Bath/Parking Lot Signage
Public Toilet Room Handicapped Accessible
Handicapped Service Counters,34 in.,Checkout 36"
Handicapped Ramp 1 Handrails Continuous/12 In.Beyond[Both
sides)
Active Listening System and Signage Assembly Space
Final Electrical/Flex Gas Piping Bonded
Site Plan/Variance required
Final Survey, New Structure/Flood Plain certification,if req.
As-built Septic System Layout Required or On File
Building Number or Tenant Address on Building or Driveway 4'
Water Fountain or Cooler
Building Access All Sides by 20'I Driveable Surfer 20'wide
Okay To Issue Temp.or Permanent Cl0
Okay To Issue CIC
L:\Building&Codes FormssBuilding&Codes Inspection FonnslCommercial Final Inspection Report.doc Revised January 7,2008
ropl.(5 ke lie r2 — Tesey/ -34W- i
Inspection for Permit to Ocpy
Fire Marshal's Office Request Rec'd Permit No. //-*O/(,
Town of Queensbury
742 Bay Road 2L--g ..,
Queensbury,NY 12804 Scheduled inspection Date:
/3/ I I Time: _
Phone: (518)761-8206 Business Name: ficcs,./ S r-..+
Fax: (518)745-4437 Location: )t _Sle go,jfe ,
Type of inspection N/A Yes No
EXITS:
Exit Access I/ COMMENTS
Exit Enclosure 1/'
Exit Discharge _i/ ,
•
AISLES: P-41)1.-ae-e.._ /Pt ail-1n 77/45
Main Aisle Width V) I)
Secondary Aisle Width
EXIT SIGNAGE
,- SeZe426 al 5frAre,/240iti
Sign-normal it ✓ j ,a cer j
Sign-battery
EVAC signs in rooms Y
TRUSS ID SIGNAGE i/' 3) Zr4E ) t `j
i nts-
EMERGENCY LIGHTING
disCi �5��r- 2 u 1/i� he•a
FIRE EXTINGUISHER: ))
Inspection of extinguisher -0 43.1-1'L-( 5
-karacr5111/e
FIRE ALARM SYSTEM
Fan Shutdown , 7 )1)(de-- fie,�' IPtc1l�►�
Fire Sprinkler System (FDC) _
Fire Suppression-kitchen 1/. -;,.14/
Fire Suppression-Gas Islan ✓
Generator ✓,,
Hood Installation
Elevator Y ��
Interior Finishes 1/ A/PP/ V411/6) 5-1Paif7
Storage ✓� ��
Compressed Gas 1/'
Clearance to Sprinklers Y
Clearance to Electrical i/-
Electric Wiring Enclosed/Labeledi/
Combustible Waste Vw
Vehicle Impact Protection
Knox Box 9/
F.D.Signage-Utility Rooms �
No Smoking Signs
Maximum Occupancy Sign 1/
Emergency Evacuation Plan
O pproved (If no other approvals apply,the B&C Office wilt issue the Certificate of Occupancy)
Denied / call for Recheck ,,."
Inspecte. By: .1;;;AdiSrArr
r
L:\FireMarshal\FM Forms Masters\permitto occupyform.doc
Occfer- kc//er 2 '
J Com rcial Final Ins
pectlo,• -eport ,
Office No.: (518)761-8256 Date Ins2ection requ,= 70000'-''''-r-
Queensbury
Building&Code Enforcement Arrive: =c a %�� -4 :Part elf a pm
742 Bay Road, Queensbury, NY 12804 Inspector's Initials:---_-7-i (--
NAME:
NAME: t� SjOir-j.,t, PEf#: ji-- 0 /6 ,LOCATION: c DA : —
COMMENTS: ..
Y r Ni NA
Chimney/"B"Vent/Direct Vent Location
Plumbing Vent Through Roof 6°/Roof Complete
Exterior Finish!Grade Complete 6°in 10'or Equivalent ��
Interior I Exterior Guardrails 42 in.Platform I Decks '�T � \ b kik jc;
Interior l Exterior Banisters 4 in.Spacing Platform/Decks \&?-..Nt
Stair Handrail 34 in.-38 in./Step Risers 7"1 Treads 11" '` a ` �.o
Vestibules For Exit doors>3000 sq.ft. f' SIR 'SQ C kT°\
All Doors 38 in.wlLovQr Handles/Panic Hardware,if required > L cz t•N‘Na2t-
Exits At Grade Or Platform 36(w)x 44'(0/Canopy or Equiv. ��•T tfi� ��
Gas Valve Shut-off Exposed&Regulator(18")Above Grade AZ—__
Floor Bathroom Watertight/Other Floors Okay
Relief Valve,Heat Trap 1 Water Temp.110 Degrees Maximum — ' ‘ NAtkvim*.:5 l i 3
Boiler!Furnace Enclosure 1 hr.or Fire Extinguishing System ,
Fresh Air Supply for Occupancy/Ventilation Combustion
Low Water Shut Off For Boilers
Gas Furnace Shut Off Within 30 ft or Within Line Of Site -< "S-7 \
Oil Furnace Shut Off at Entrance to Furnace Area
Stockroom/Storage/Receiving/ShippingRoom 1 IA doors �
(2hr.), '�
> 10%>1000 sq.ft.
'/.Hour Corridor Doors&Closers ���S?
yJ \
Firewalls/Fire Separation,2 Hour, 3 Hour Complete I Fire 1110P./ ��
Dampers/Fire Doors
Ceiling Fire Stopping,3,000 sg.ft.Wood Frame _
Attic Access 30'x 20'x 30"(h),Crawl Space Access 18'x 24'
Smoke Vents Or Fan,if required
Elevator Operation and Signage/Shaft Sealed
Handicapped Bathroom Grab Bars!Sinks/Toilets ,M -.), / i /
Handicapped Bath/Parking Lot Signage
Public Toilet Room Handicapped Accessible
Handicapped Service Counters,34 in.,Checkout 36"
Handicapped Ramp/Handrails Continuous/12 In.Beyond[Both
sides]
Active Listening System and Signage Assembly Space
Final Electrical/Flex Gas Piping Bonded
Site Plan!Variance required
Final Survey, New Structure/Flood Plain certification,if req. ,
As-built Septic System Layout Required or On File
Building Number or Tenant Address on Building or Driveway 4'
Water Fountain or Cooler I _
Building Access Ail Sides by 20'/Driveable Surface 20'wide
Okay To Issue Temp.or Permanent CIO
Okay To Issue CIC 1
L:\Building&Codes Forms Building&CodesVnspec ion FvmtssCommercial Final Inspection Report doc Revised January 7.2008
/0—la
Framing / Firestopping Inspection Re• •
Office No. (518?761-8258 Date ins.
Queensbury Building&Code Enforcement Arrive: i` • . 1 •`i: rt:
742 Bay Road, Queensbury, NY 12804 Inspector's - r
NAME: 5-6,7 Sp i'tr' 7- _ ..1 ERMIT#: /1- 0/6
/OWLOCATION. � W s* k INSPECT ON: 2 -` -11
TYPE OF STRUCTURE:
Y -- = COMMENTS:
Framing
r 22" -30'minimumQ.ix..
Jack Studs/Headers
Bracing I Bridging
Joist hangers
Jack Posts I Main Beams
Exterior sheeting nailed properly
12"O.C.
Headroom 6 ft. 8 in.
Stairwells 36 in. or more
Exterior Deck Bracing
Headroom 6 ft. 8 in.
Notches/Holes/Bearing Walls
Metal Strapping for Notches Top Plate
1 'f:(w) 16 gauge(8) 16D nails each side
Draft stopping 1,000 sq.ft. floor trusses
Anchor Bolts 6 ft. or less on center
Ice and water shield 24 inches from wall
Fire separation 1, 2, 3 hour
Fire wall 2, 3,4 hour
Firestopping
Penetration sealed
16 inch insulation in cavity min.
Garage Fire Separation
House side%inch or 5/8 inch Type X
Garage side 5/8 inch Type X
Ceilinglwall
Windows Habitable Space!Bedrooms
24 in. (H)
20 in. (W)
5.7 sf above/below grade
5.0sfg e
L:1Buitding&Codes Forms OLDIBuiiding&Codeslinspection FormslFrerning Firestopping Inspection Reeport.doc Revised January 7,2008
RESPONSIBILITY
EASY SPIRIT OUTLET
ISSUE/ REVISION: DATE: REMARKS:
01/17/10
1.21.11 90% REVIEW TO TENANT
AS SHOWN
SCHEDULE
KJ
PROJECT NO:
O
• •
ADIRONDACK FACTORY MALL
LAKE GEORGE, NY
S O
T R E #6830
FINAL CONSTRUCTION DOCUMENTS
CONTACTS
LIST OF DRAWINGS
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REMARKSas
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DRAWING NAME
DATE & ISSUE DESCRIPTION
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GENERAL
T1
TITLE SHEET
�.
Storefront
SP1
SPECIFICATIONS
SP2
SPECIFICATIONS
CONSTRUC11ON AND FINE CLEANING
•
•
PER LANDLORD REQUIREMENTS
DEMOLITION
N / A
ARCHITECTURAL
CONCRETE SLAB
•
DOORS, FRAMES, & HARDWARE
•
GLAZING
•
D1
DEMOLITION PLAN
STOREFRONT FRAMING
•
Al
CONSTRUCTION/FIXTURE/FINISH PLAN
STOREFRONT SIGNAGE and BLADE SIGN
•
•
LL TO RELOCATE
A2
INTERIOR/EXTERIOR ELEVATIONS
TEMPORARY BARRICADE
•
•
PER LANDLORD'S REQUIREMENTS
A3
REFLECTED CEILING PLAN
Interior
A4
CONSTRUCTION DETAILS & LV -1
e'
DEMISING WALL STUDS AND GWB
•
A5
SECTIONS & DETAILS
DEMOLITION
••
A6
A.D.A. SIGNAGE DETAILS
CARPENTRY, ROUGH AND FINISH
•
•
GWB, METAL STUDS, ETC.
•
•
CONCRETE SLAB AND VAPOR BARRIER
DOORS, FRAMES, & HARDWARE
•
•
•
•
•
•
•
REFER TO PLAN
SALES AREA GYP BD CEILING
AT STOREFRONT
PAINTING AND PLASTER PREPARATION
STONE TILE FLOORING
•
•
V.C.T AND VINYL BASE
•
PATCH AND REPAIR
FLOOR PREP. (FLASH PATCH AND LEVELING)
•
•
•
•
TENANT LANDLORD DESIGNER
JONES RETAIL CORP. ADIRONDACK FACTORY MALL SPEC'S DESIGN GROUP
1129 WESTCHESTER AVE 1454 STATE RT.9 ELISE M. IRISH
WHITE PLAINS, NEW YORK 10604 LAKE GEORGE, NY 17 HAMPDEN STREET
PROJECT MANAGER: NEIL DORSO PHONE #: (518) 793-3196 SPRINGFIELD, MA 01103
neiLdorso®ninewest.com FAX #: (518) 793-6028 PHONE: 413.490.9550 EXT. 207
PHONE: 914-640-3516 CONTACT: LAURA KOHLS FAX: 413.739.9995
FAX: 914-640-3585
_
FLOOR PROTECTION
FIREPROOFING
•
•
CARPET
•
•
WALK OFF MAT
•
•
-- ——
lNULATIN `MUS'THE
PERIMETER MILLWORK
•
•
RELOCATED FROM EXG. BANNISTER
GC TO RELOCATE EXIST.
BY
1�5MINUTE THERMAL I tl
PERIMETER HARDWARE
•
•
LOOSE FIXTURES & WRAP STAND
..
•
•
KEY PLAN — NO KEY PLAN A V A I L A B L E
ED
NORTH
NEW YORK STATE !AW REQUIRES T�� �;� cf ,�.>�* ~"�� �b�1r�� I`i� ���*_����:
PERSONS ENGAGING IN THE W haIhtion of X Y FiTv AIF r n Df*V44
BUSINESS OF INSTALLING! �r � ,� ��Y to � rOved, b
SERVICING OR MAINTAINING �' pp
SECURITY OR FIRE ALARM SYSTEMS C yarT a�.I'ry ` iiv ',A `ij Fes;
TO BE LICENSED TO PERFORM SUCH ic;,'fit ,:.Zit8�1wV1.
WORK IN NEW YORK STATE
TOWN OF QUEENS"YFIRE MARSHAL TOWN OF QUEENSBURY
Based on our limited exlmination, FIRE MARS L'S OFFICE
compliance with otucomments sh:!i
not be constn�d as Indicating tr,, REVIEWED BY .�._...�_.....,.
plans and specifications are in fuii DATE
compliance with the case. q
COMMENTS � ,)a✓t �0�/�
`Fcr •�� �f �� TMire i, ��r�i, �i
I'vi�'�.ilflGri�1°i, Stjc�rt of Al�i�f'
F=ire wl F •. iS. .� is ., . , - r�r ���.ite18 ��
be
Cueens pry R"
C Ueer� a pry :i PRIM
FIRE EXTINGUISHER
.
TYPICAL OF 2
rr
SALES/STOCK ROOM FIXTURE COUNT
Stockroom
STOCK ROOM CEILING
•
•
•
FIXED SHELVING KRAFT ���H MUS
STOCK SHELVING
•
RELOCATE FROM EXISTING LOCATION
MANAGER'S DESK / SAFE/ FILE CABINET
•
•
•
RELOCATE FROM EXISTING LOCATION
VINYL BASE
TYPE QUANTITY TOTAL UNITS TOTAL QUANTTF FM RED tit�AY.l �1ll'TlRI B
12" D x 4' W x 8' H. 6 90 540
12" D x 4' W x 8' H. 3 0 0
12" D x 3' W. x 8' H. 0 72 0
12" D X 2' W. x 8' H. 0 36 0
VINYL FLOORING
•
•
LIGHT FIXTURES
••
DETEX ALARM
•
•
Lavatory
STOCKROOM UNITS = 2882
SALES FLOOR UNITS = 3152
PLUMBING FIXTURES (HC ACCESSIBLE)
•
WATER & SEWER STUB/PIPING
•
TOTAL UNITS = 5522
WATER HEATER
•
INSTAHEAT
WATER PROOFING
•
TOILET FIXTURES AND ACCESORIES
.
IN Id 1
AREA CALCULATIONS
V.C.T. FLOORING
VINYL BASE
•
F.R.P. PANELS
•
N ALL PA
R ................. .
SALES AREA .... 2556 S.F. WHETHER IN
NON -SALES ......................... 666 S.F. EXTERIOR I
GROSS SQ. FT. ... ........... 3222 S.F.
• • • • TOWN OF Q
BUILDING &
N 0 N -SALES B R E A K D 0 WN : Reviewed By.
STOCKROOM ..................... 590 S . F. Date;
QUEENSBUR
TOILET ROOMS 76 S • F. BUILDING QUEENSBUIR
ILDING DEPARTMEN
• • • • • - • • • • • • • . • - • Based on our limited examination, c
with our comments shall not be Co tl
indicating the plans and spegflcati s
full Y0 rk an 8 with the Building
ork
G . CEILING
•
HVAC
HVAC UNITS
•
ROOF WORK
N / A
N / A
HVAC UNIT CURB AND STRUCTURAL STEEL
VENDORS LIST
HVAC DISTRIBUTION - DUCTWORK, DIFFUSERS, ETC.
•
.
HVAC CONTROLS
•
•
ALL RESPONSIBLE
AFTER CONSBTRUCTIorQiE
AIR BALANCING
•
•
VENDOR /CATEGORY
PLANS NEEDED
CATEGORY
CONTACT
E-MAIL
PHONE #
FAX #
EXHAUST FAN & VENTING
•
•
SMOKE DETECTION
•
•
SMOKE EVACUATION SYSTEM
•
•
ARCHITECTURAL FLOORING
Y
CARPET, TILE, ENTRANCE MAT
LYDIA CORCHADO
lydia®afrny.com
212.290.0200
212.290.2855
FIRE SPRINKLER SHUT-OFF
•
•
w�,p�'
-•�h� p�
f 1;F� yj� R X1AfT�ialr�ilol�
SPRINKLER SYSTEM MODIFICATION
•
•
Electrical
BUILDING C O D E I N F O R M A T I O N
ELECTRICAL CONDUIT TO SPACE
ELECTRICAL PANELS
•
•
•
MODIFY AS REQUIRED
THESE PLANS ARE IN CONFORMANCE WITH THE FOLLOWING CODES:
BUILDING IBC 2000
MECHANICAL IMC 2000
ELECTRICAL NEW YORK UNIFORM ARE PREVENTION AND BUILDING CODE TITLE 9B
PLUMBING IPC 2000
FIRE NEW YORK UNIFORM FIRE PREVENTION AND BUILDING CODE TITLE 9B
ACCESSIBILITY ANSI A117.1-1992 (NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE TITLE 9B)
ENERGY IEC 2000
USE GROUP & OCCUPANCY LOAD
USE GROUP M, MERCANTILE CONSTRUCTION TYPE = TYPE IV UNPROTECTED/NON-COMBUSTIBLE
OCCUPANT LOAD CALCULATIONS:
SALES: - 2556 S.F./30 S.F. PER PERSON = - 86 PERSONS
SERVICE AREA: 666 S.F./300 S.F. PER PERSON = 3 PERSONS
TOTAL: 3222 S.F. = 89 PERSONS
NOTE: ALL L.L. WORK UNDER SEPARATE PERMIT APPLICATION.
NOTE: ALL SIGNS UNDER SEPERATE PERMIT APPLICATION
METER
•
LIGHT FIXTURES
•
•
•
CLEAN AND RELAMP / INSTALL NEW
EMERGENCY LIGHTING
•
•
LAMPS FOR ALL LIGHT FIXTURES
•
•
VOICE, DATA & SECURITY CONDUITS
•
•
TELEPHONE SERVICE HOOKUP
•
•
•
•
EXIT SIGNS
FIRE ALARM
•
•
•
VOICE & DATA WIRING
•
•
EXTEND AS REQ'D
AUDIO SYSTEM
GC TO RELOCATE
SECURITY SYSTEM
•
•
SECURITY PEDESTALS
•
•
N/A
OUTLETS AND SWITCHES
General
CASH REGISTERS
•
•
CONSTRUCTION AND FINE CLEANING
•
•
TRASH REMOVAL & DUMPSTER
•
•
CERTICIATE OF OCCUPANCY
•
•
SERVICE DOOR(S
•
PERMIT
•
•
TRENCHING OR CORE DRILLING
0
•
eas y spi rit
Jones Retail Corporation
1129 WESTCHESTER AVENUE
WHITE PLAINS, NY 10604-3539
CONSULTANT-
SPEC'S
DESIGN
GROUP
LLC
17 Hampden Street
Springfield, MA 01100
(413) 732-9550 Fax (413) 739-9995
PROJECT LOCATION:
EASY SPIRIT OUTLET
ADIRONDACK FACTORY
;E OUTLET CENTER
RiER LAKE GEORGE, NY
SPACE #XXXX
STORE #6830
REO
3E
ERI
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D
olian
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areJes
EASY SPIRIT OUTLET
ISSUE/ REVISION: DATE: REMARKS:
01/17/10
1.21.11 90% REVIEW TO TENANT
AS SHOWN
1.21.11 FINAL ISSUE TO LANDLORD
KJ
PROJECT NO:
O
IIRED
R
RS
OR
SEAL
PROJECT NAME:
EASY SPIRIT OUTLET
DATE:
01/17/10
SCALE:
AS SHOWN
DWG. BY-
KJ
PROJECT NO:
####
APPVD. BY:
SHEET NO.
T-1
SHEET TITLE:
TITLE SHEET
SPECIFICATIONS INDEX
DIVISION 1 - GENERAL REQUIREMENTS
01001
GENERAL CONDITIONS
01010
FORMAT AND CONTENT
01012
STANDARD DEFINI11ONS
01015
OWNER -FURNISHED ITEMS
01017
WORK BY OTHERS
01019
WORK INCLUDED
01020
NATIONAL ACCOUNT ITEMS
01021
PROJECT COORDINA11ON
01045
PATCHING CH G AND REMODELING
01046Q
U ALITY OF WORK
01050
RELOCATING EQUIPMENT
01070
ABBREVIATIONS
01090
REFERENCE STANDARDS
01340
SHOP DRAWINGS,
PRODUCTS AND SAMPLES
DIVISION 5 - METALS
05120
STRUCTURAL STEEL
05400
LOAD BEARING
BE STRAIGHT AND SHARP AND SHALL BE PARALLEL OR PERPENDICULAR TO A
LIGHT GAUGE FRAMING
05500
METAL FABRICATIONS
DIVISION 8 - DOORS AND WINDOWS
08110 STANDARD STEEL
DOORS AND FRAMES
08710 DOOR HARDWARE
08800 GLASS AND GLAZING
DIVISION 9 - FINISHES
09110
METAL STUD WALL SYSTEM
09250
GYPSUM BOARD
09310
PORCELAIN TILE
09510
ACOUSTICAL CEILINGS SYSTEMS
09660
RESILIENT TILE FLOORING
09900
PAINTING
DIVISION 15 MECHANICAL
(ALSO SEE MECHANICAL DRAWINGS)
15320 FIRE PROTECTION SYSTEMS
15440 PLUMBING
15500 HEATING, VENTILATING AND
AIR CONDITIONING
DIVISION 16 ELECTRICAL
(ALSO SEE ELECTRICAL DRAWINGS)
16000 ELECTRICAL
01045 PATCHING AND REMODELING
01440 CONTRACTOR'S QUALITY CONTROL
CUT, PATCH, TIE INTO AND EXTEND THE WORK AS NECESSARY IN ACCORDANCE
01500 TEMPORARY FACILITIES
WITH THIS SECTION WHEN AN UNACCEPTABLE PORTION OF THE WORK IS TO BE
01510 TEMPORARY UTILITIES
REPLACED OR WHEN THE CONTRACT DOCUMENTS REQUIRE THE REMODELING OR
01550 LIMITATIONS ON USE OF SITE
EXPANDING OF EXISTING WORK.
01600 MATERIALS AND WORKMANSHIP
01610 MATERIALS, PRODUCT AND
DO NOT ALTER STRUCTURAL WORK IN A MANNER THAT WOULD RESULT IN A REDUC-
EQUIPMENT QUALITY
11ON OF LOAD -CARRYING CAPACITY. DO NOT ALTER SAFETY RELATED COMPO -
01630 SUBSTITUTIONS
NENTS IN A MANNER THAT WOULD RESULT IN DECREASED SAFETY.
01631 COORDINATION
01640 PRODUCT CLEANING METHODS
PROTECT OTHER WORK DURING PATCHING AND REMODELING. PROVIDE TEMPORARY
01709 TEMPORARY CONTROLS
SUPPORT IF REQUIRED. WHEN PATCHING AND REMODELING INTERFERES WITH THE
01710 FINAL CLEANING
USE OF OCCUPIED SPACES, PERFORM WORK IN A MANNER THAT MINIMIZES INTER -
01730 OPERATION AND MAINTENANCE DATA
FERENCE. PROVIDE NECESSARY TEMPORARY FACILITIES TO MAINTAIN ACCESS,
01740 WARRANTIES AND BONDS
UTILITIES, PROTECTION, SECURITY, CLEANLINESS AND SIMILAR SERVICES
NECESSARY TO MAINTAIN REASONABLE OPERATIONS.
FOR CUTTING, USE METHODS THAT ARE LEAST LIKELY TO DAMAGE WORK TO BE
RETAINED AND THAT WILL GIVE BEST APPEARANCE. CUT USING TOOLS DESIGNED
FOR SAWING AND GRINDING, NOT HAMMERING AND CHOPPING. CUT LINES SHALL
BE STRAIGHT AND SHARP AND SHALL BE PARALLEL OR PERPENDICULAR TO A
RELATED ELEMENT. FOR DENSE MATERIAL USE CUTTING MACHINES SUCH AS
CARBORUNDUM SAWS OR CORE DRILLS TO ENSURE A NEAT LINE. TO AVOID
MARRING EXISTING FINISHED SURFACES TO REMAIN CUT FROM THE EXPOSED OR
FINISHED SIDE 'f0
INTO CONCEALED SURFACES. CUT A DEPTH AND REMOVE
EXISTING MATERIAL SUFFICIENTLY TO ENSURE ADEQUATE CONDITIONS FOR
REQUIRED PATCHING OR REMODELING,
PATCH AND EXTEND USING MATERIALS THAT ARE IDENTICAL TO ADJACENT EXIST-
ING MATERIALS. IF IDENTICAL MATERIALS ARE NOT AVAILABLE OR CANNOT BE
USED, USE MATERIALS THAT MATCH EXISTING ADJACENT SURFACES TO THE
FULLEST EXTENT POSSIBLE WITH REGARD TO VISUAL EFFECT.
DIVISION 1 - GENERAL REQUIREMENTS
01001 GENERAL CONDITIONS
EXCEPT AS INDICATED OTHERWISE, AIA DOCUMENT A201, "GENERAL CONDITIONS
OF THE CONTRACT FOR CONSTRUCTION", FOURTEENTH EDITION 1987, CONSIST—
ING OF TWENTY—FOUR PAGES IS INCORPORATED INTO THE SRCIFICATTONS BY
REFERENCE. COPIES MAY BE PURCHASED FROM THE AMERICAN INSTITUTE OF
ARCHITECTS, 1735 NEW YORK AVENUE N.W., WASHINGTON, DC. 20006
SECTIONS OF DIVISION 1 — GENERAL REQUIREMENTS GOVERN THE EXECUTION OF
ALL SECTIONS OF THE SPECIFICATIONS.
RECORDDOCUMENTS: MAINTAIN A CLEAN UNDAMAGED SET 0F BLUE 0R BLACK
UNE WHITE PRINTS OF CONTRACT DRAWINGS
AND SHOP DRAWINGS. MARK EACH
SET TO SHOW THE ACTUAL INSTALLATION WHERE THE INSTALLATION VARIES
SUBSTANTIALLY FROM THE WORK AS ORIGINALLY SHOWN. MARK WHICHEVER
DRAWING IS MOST CAPABLE OF SHOWING CONDITIONS FULLY AND ACCURATELY;
WHERE SHOP DRAWINGS ARE USED, RECORD A CROSS—REFERENCE AT THE CORRE—
SPONDING LOCATION ON THE CONTRACT DRAWINGS. GIVE PARTICULAR ATTENTION
TO CONCEALED ELEMENTS THAT WOULD BE DIFFICULT TO MEASURE AND RECORD AT
A LATER DATE. MARK EACH SET OF DOCUMENTS "RECORD SET'.
"RECORD SET" DOCUMENTS: DELIVER TO OWNER UPON COMPLETION OF THE WORK,
TWO (2) SEPIA COPIES OF ALL DOCUMENTS INCLUDING BUT NOT LIMITED TO THE
FOLLOWING: DRAWINGS, SPECIFICATIONS, ADDENDA, CHANGE ORDERS, AND OTHER
MODIFICATIONS MADE DURING CONSTRUCTION, AND IN ADDITION, APPROVED SHOP
DRAWINGS, PRODUCT DATA, SAMPLES AND SIMILAR REQUIRED SUBMITTALS.
01010 FORMAT AND CONTENT
THESE SPECIFICATIONS ARE WRITTEN IN IMPERATIVE LANGUAGE AND STREAM—
LINED FORM AND MAY INCLUDE INCOMPLETE SENTENCES. THE IMPERATIVE
LANGUAGE IS DIRECTED TO THE CONTRACTOR, UNLESS SPECIFICALLY OTHERWISE
INDICATED. THE WORDS "SHALL BE" SHALL BE INCLUDED IN INFERENCE
WHERE A COLON C) IS USED WITHIN A SENTENCE OR PHRASE. OMITTED WORDS
OR PHRASES SHA L BE SUPPLIED BY INFERENCE IN THE SAME MANNER AS THEY
ARE WHEN A NOTE" OCCURS ON THE DRAWINGS.
THE DRAWINGS ARE SCHEMATIC IN NATURE AND THE CONTRACTOR SHALL NOT RELY
UPON SCALING DRAWINGS TO DETERMINE CRITICAL DISTANCES.
WHERE CONTRACT DOCUMENTS (DRAWINGS AND SPECIFICATIONS) ARE INCOMPLETE,
AMBIGUOUS OR CONTAIN CONFLICTING INSTRUCTIONS DO NOT PROCEED UNTIL
RECEIVING CLARIFICATION FROM THE ARCHITECT IN WRITING OR THE OWNER.
01012 STANDARD DEFINITIONS
INCLUDING; "INCLUDING AS A MAXIMUM CONDITION BUT NOT LIMITED TO" AND IS
USED TO SPELL OUT THE REQUIREMENTS A PRODUCT SHALL MEET BUT SHALL
NOT BE INTERPRETED TO MEAN THE ALLOWANCES OF "EQUAL" PRODUCTS OR
ANY OTHER RELAXATION OF SPECIFICATIONS.
NIC: "NOT IN CONTRACT" AND REFERS TO ITEMS THAT WILL BE INSTALLED BY
OTHERS AND/OR AT A LATER DATE, BUT COORDINATION IS REQUIRED BY THIS
CONTRACTOR, THE COST OF WHICH WILL BE INCLUDED IN BID.
PROVIDE: TO FURNISH AND INSTALL ALL MATERIALS NECESSARY TO COMPETE
WORK IN ACCORDANCE WITH ACCEPTED CONSTRUCTION STANDARDS AND
MANUFACTURER'S RECOMMENDATIONS.
UON: "UNLESS OTHERWISE NOTED IN CONTRACT DOCUMENTS"
01015 OWNER—FURNISHED ITEMS
CERTAIN CONSTRUCTION AND EQUIPMENT ITEMS INDICATED IN THE DRAWINGS AND
SPECIFICATIONS MAY BE FURNISHED BY THE OWNER. SUCH ITEMS ARE DESIG—
NATED ON THE DRAWINGS IN THE "EQUIPMENT SCHEDULE" OR ELSEWHERE AS
SUPPLIED BY OWNER OR VENDOR.
UNLESS SPECIFICALLY OTHERWISE INDICATED, OWNER WILL DELIVER SUCH ITEMS
TO THE CONTRACTOR WHO SHALL BE RESPONSIBLE FOR RECEIVING, UNLOADING,
INVENTORYING, WAREHOUSING, PROTECTING, INSURING, ASSEMBLING AND IN—
STALLING THEM IN THE SAME MANNER AS IF PURCHASED DIRECTLY BY THE
CONTRACTOR.
01017 WORK BY OTHERS
CERTAIN ITEMS INDICATED IN THE DRAWINGS AND SPECIFICATIONS MAY BE
FURNISHED AND INSTALLED BY ENTITIES OTHER THAN THE CONTRACTOR AND ARE
EXCLUDED FROM THE CONTRACT TO BUILD. SUCH ITEMS IF ANY) ARE INDICAT—
ED IN "EQUIPMENT SCHEDULE" OR ELSEWHERE ON THE DRAWINGS. CONTRACTOR
;SHALL INDICATE SEPARATE INSTALLATION COST FOR ITEMS DfSIGNATp IN
EQUIPMENT SCHEDULE" TO BE FURNISHED BY "OWNER OR OTHERS .
01019 WORK INCLUDED
EXCEPT AS INDICATED IN SECTIONS 01015 AND 01017 AND EXCEPT AS OTHER—
WISE INDICATED, ALL WORK INDICATED BY THE DRAWINGS AND SPECIFICATIONS
SHALL BE PROVIDED BY THE CONTRACTOR AND INCLUDED IN THE CONTRACT TO
BUILD.
01020 NATIONAL ACCOUNT ITEMS
CERTAIN ITEMS INDICATED IN THE DRAWINGS AND SPECIFICATIONS ARE DESIG—
NATED "NATIONAL ACCOUNT" ITEMS. THE OWNER HAS SELECTED THE SUPPLIER
AND PRE—NEGOTIATED THE CONTRACTOR'S PURCHASED PRICE FOR SUCH ITEMS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OTHER ACTIVITIES NECESSARY
TO PROVIDE THE ITEMS INCLUDING ORDERING AND PURCHASING. THE CONTRAC—
TOR SHALL CONTACT THE NATIONAL ACCOUNT SUPPLIER TO VERIFY THE CURRENT
PRICE AND THE COND11IONS OF SALE (E.G. RESPONSIBILITY FOR SUCH ACTIV—
ITIES AS PREPARING AND APPROVING HOP DRAWINGS, ASS MBLING, CRATING,
SHIPPING DELIVERY TIME, INSTALLING, PAYMENT TERMS, ETC THE COST OF
NATIONAL ACCOUNT ITEMS SHALL BE PAID BY THE CONTRACTOR AND INCLUDED IN
THE BID AND IN THE TOTAL CONTRACT PRICE.
01021 PROJECT COORDINATION
THE COORDINATOR IS RESPONSIBLE FOR THE COORDINATION OF WORK OF ALL
SUBCONTRACTORS. ALL DEMOLI11ON WORK SHALL BE COORDINATED WITH
MECHANICAL AND ELECTRICAL CONTRACTORS REGARDING ANY ITEMS TO BE REUSED
PATCH OR TIE INTO EXISTING WORK MAKING SEAMS WHICH ARE DURABLE AND AS
INVISIBLE AS POSSIBLE. RESTORE EXPOSED FINISHES OF PATCHED AREAS AND,
WHERE NECESSARY, EXTEND FINISH RESTORATION INTO RETAINED ADJOINING
WORK IN A MANNER WHICH WILL ELIMINATE EVIDENCE OF PATCHING AND REFIN—
ISHING.
CONSTRUCT PATCHED WORK IN A MANNER THAT DOES NOT REDUCE ITS CAPACITY
TO PERFORM IN THE MANNER INTENDED INCLUDING ENERGY PERFORMANCE) OR
THAT WOULD RESULT IN INCREASED MAINTENANCE OR DECREASED USEFUL LIFE.
WHERE REMOVAL OF WALLS OR PARTITIONS EXTENDS FROM ONE FINISHED AREA
INTO ANOTHER FINISHED AREA, PATCH AND REPAIR FLOOR, WALL AND CEILING
SURFACES IN THE NEW SPACE TO PROVIDE AN EVEN SURFACE OF UNIFORM
APPEARANCE.
NOTIFY TENANT IF ANY DEFICIENT OR UNEXPECTED CONDITIONS ARE UNCOVERED
DURING DEMOLITION. DO NOT COVER CONDITION UNTIL INSTRUCTED BY TENANT.
EXISTING CONSTRUCTION INDICATED ON THE DRAWINGS TO BE REMOVED AND ALL
NON—CONCEALED EXISTING CONSTRUCTION CONFLICTING WITH COMPLE11ON OF THE
WORK tF ANY) SHALL BE COMPLETELY DEMOLISHED. AT CONTRACTOR'S OPIN—
ION, STRUCTURES MAY BE REMOVED INTACT.
EXISTING FINISH MATERIALS WALLPAPER, CARPET, TIE, ETC. SHALL BE
REMOVED OR COVERED TO PROVIDE A SMOOTH, EVEN SURFACE FOR APPLICATION
OF REQUIRED FINISH MATERIAL.
DEMOLISHED MATERIALS BECOME THE PROPERTY OF THE CONTRACTOR. DISPOSE OF
DEMOLISHED MATERIALS OFF SITE IN A LAWFULL MANNER.
CLEAN, PATCH, REPAIR, RESURFACE, PAINT, ETC., EXISTING EXTERIOR WOOD,
GLASS, CONCRETE OR METAL SURFACES AS REQUIRED PER DRAWINGS. VERIFY
EXACT EXTENT OF WORK TO BE PERFORMED WITH OWNER / ARCHITECT.
CONTRACTOR SHALL PERFORM ALL CUTTING, FITTING, CAPPING, AND PATCHING
REQUIRED TO FIT WORK TOGETHER, AND PROVIDE ROUTINE PENETRATION OF
NONSTRUCTURAL SURFACES FOR INSTALLATION OF DUCTS PIPING, ETC. DO NOT
CUT OR PENETRATE ANY STRUCTURAL MEMBER _(POST, BtAM, ETC.WITHOUT
TENANTS PRIOR APPROVAL. REMOVE ALL EXISTING ITEMS NECESSARY TO ACHIEVE
THE FINAL PROJECT PER CONTRACT DOCUMENTS WHETHER SPECIFICALLY CALLED
OUT OR N T. ONT T
0 C AC TENANT BEFORE
COMMENCING IFDEMOLITION,
WORK REMOVAL
OR EXISTING CONDITIONS ARE NOR CLEAR. USE SAFE CUTTING AND DEMOLITION
METHODS THAT WILL PREVENT DAMAGE TO OTHER WORK AND PROVIDE PROPER
SURFACED TO RECEIVE INSTALLATION OR REPAIRS. RESTORE ALL NEW OR REMAINING
FINISH SURFACES AFTER CUTTING OR DEMOLITION. NOTIFY TENANT IF ANY DEFICIENT
OR UNEXPECTED CONDITIONS ARE UNCOVERED DURING DEMOLITION.DO NOT COVER
CONDITION(S) UNTIL INSTRUCTED BY TENANT.
ALL CONCRETE CORING AND PATCHING IS TO BE DONE PER THE STANDARDS OF THE
TRADES INVOLVED. COORDINATE WILL ALL SUBCONTRACTORS PRIOR TO CORING. FILL
AND REINFORCE AS REQUIRED BY THE LOCAL AUTHORITIES, CODES, AND STANDARDS
OF THE TRADE.
CUTTING, BORING, AND NOTCHING IN STUDS, JOINTS, AND RAFTERS SHALL NOT
EXCEED UBC 2517, EXCEPT NO NOTCH SHALL EXCEED 50 PERCENT OF WIDTH OF
FRAMING MEMBER. NO CUTTING, BORING OR NOTCHING SHALL BE DONE IN ANY
COLUMN, BEAM, GIRDER, TRUSS MEMBR, SHEAR WALL, OR OTHER STRUCTURAL
MEMBER WITHOUT WRITTEN APPROVAL OF TENANT. DO NOT CUT OR BORE PLATES
IN SHEAR OR BEARING WALLS. PLATE HOLES IN NON—BEARING WALLS SHALL MEET
UBC 2517, BE LIMITED TO 50 PERCENT OF THE NOMINAL WIDTH, AND BE REINFORCED
WITH METAL STRAPS.
01046 QUALITY OF WORK
MINIMAL COMPLIANCE WITH DRAWINGS AND SPECIFICATIONS IS INSUFFICIENT TO
ASSURE ACCEPTANCE OF WORK. ALL WORK SHALL BE OF THE HIGHEST STANDARDS
OF INDUSTRY, ONLY PEOPLE COMPETANT IN THEIR PARTICULAR FIELD SHALL BE
EMPLOYED, AND NO DEFECTIVE OR SUBSTANDARD MATERIALS SHALL BE USED.
INCOMPLETE, DEFECTIVE, OR POORLY EXECUTED PRODUCTS SHALL BE REMOVED
IMMEDIATELY AND REPLACED AT NO EXTRA COST. POOR PHYSICAL APPEARANCE
OR FAILURE TO MEET THE DESIGN INTENT OF THE CONTRACT DOCUMENTS WILL BE
REJECTED BY TENANT.
EACH CONTRACTOR SHALL BE A KNOWLEDGABLE AND HIGHLY SKILLED SPECIALIST
IN HIS TRADE. EACH SHALL BE FULLY FAMILIAR WITH ALL PRODUCTS SPECIFIED AND
ALL REQUIREMENTS FOR THEIR PROPER INSTALLATION. EACH TRADE SHALL REVIEW
ALL SPECIFICATION SECTIONS, DRAWINGS OTHER CONTRACT DOCUMENTS AND FIELD
CONDITIONS, AND SHALL NOTIFY TENANT'S REPRESENTATIVE OF ANY WORK THAT
CANNOT BE PROPERLY INSTALLED BE FULLY GUARANTEED MEET THE DESIGN INTENT
OF THE CONTRACT DOCUMENTS dR BE FULLY COMPATIBLE WITH PRIOR OR
SUBSEQUENT WORK OR EXISTINb CONDITIONS, PRIOR TO BID SUBMITTAL.
01050 RELOCATING EQUIPMENT
RELOCATE EXISTING EQUIPMENT AS INDICATED ON THE DRAWINGS, INCLUDING
HOOKING UP TO UTILITIES, LEVELING, ATTACHING,SUPPORTING AND OTHER
MISCELLANEOUS WORK AS NECESSARY TO CAUSE THE EQUIPMENT TO FUNCTION AS
INTENDED.
ALSO RELOCATE MISCELLANEOUS MINOR ITEMS NOT SPECIFICALLY SHOWN ON THE
DRAWINGS WHICH FALL INTO THE FOLLOWING CATEGORIES:
1. ITEMS ON WALLS TO BE DEMOLISHED.
2. ITEMS MOUNTED ADJACENT TO AND USED IN CONJUNCTION WITH RELOCATED
EQUIPMENT.
3. ITEMS MOUNTED TO OR ADJACENT TO AND USED IN CONJUNCTION WITH
STRUCTURAL FRAMING BEING REMOVED.
01070 ABBREVIATIONS
ABBREVIATIONS OF TRADE ASSOCIATIONS, INDUSTRY ORGANIZATIONS AND GOV—
ERNING AUTHORITIES USED IN THESE SPECIFICATIONS INCLUDE:
AA ALUMINUM ASSOCIATION
AAMA ARCHITECTURAL ALUMINUM MANUFACTURERS ASSOCIATION
AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS
ACI AMERICAN CONCRETE INSTITUTE
Al ASPHALT INSTITUTE
AIA AMERICAN INSTITUTE OF ARCHITECTS
AISC AMERICAN INSTITUTE OF STEEL CONSTRUC11ON
ANSI AMERICAN NATIONAL STANDARDS INSTITUTE
APA AMERICAN PLYWOOD ASSOCIATION
ASHRAEME RICANCONDSOCIETY
O TNG EOF HEATING, REFRIGERATING AND
AIRASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS
AN ARCHITECTURAL WOODWORK INSTITUTE
AWPB AMERICAN WOOD PRESERVERS BUREAU
AWS AMERICAN WELDING SOCIETY
CRSI CONCRETE REINFORCING STEEL INTITUTE
CS COMMERCIAL STANDARD OF NBS U.S. DEPT. OF COMMERCE)
FM FACTORY MUTUAL ENGINEERING CRP.
FS FEDERAL SPECIFICATION GENERAL SERVICES ADMIN.)
MIL MILITARY STANDARDIZATION DOCUMENTS U.S. DEPT. OF DEFENSE)
NAAMM NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS
NBS NATIL. BUREAU OF STANDARDS U.S. DEPT. OF COMMERCE)
NCMA NATIONAL CONCRETE MASONRY ASSOCIATION
NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIA11ON
NFPA NATIONAL FIRE PROTECTION ASSOCIATION
NHLA NATIONAL HARDWOOD LUMBER ASSOCIA11ON
NRCA NATIONAL ROOFING CONTRACTORS ASSOCIATION
NSF NATIONAL SANITATION FOUNDATION
PS PRODUCT STANDARD OF NBS U.S. DEPT. OF COMMERCE)
PDCA PAINTING AND DECORATING CONTRACTORS OF AMERICA
SDI STEEL DOOR INSTITUTE
Si STEEL JOIST INSTITUTE
SMACNA SHEET METAL AND AIR CONDITIONING CONTRACTOR'S NATIONAL ASSOCIATION
SPRI SINGE PLY ROOFING INSTITUTE
TCA TIE COUNCIL OF AMERICA
TPI TRUSS PLATE INSTITUTE
UL UNDERWRITERS LABORATORIES
WIC WOODWORK INSTITUTE OF CALIFORNIA
01090 REFERENCE STANDARDS
THE DATE OF THE REFERENCE STANDARD IS THAT IN EFFECT AS OF THE BID
DATE, OR THE DATE OF OWNER—CONTRACTOR AGREEMENT WHEN THERE ARE NO BIDS.
WHEN THERE IS A CONFLICT OR DISCREPANCY BETWEEN A REFERENCE STANDARD
AND THE SPECIFICATIONS OR WITH ANOTHER REFERENCED STANDARD, THE MORE
STRINGENT REQUIREMENTS SHALL APPLY.
THE "CONDITIONS OF THE CONTRACT" TAKE PRECEDENCE OVER THE REQUIREMENTS
OF REFERENCE E E ST ANDARDS.
01340 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES
THE CONTRACTOR SHALL SUBMIT ALL SHOP DRAWINGS FOR APPROVAL TO TENANT
PRIOR TO COMMENCEMENT OF WORK. CONTRACTOR SHALL SUBMIT CUTS SAMPLE
AND FINISHES FOR WRITTEN APPROVAL PRIOR TO ORDERING OR FABRICATION.
CONTRACTOR SHALL REVIEW SUBMISSIONS PRIOR TO SUBMITTAL TO TENANT AND
SHALL NOTE APPROVA ON THE SAME. THE CONTRACTOR SHALL PROVIDE TENANT
A MINIMUM OF FIVE ((5 WORKING DAYS TURNAROUND TO REVIEW SHOP DRAWINGS.
SHOP DRAWING SUBMIYSIONS SENT BY FACSIMILE ARE ACCEPTABLE.
01440 CONTRACTOR'S QUALITY CONTROL
TRADES THAT REQUIRE LICENSES, CERTIFICATION, SPECIAL TRAINING, OR
MANUFACTURER'S APPROVAL SHALL BE DONE ONLY BY PERSONNEL WITH PROPER
CREDENTIALS AND QUALIFICATIONS. CONTRACTOR SHALL PROVIDE MANUFACTURER -
OR SUPPLIER -QUALIFIED PERSONNEL FOR ON-SITE OBSERVATIONS AS REQUIRED.
01500 TEMPORARY FACILITIES
THE CONTRACTOR IS RESPONSIBLE FOR ARRANGING AND PAYING FOR ALL UTILI-
TIES INCLUDING PHONE AND SANITATION SERVICE NECESSARY TO CONSTRUCT THE
PROJECT.
THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION AND SECURITY OF ALL
CONSTRUCTION INCLUDING ALL BUILDING MATERIALS AND EQUIPMENT THROUGHOUT
THE CONSTRUCTION.
01510 TEMPORARY UTILITIES
TENANT SHALL PAY FOR PERMANENT UTILITIES REQUIRED DURING CONSTRUCTION.
CONTRACTOR SHALL FURNISH, INSTALL, AND MAINTAIN ALL REQUIRED TEMPORARY
FACILITIES, AND FACILITIES REQUIRED FOR CONTRACT PERFORMANCE, IN A SAFE
AND SANITARY CONDITION UNTIL COMPLETION OF THE CONTRACT, WHEN ALL
TRACES OF CONSTRUCTION SHALL BE REMOVED.
CONTRACTOR SHALL FURNISH AND PAY FOR ALL TEMPORARY UTILITIES NOT
CONSIDERED PERMANENT SUCH AS A GENERATOR, ETC. CONTRACTOR SHALL MAKE
ALL TEMPORARY AND PERMANENT CONNECTIONS. ALL EXISTING SYSTEMS SHALL
BE KEPT IN GOOD ORDER AND CONTRACTOR SHALL MAKE NO PERMANENT
CHANGE(S) THAT COULD BE DETRIMENTAL.
01550 LIMITATIONS OF USE OF SITE
CONTRACTOR SHALL BE LIMITED TO USE OF THE AREA OF THE SITE AS ESTAB—
LISHED BY THE OWNER AND THE OWNER'S MALL OPERATIONS MANAGER WHICH
WHICH THE CONTRACTOR SHALL VERIFY.
DO NOT DO WORK WHICH SIGNIFICANTLY AFFECTS THE OPERATION OF ANY OTHER
TENANT WITHOUT FIRST COORDINATING AND MAKING SATISFACTORY ARRANGEMENTS
FOR SUCH WORK THROUGH THE OWNER AND OWNER'S MALL OPERATIONS MANAGER
(IF ANY).
01600 MATERIALS AND WORKMANSHIP
ENTITIES PERFORMING WORK SHALL BE SKILLED AND KNOWLEDGEABLE IN METHODS
AND CRAFTSMANSHIP NEEDED TO PRODUCE REQUIRED QUALITY LEVELS. REMOVE
AND REPLACE WORK WHICH DOES NOT COMPLY WITH WORKMANSHIP STANDARDS
SPECIFIED AND AS RECOGNIZED IN THE CONSTRUCTION INDUSTRY FOR APPLICA—
TIONS INTENDED.
INSTALLER OF EACH MAJOR UNIT OF WORK SHALL INSPECT SUBSTRATA TO RE—
CEIVE WORK AND CONDITT N ND
0 S UNDER WHICH WORK IS TO BE PERFORMED. DO NOT
PROCEED WITH WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED.
HANDLE, STORE, INSTALL, MAINTAIN AND OTHERWISE USE PRODUCTS IN COMPLI—
ANCE WITH MANUFACTURER'S APPLICABLE INSTRUCTIONS AND RECOMMENDATIONS
AND IN A MANNER TO ENSURE BEST POSSIBLE RESULTS.
PROVIDE ATTACHMENT AND CONNECTION DEVICES AND METHODS FOR SECURING
WORK PROPERLY, TRUE TO LINE AND LEVEL AND WITHIN RECOGNIZED INDUSTRY
TOLERANCES IF NOT OTHERWISE INDICATED. ALLOW FOR EXPANSION, CONTRAC-
110N AND OTHER NORMAL BUILDING MOVEMENTS.
PROTECT AND MAINTAIN WORK TO ENSURE FREEDOM FROM DAMAGE OR DETERIORA—
TION AT TIME OF COMPLETION. PERMANENTLY ISOLATE EACH UNIT OF WORK
FROM NONCOMPATIBLE WORK TO PREVENT DETERIORATION.
FIELD CHECK AND VERIFY AS—BUILT DIMENSIONS TO ASSURE PROPER FIT OF
PREFABRICATED MATERIALS AND EQUIPMENT.
INSTALL WORK DURING OPTIMUM WEATHER CONDITIONS OF TEMPERATURE,
HUMIDITY, FORECASTED WEATHER, ETC., TO ENSURE BEST POSSIBLE RESULTS.
EXCEPT FOR REQUIRED LABELS AND OPERATING DATA, DO NOT PERMANENTLY
ATTACH OR IMPRINT MANUFACTURER'S NAMEPLATES OR TRADEMARKS ON EXPOSED
SURFACES OF PRODUCTS WHICH WILL BE EXPOSED TO VIEW IN OCCUPIED SPACES
OR ON THE EXTERIOR.
ADJUST ALL MOVING PARTS AND VARIABLES TO OPTIMUM SETTINGS.
01610 MATERIALS, PRODUCTS AND EQUIPMENT QUALITY
ALL MATERIAL AND EQUIPMENT SHALL MEET APPLICABLE STANDARDS AS PUBLISHED
BY A.N.S.I. AND N.E.M.A. AND SHALL BE LISTED BY U.L., WHERE REQUIRED.
MATERIALS AND EQUIPMENT SHALL BE NEW AND MEET INDUSTRY STANDARDS FOR
THE QUALITY SPECIFIED OR REQUIRED (AND WILL INCLUDE ANY SPECIAL FEATURES
SHOWN TO BE SPECIFIED). SECOND OR RERUN ITEMS ARE NOT PERMITTED.
MATERIALS SHALL BE DELIVERED IN MANUFACTURER'S ORIGINAL PACKAGES,
STAMPED OR MARKED PER CONTRACT DOCUMENTS.
MATERIAL SPECIFIED BY REFERENCE TO NUMBER OR TITLE OF A SPECIFIC
STANDARD SUCH AS FEDERAL SPECIFICATION, TRADE ASSOCIATION STANDARD,
ETC.), SHA COMPLY WITH REQUIREMENTS OF THE LATEST VERSION OF THAT
STANDARD, INCLUDING AMENDMENTS OR SUPPLEMENTS. IN THE CASE OF CONFLICTS
BETWEEN REFERENCES, CODES, REGULATIONS, OR CONTRACT DOCUMENTS, THE
MOST STRINGENT REQUIREMENTS SHALL GOVERN.
01630 SUBSTITUTIONS
1. NO SUBSTITUTIONS FOR PRODUCTS WILL BE ALLOWED UNLESS SPECIFICALLY
INDICATED BY ARCHITECT. CONTRACTOR MAY REQUEST A SUBSTITUTION FOR
PRODUCTS NOTED "APPROVED EQUAL." THE REQUEST CONSTITUTES THAT THE
CONTRACTOR:
A. INVESTIGATED THE PROPOSED PRODUCT AND DETERMINED THAT IT IS EQUAL
OR SUPERIOR IN ALL RESPECTS TO THAT SPECIFIED. THE BURDEN OF
CONCLUSIVE PROOF OF EQUALITY IS ON THE CONTRACTOR. PROOF SHALL
INCLUDE SUFFICIENT FACTUAL, COMPARATIVE, PERFORMANCE AND TEST DATA,
OR INFORMATION NECESSARY TO ESTABLISH THAT THE REQUESTED
SUBSTITU11ON IS CLEARLY EQUAL IN QUALITY, UTILITY, DURABILITY,
STRENGTH, PERFORMANCE, FINISH, ARRANGEMENT, REPAIR AND MAINTAINENCE
REQUIREMENTS COMPATIBILITY WITH OTHER EXISTING OR SPECIFIED ITEMS,
AND ANY OTHtR RELEVANT DATA.
B. WILL PROVIDE THE SAME WARRANTIES FOR THE SUBSTITUTIONS AS FOR THE
PRODUCTS SPECIFIED.
C. WILL COORDINATE INSTALLATION OF ACCEPTED SUBSTITUTION(S)) INTO THE
WORK AND MAKE OTHER SUBSTITUTIONS OR ADJUSTMENTS REQUIRED TO
COMPETE THE WORK IN ALL RESPECTS.
D. WAIVES ALL CLAIMS FOR ADDITIONAL COSTS WHICH MAY SUBSEQUENTLY
BECOME APPARANT.
2. SUBSIITUITON FOR A PRODUCT AND EQUIPMENT MAY BE CONSIDERED WHEN A
PRODUCT BECOMES UNAVAILABLE THROUGH NO FAULT OF THE CONTRACTOR
OR AS FOLLOWS:
A. AN "OR OWNER APPROVED SUBSTITUTION" CLAUSE OR SIMILAR LANGUAGE IN
THE CONTRACT DOCUMENTS.
B. WHEN THE PRODUCT CANNOT BE PROVIDED IN TIME TO KEEP THE PROJECT
ON SCHEDULE THROUGH NO FAULT OF THE CONTRACTOR.
C. WHEN THE PRbDUCT DOES NOT MEET THE APPROVAL OF THE GOVERNING
AUTHORITIES.
D. WHEN THE OWNER IS OFFERED SUBSTANTIAL ADVANTAGE IN TERMS OF COST,
TIME, OR QUALITY.
3. WHENEVER A PRODUCT IS SPECIFIED BY USING A PROPRIETARY NAME OR THE
NAME OF A PARTICULAR MANUFACTURER OR VENDOR THE SPECIFIC ITEM MEN-
11ONED SHALL BE UNDERSTOOD AS ESTABLISHING TYPE FUNCTION, DIMENSION,
APPEARANCE AND QUALITY DESIRED. REQUESTS FOR SUBSTITUTING OTHER
MANUFACTURER'S PRODUCTS MAY BE ACCEPTED PROVIDED SUFFICIENT INFORMA—
TION IS SUBMITTED TO ALLOW THE OWNER TO DETERMINE SUITABILITY OF THE
PROPOSED SUBS11TU110N(S) AND AS FOLLOWS:
4. PRODUCT APPROVAL: IF A QUALIFIED BIDDER PROPOSES TO FURNISH MATE—
RIALS, PRODUCTS OR EQUIPMENT NOT SPECIFIED, BIDDER MUST RECEIVE
PRIOR WRITTEN APPROVAL THRU AN ADDENDUM ISSUED BY THE OWNER AND
SHALL SUBMIT MANUFACTURER'S NAME AND CATALOG INFORMATION NO LATER
THAN SEVEN (7) WORKING DAYS PRIOR TO THE BIDDING OF THE PROJECT.
UNLESS SPECIFICALLY OTHERWISE INDICATED BY THE ARCHITECT, THE OWNER
(UPON EXAMINATION OF DATA, SAMPLES, ETC_.) WILL ISSUE AN ADDENDUM
TO THE DRAWINGS AND SPECIFICATIONS. IF NO ADDENDUM IS ISSUED, IT
IS UNDERSTOOD THAT THE BIDDER SHALL SUPPLY MATERIALS, PRODUCTS,
AND EQUIPMENT EXACTLY AS SPECIFIED.
5. SUCH APPROVAL SHALL NOT RELIEVE CONTRACTOR OF ANY NECESSARY REPAIRS
OR SUBSEQUENT DAMAGE COSTS OR REPLACEMENT WITH ORIGINALLY SPECIFIED
PRODUCT, SHOULD SUBSTITUTED PRODUCT SUBSEQUENTLY PROVE NOT TO HAVE
BEEN EQUAL OR NOT TO MEET THE DESIGN INTENT OF THE CONTRACT DOCUMENTS.
01631 COORDINATION
CONTRACTOR AGREES THAT HE ASSUMES SOLE AND COMPETE RESPONSIBILITY
FOR JOB SITE CONDITIONS DUING PROJECT CONSTRUCTION, INCLUDING SAFETY
OF ALL PERSONS AND PROPERTY THAT THIS REQUIREMENT SHALL APPLY
CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT
THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD TENANT AND TENANT'S
CONNECTION WITHRTHE PERESS FORMANCE OFANY ALL WORK I NBILTY THIS PROJECAL T, EXCEPTING IN
LIABILITY ARISING FROM THEOL
S E NEGLIGENCE OF
TENANT. CONTRACTOR COR SHALL
BE CONSTANTLY NTL VIGILANT AND USE EXTRAORDINARY CARE TO AVOID 0 D HAZARDOUS
CONDITIONS AND ENFORCE STRICT DISCIPLINE AMONG THE EMPLOYEES AND SHALL
EXTEND HIS CARE BEYOND SITE, AS REQUIRED,
01640 PRODUCT CLEANING METHODS
CLEANING METHODS FOR PROPRIETARY MATERIALS SHALL BE IN STRICT
ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. CLEANING SOLUTIONS, AGENTS,
SOLVENTS EHETITSLAS
G D BY THE
MNUFTUREROV HMAERALINSTALLED IN THE WORKCEANIN
INSTRUCTIONS SHALL BE PROVIDED TO TENANT.
01709 TEMPORARY CONTROLS
CONTRACTOR SHALL KEEP THE SITE NEAT, ORDERLY, PERIODICALLY CLEANED, AND
BROOM—CLEANED DAILY. SAFETY IS CONTRACTOR'S SOLE RESPONSIBILITY; HOWEVER,
FOR APPEARANCE REASONS OWNER MAY, AT ANY TIME ORDER A SITE CLEANUP.
THE CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE FROM THE JOB SITE
AND DISPOSE OF DEBRIS IN A SAFE, ACCEPTABLE MANNER IN ACCORDANCE WITH
APPLICABLE LAWS AND ORDINANCES. CONTRACTOR SHALL NOT BURY OR BURN
DEBRIS ON SITE.
CONTRACTOR MUST CONTINUALLY MAINTAIN ADEQUATE PROTECTION OF ALL WORK
AND PERSONNEL FROM DAMAGE AND INJURY, AND PROTECT THE PROJECT SITE
FROM DAMAGE OR LOSS. ADEQUATELY PROTECT ADJACENT PROPERTY, PROVIDE
AND MAINTAIN ALL PASSAGEWAYS GUARD RAILS LIGHTS, FACILITIES FOR
PROTECTION, ETC., AS REQUIRED �Y PUBLIC ALIMRITIES OR LOCAL ORDINANCES
OR JOB CONDITIONS. PROTECT TREES AND LANDSCAPE FEATURES NOT INDICATED
CHEMICALLY INJURIOUS MATERIALS,, PUDDLINGICAND CONTINUOUSIARUNNINGPWATER.
DEWATER SITE, AND PROVIDE AND MAINTAIN NOISE, DUST, AND POLLUTION CONTROL.
THE CONTRACTOR IS TO CONTROL CLEANING TO PREVENT DIRT OR DUST FROM
LEAVING THE JOB SITE AND INFILTRATING AREAS NOT INVOLVED IN THE PROJECT.
THE CONTRACTOR SHALL PROVIDE IN ADDITION TO A STRUCTURAL BARRICADE AS
INDICATED ON THE PLANS, DUST PROTECTION IN THE FORM OF VISQUEEN OR
SIMILAR PRODUCTS.
01710 FINAL CLEANING
EXECUTE FINAL CLEANING PRIOR TO FINAL INSPECTION. THOROUGHLY CLEAN
THE PROJECT INCLUDING (BUT NOT NECESSARILY LIMITED TO) THE FOLLOWING:
A. REMOVE LABELS WHICH ARE NOT REQUIRED AS PERMANENT LABELS.
B. CLEAN TRANSPARENT MATERIALS, INCLUDING MIRRORS, WINDOW AND DOOR
GLASS, TO A POLISHED CONDITION, REMOVING SUBSTANCES WHICH ARE
NOTICEABLE AS VISION -OBSCURING MATERIALS. REPLACE BROKEN AND
DAMAGED GLASS AND DAMAGED TRANSPARENT MATERIALS.
C. CLEAN EXPOSED EXTERIOR AND INTERIOR HARD -SURFACED FINISHES, TO A
DIRT -FREE CONDITION, FREE OF DUST STAINS, FILMS AND SIMILAR
NOTICEABLE DISTRACTING SUBSTANCES. EXCEPT AS OTHERWISE INDICATED,
AVOID DISTURBANCE OF NATURAL WEATHERING OF EXTERIOR SURFACES.
RESTORE REFLECTIVE SURFACES TO ORIGINAL REFLECTIVE CONDITION.
D. WIPE SURFACES OF MECHANICAL AND ELECTRICAL EQUIPMENT CLEAN;
REMOVE EXCESS LUBRICATION AND OTHER SUBSTANCES.
E. REMOVE DEBRIS AND SURFACE DUST FROM LIMITED -ACCESS SPACES INCLUDING
PLENUMS, SHAFTS, TRENCHES, MANHOLES, ATTICS AND SIMILAR SPACES.
F. THOROUGHLY CLEAN CONCRETE FLOORS.
G. VACUUM CLEAN CARPETED SURFACES AND SIMILAR SOFT SURFACES.
H. CLEAN PLUMBING LU NG FI ES T FIXTURES 0 A SANITARY CONDITION, ONDI ON FREE STAINS
AIN
S
INCLUDING THOSE RESULTING FROM WATER EXPOSURE. F S
I. CLEAN COFFEE AND BREAK ROOM EQUIPMENT TO A CONDITION OF SANITATION
READY AND ACCEPTABLE FOR INTENDED FOOD SERVICE USE.
J. CLEAN LIGHT FIXTURES AND LAMPS/LIGHT BULBS SO AS TO FUNCTION WITH
FULL EFFICIENCY. REPLACE LAMPS/LIGHT BULBS WHICH HAVE BURNED HALF
THEIR RATED LIFE OR MORE.
K. REMOVE WASTE AND SURPLUS MATERIAL, RUBBISH AND CONSTRUCTION
FACILITIES FROM THE SITE.
01730 OPERATION AND MAINTENANCE DATA
CONTRACTOR SHALL PROVIDE TENANT ALL MAINTAINANCE AND OPERATING
INSTRUCTION MANUALS FOR ALL EQUIPMENT AND PRODUCTS SPECIFIED IN THE
CONTRACT DOCUMENTS.
SUBMIT 2 SETS PRIOR TO FINAL INSPECTION, BOUND IN 8-1/2 INCHES BY
11 INCHES (216MM X 279MM) TEXT PAGES, 3-D SIZE RING CAPACITY
EXPANSION.
PREPARE BINDER COVERS WITH PRINTED TITLE "OPERATION AND
MAINTENANCE INSTRUCTIONS", TITLE OF PROJECT. RETAIN ALL DOCUMENTS
AT JOB SITE UPON COMPLETION.
01740 WARRANTIES AND BONDS
CONTRACTOR SHALL WARRANT TO THE OWNER THAT ON RECEIPT OF NOTICE
FROM HIM, WITHIN A PERIOD OF 1 YEAR (OR SUCH OTHER PERIOD OF TIME
AS MAY BE NOTED FOR SPECIFIC ITEMS) FOLLOWING DATE OF SUBSTANTIAL
COMPLETION, THE CONTRACTOR SHALL, AT HIS COST, PROMPTLY CORRECT
ANY DEFECTS IN MATERIALS AND WORKMANSHIP THAT HAVE APPEARED IN
THE WORK SO THAT THEY MEET THE CONDITIONS ORIGINALLY REQUIRED BY
THE CONTRACT DOCUMENTS.
PREPARE DUPLICATE NOTARIZED COPIES OF ALL WARRANTIES. EXECUTE,
AND ASSEMBLE DOCUMENTS FROM SUBCONTRACTORS, SUPPLIERS AND
MANUFACTURERS. RETAIN ALL DOCUMENTS AT JOB SITE UPON COMPLETION.
ALL EQUIPMENT PROVIDED SHALL HAVE A MINIMUM OF ONE (1) YEAR
WARRANTY FROM DATE OF ACCEPTANCE OF WORK.
CONTRACTOR AND SUBCONTRACTORS SHALL PROVIDE A GUARANTEE. BE RESPONSIBLE
FOR, AND MAKE GOOD ALL DEFECTS DUE TO FAULTS OF LABOR OR MATERIALS IN
THE WORK INCLUDED IN THE CONTRACT FOR ONE (1) YEAR FOLLOWING THE
COMPLETION OF THE STRUCTURE, THE STATUTORY PERIOD FOR LATENT DEFECTS, A
MANUFACTURER'S GUARANTEE, OR SPECIFIED PERIOD OF GUARANTEE, WHICHEVER IS
LONGEST. CONTRACTOR SHALL GUARANTEE THAT ALL WORK HAS BEEN COMPETED
AS SPECIFIED IN THE CONTRACT DOCUMENTS. CONTRACTORS AND SUBCONTRACTORS
SHALL BE RESPONSIBLE FOR SUBSEQUENT AND/OR INDIRECT COSTS AND DAMAGES
CAUSED BY POOR WORKMANSHIP, SYSTEM FAILURES, BREAKAGE, NEGLIGENCE, OR
THEIR EMPLOYEE'S IRRESPONSIBLE ACTIONS FOR A PERIOD OF ONE (1) YEAR AFTER
COMPLETION OR FOR THE LEGAL STATUTORY PERIOD, WHICHEVER IS LONGER. FAULTY
WORKMANSHIP OR MATERIALS WILL BE RECTIFIED BY THE CONTRACTOR AT NO COST
TO THE OWNER. WORK WILL BE DONE IN SUCH TIME AND IN SUCH A MANNER AS TO
MINIMIZE CAUSES FOR INTERRUPTION OR INCONVENIENCE TO OWNER'S OCCUPANCY
WITHIN ONE (1) WEEK OF NOTIFICATION.
ALL WARANTY WORK ON ELECTRICAL OR MECHANICAL SYSTEMS SHALL BE COMPETED
WITHIN 48 HOURS OF NOTIFICATION.
DIVISION 5 - METALS
05120 STRUCTURAL STEEL (if required per Drawings)
STRUCTURAL STEEL (IF ANY) SHALL BE AS FOLLOWS:
1. SHAPES, PLATES AND BARS: ASTM A 36.
2. PIPE: ASTM A 53, TYPE E OR S, GRADE B, BLACK FINISH.
3. ANCHOR BOLTS: ASTM A 307, NON -HEADED TYPE.
COMPLY WITH THE FOLLOWING CODES AND STANDARDS:
1. AISC "CODE OF STANDARD PRACTICE".
2. AISC "SPECIFICATIONS FOR THE DESIGN, FABRICATION AND EREC-
TION OF STRUCTURAL STEEL FOR BUILDINGS" INCLUDING "COMMEN-
TARY" AND SUPPLEMENTS.
3. AWS D1.1 "STRUCTURAL WELDING CODE".
05400 LOAD BEARING LIGHT GAUGE FRAMING
QUALITY ASSURANCE:
SUMMARY: PROVIDE METAL (STEEL) STUD FRAMING FOR STOREFRONT CONSTRUCTION
AS INDICATED ON THE DRAWINGS, AS SPECIFIED HEREIN AND AS NEEDED
FOR A COMPLETE AND PROPER INSTALLATION.
DESIGN CRITERIA: DRAWINGS INDICATE GENERAL ARRANGEMENT, AESTHETIC
REQUIREMENTS AND MINIMUM SIZES OF PRINCIPAL MEMBERS ONLY. CONTRACTOR
SHALL COMPETE THE DESIGN AND PROVIDE WALL FRAMING OF THE DESIGN INDICATED,
CONSTRUCTED TO WITHSTAND A UNIFORM WIND LOAD OF 20 POUNDS PER SQUARE
FOOT, UNLESS CODE REQUIRES GREATER LOAD, WITH A MAXIMUM DEFLECTION OF
L/360. DESIGN ANALYSIS AND SECTION PROPERTIES SHALL CONFORM TO AISI
"SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS".
WALL SYSTEMS SHALL BE DESIGNED TO PROVIDE FOR MOVEMENT OF COMPONENTS
WITHOUT DAMAGE, FAILURE OF JOINT SEALS, EXCESS STRESS ON FASTENERS AND
OTHER DETRIMENTAL EFFECTS WHEN SUBJECT TO SEASONAL OR CYCLIC DAY/NIGHT
TEMPERATURE RANGES. SYSTEMS SHALL BE DESIGNED TO ACCOMMODATE
CONSTRUCTION TOLERANCES, ANTICIPATED BUILDING SETTLEMENT, DEFECTION OF
BUILDING STRUCTURAL MEMBERS, AND CLEARANCES OF OPENINGS.
TOLERANCES: ERECT WALLS AND PARTITIONS ON STRAIGHT LINES, PLUMB, FREE
OF TWISTS OR OTHER DEFECTS, AND CONTACTING A 10 -FOOT STRAIGHTEDGE FOR
ITS EN11RE LENGTH AT ANY LOCATION WITHIN A 1/8" TOLERANCE. ERECT HORIZONTAL
FRAMING LEVEL WITHIN A TOLERANCE OF 1/8" IN 12 -FEET IN ANY DIRECTION.
MATERIAL
LIGHT GAUGE METAL FRAMING: CONFORM TO ASTM A568 FOR UNCOATED STEEL
THICKNESS, HOT DIP GALVANIZED CONFORMING TO ASTM A 123, COATING CLASS G60.
STRENGTHS SHALL BE AS SPECIFIED IN ASTM A653, GRADE D, YIELD STRENGTH
50 KSI. FRAMING SHALL BE MANUFACTURED BY USG, WESTERN METAL, OR EQUAL.
GAUGES AND PROPERTIES OF STUDS SHALL BE AS INDICATED.
MECHANICAL ANCHORS TO CONCRETE AND MASONRY SHALL BE METAL CINCH NOT
ESS THAN 3/8 -INCH IN DIAMETER THREADED BOLT HEAD TYPE. ANCHOR BOLTS TO
BE SET IN CONCRETE SHALL BE HOOK TYPE 1/2 -INCH DIAMETER OR MORE.
MECHANICAL ANCHORS TO METAL FRAMING SHALL BE NO. LO SELF TAPPING AND
SELF DRILLING WAFER HEAD SCREWS.
ACCESSORIES: SPECIAL TOP TRACKS, ANGLES, FASTENERS, AND STRIPS OF GYPSUM
WALLBOARD, AS REQUIRED FOR FIRE RATING ASSEMBLY REQUIRED AT EACH
CONDITION.
FABRICATION
THE WORK SHALL BE FITTED, SHOP ASSEMBLED AND READY FOR ERECTION. EXPOSED
JOINTS SHALL BE MADE WHERE LEAST CONSPICUOUS IN FINAL PRODUCT.
WELDING
WELDING SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND THE AWS
STANDARDS FOR FUSION AND GAS CUTTING OR WELDING. WELDING SHALL BE DONE
ON THE UNEXPOSED SIDES TO PREVENT PITTING, DISCOLORING, WELD -HALO AND
OTHER SURFACE IMPERFECTIONS.
INSTALLATION
INSTALL STRUCTURAL STUDS WHERE INDICATED ON DRAWINGS, SPACED AT 16"
CENTERS UNLESS OTHERWISE INDICATED, COMPETE WITH TRACKS AND SHOES.
ALLOW FOR DEFLECTION OF STRUCTURE ABOVE. PROVIDE DOUBLED STUDS AT JAMBS
OF ALL OPENINGS MORE THAN 16" WIDE.
TRACKS SHALL BE SECURELY ANCHORED TO THE SUPPORTING STRUCTURE AS
DETAILED ON APPROVED SHOP DRAWINGS. AT TRACK BUTT JOINTS, ABUTTING
PIECES OF TRACK SHALL BE ANCHORED TO A COMMON STRUCTURAL ELEMENT, OR
THEY SHALL BE BUTT -WELDED OR SPLICED TOGETHER.
STUDS SHALL BE PLUMBED, ALIGNED AND ATTACHED TO THE FLANGES OR WEBS OF
BOTH UPPER AND LOWER TRACKS.
05500 METAL FABRICATIONS
STEEL FABRICATIONS SHALL BE CLEAN AND FREE FROM MILLSCAE, FLAKE,
RUST, PITTING AND WARPS. PROVIDE 1 SHOP COAT OF RUST INHIBITIVE
PAINT ON STEEL.
PROVIDE MISCELLANEOUS STEEL FABRICATIONS AS NEEDED OR INDICATED
AND COMPLYING WITH THE FOLLOWING:
1. SHAPES, PLATES, AND BARS: ASTM A 36.
2. PIPE: ASTM A 53, BLACK FINISH, STANDARD WEIGHT (SCHEDULE
40), TYPE AND GRADE AS REQUIRED BY LOADING.
05400 CONT.
WALL STUD BRIDGING SHALL BE ATTACHED IN A MANNER TO PREVENT STUD
ROTATION, AND RESISTANCE TO MINOR AXIS BENDING. BRIDGING ROWS SHALL BE
SPACED AT MIDPOINT OF WALLS TO 10'-0" AND AT 5'-0" INTERVALS FOR WALLS
HIGHER THAN 10 FEET.
MAKE PROVISIONS FOR STRUCTURE VERTICAL MOVEMENT WITH VERTICAL SLIDE
CUPS OR OTHER METHODS AS INDICATED ON APPROVED SUBMITTALS.
WHERE FRAMING IS SUBJECT TO VERTICAL LOADS, PROVIDE UNIFORM AND LEVEL
BEARING SUPPORT FOR BOTTOM TRACK. CONSTRUCT SHEAR WALLS AS INDICATED,
INCLUDING BRACING AND ADDITIONAL BRIDGING AS SHOWN OR REQUIRED. PROVIDE
ALL ADDITIONAL STUDS TO RESIST HORIZONTAL COMPONENTS AS REQUIRED.
AXIALLY LOADED STUDS SHALL NOT BE SPLICED.
INSTALL SUPPORTING MEMBERS, FASTENINGS, FRAMES, HANGERS, BRACING,
BRACKETS, BOLTS, ANGLES AND OTHER ITEMS AS REQUIRED TO SET AND CONNECT
THE METAL FRAMING TO THE CONCRETE OR STEEL STRUCTURAL FRAMING.
WELD ALL CONNECTIONS IN ACCORDANCE WITH AWS D1.1, STRUCTURAL WELDING
CODE.
CONNECTIONS TO METAL DECKING: PROVIDE PREMOLDED NEOPRENE FILLER STRIPS
MATCHING THE FLUTE PROFILE FOR NON -FIRE -RATED WALLS AND PARTITIONS
COVERED ON ONE OR BOTH SIDES UP TO METAL DECKING.
easy spiriti
Jones Retail Corporation
1129 WESTCHESTER AVENUE
WHITE PLAINS, NY 10604-3539
CONSULTANT:
SPECS
DESIGN
GROUP
LLC
17 Hampden Street
Springfield, MA 01103
(413) 732-9550 Fax (413) 739-9995
PROJECT LOCATION:
EASY SPIRIT OUTLET
ADIRONDACK FACTORY
OUTLET CENTER
LAKE GEORGE, NY
SPACE XXXX
STORE #6830
ISSUE/ REVISION: DATE: REMARKS:
1.21.11 90% REVIEW TO TENANT
1.21.11 FINAL ISSUE TO LANDLORD
SEAL
PROJECT NAME: EASY SPIRIT OUTLET
DATE: 01/17/10
SCALE: AS SHOWN
DWG. BY: KJ
PROJECT NO: ####
APPVD. BY:
SHEET NO.
PM I
SHEET TITLE:
SPECIFICATIONS
DIVISION 6 - WOOD AND PLASTICS
06100 ROUGH CARPENTRY
COMPLY WITH THE FOLLOWING CODES AND STANDARDS:
1. LUMBER: PS -20.
2. PLYWOOD: PS -1 (ANSI A 199-1) OR APA PERFORMANCE STANDARDS.
UNLESS OTHERWISE INDICATED, PROVIDE THE FOLLOWING:
1. FRT PLYWOOD; IMPREGNATED WITH A CHEMICAL RETARDANT TESTED AND
LISTED BY UNDERWITERS LABORATORIES, INC (UL) TO PROVIDE 25 MAXIMUM
FLAME SPREAD WHEN TESTED IN ACCORDANCE WITH ASTM E84.
PROVIDE PLYWOOD BLOCKING WHERE INDICATED ON DRAW-
INGS.
PROVIDE BLOCKING AND NAILERS SECURELY ANCHORED TO FRAMING TO
SUPPORT APPLIED LOADING OF ITEMS INDICATED TO BE ATTACHED TO
SURFACES SUCH AS SHELVING, GRAB BARS, TOILET SCREENS, ETC.
FASTEN PLYWOOD TO BACKUP AS INDICATED AND IN COMPLIANCE WITH THE
APA "RESIDENTIAL AND COMMERCIAL DESIGN/CONSTRUCTION GUIDE."
06200 FINISH CARPENTRY
CASEWORK AND SHELVING SHALL BE APA TRADE MARKED PS -1, A -B EXTERI-
OR MARINE GRADE PLYWOOD.
FINISH CARPENTRY: COMPLY WITH CUSTOM GRADE REQUIREMENTS
OF THE FOLLOWING UNLESS OTHERWISE INDICATED:
1. THE ARCHITECTURAL WOODWORK INSTITUTE "QUALITY STANDARDS".
-IN ALL LOCATIONS EXCEPT CALIFORNIA
2. THE WOODWORK INSTITUTE OF CALIFORNIA "MANUAL OF MILLWORK.-
-IN CALIFORNIA
DIVISION 8 - DOORS AND WINDOWS
08110 STANDARD STEEL DOORS AND FRAMES
(IF REQUIRED PER DRAWINGS)
HOLLOW METAL DOORS AND FRAMES, (IF ANY): COMPLY WITH STEEL
DOOR INSTITUTE "RECOMMENDED SPECIFICATIONS STANDARD STEEL DOORS
AND FRAMES" ANSI/SDI-100 AND AS HEREIN SPECIFIED.
FIRE -RATED ASSEMBLIES (IF ANY) SHALL BE CONSTRUCTED AND INSTALLED
PER NFPA STANDARD NO. 80 AND PER ASTM E 152 WHICH ARE LABELED AND
LISTED BY A RECOGNIZED TESTING LABORATORY.
PROVIDE PRODUCTS BY ONE OF THE FOLLOWING MANUFACTURERS:
1. AMWELD DIV. OF AMERICAN WELDING AND MFG. CO.
2. CECO CORP.
3, CURRIES MFG. INC.
4. DEANSTEEL MANUFACTURING CO.
5. FENESTRA CORP.
6. KEWANEE CORP.
7. MESKER INDUSTRIES, INC.
8. REPUBLIC BUILDERS PROD. CORP.
9. STEELCRAFT MANUFACTURING CO.
10, TRUSSBILT, INC.
NON -GLAZED HOLLOW METAL DOORS: 1 3/4 INCH THICK, GRADE II HEAVY DUTY,
EITHER FULL FLUSH OR SEAMLESS COMPOSITE CONSTRUCTION, WITH A
POLYSTYRENE RIGID FOAM CORE, MINIMUM R VALUE OF 7.5.
Door faces: Minimum 18 gage.
DOORS (TO RECEIVE SPECIFIED MORTISE HARDWARE): MORTISED, REIN-
FORCED, DRILLED AND TAPPED ONLY FOR SPECIFIED MORTISED HARDWARE.
DRILL AND TAP HARDWARE IN THE FIELD (IF REQUIRED).
UNLESS OTHERWISE SPECIFIED, THE LOCATION OF LOCKS, HINGES, LATCHES,
PUSH-PULL UNITS AND BARS, EXIT DEVICES, HANDLE SETS, CLOSER REINFORC-
ING AND OTHER OPERATING HARDWARE SHALL BE IN ACCORDANCE WITH
"RECOMMENDED LOCATIONS FOR BUILDERS HARDWARE ON STANDARD STEEL
DOORS AND FRAMES" AS PUBLISHED BY THE DOOR AND HARDWARE INSTITUTE.
FRAMES: MINIMUM 16 GA., DOUBLE RABBET, JAMB DEPTH AS REQUIRED TO
ACCOMMODATE WALL THICKNESS PER DRAWINGS BY NOMINAL 2 INCH FACE,
NOMINAL 2 INCH HEAD WITH MITERED CORNERS AND DESIGNED WITH INTEGRAL
STOP AND TRIM, EXCEPT AS OTHERWISE INDICATED ON THE DRAWINGS.
NOMINAL 4 INCH HEAD MAY BE USED TO MATCH MASONRY WHEN REQUIRED.
PROVIDE EITHER KNOCKDOWN OR WELDED TYPE FRAMES UNLESS OTHERWISE
INDICATED.
SET FRAMES PRIOR TO CONSTRUCTION OF ENCLOSING WALLS. SECURE FRAME
TO FLOOR WITH MIN. 18 GA. WELDED BASE ANCHORS. SECURE FRAME TO WALL
WITH MIN. 18 GA. STEEL OR 3/16 INCH DIAMETER WIRE INSERT ANCHORS. USE
NOT LESS THAN 3 INSERT ANCHORS PER JAMB FOR OPENINGS UP TO 3 FEET
WIDE, AND USE NOT LESS THAN 4 ANCHORS PER JAMB FOR OPENINGS WIDER
THAN 3 FEET.
PRIME PAINT EXPOSED FACES OF DOORS AND FRAMES PER ANSI A224.1.
REINFORCE ALL DOORS AND FRAMES FOR SCHEDULED HARDWARE.
DOOR SILENCERS: EXCEPT ON WEATHERSTRIPPED FRAMES, DRILL STOPS
TO RECEIVE 3 SILENCERS ON STRIKE JAMBS OF SINGLE DOOR FRAMES
AND 2 SILENCERS ON HEADS OF DOUBLE DOOR FRAMES.
08710 DOOR HARDWARE
REPAIR AND REFINISH EXISTING DOORS AS NEEDED.
HARDWARE FOR FIRE -RATED ASSEMBLIES (IF ANY): CONSTRUCTED AND
INSTALLED PER NFPA STANDARD NO. 80 AND LABELED BY A RECOGNIZED
TESTING LABORATORY.
PREPARE ALL DOORS TO RECEIVE LOCKSETS WITH NUMBER 161 CUTOUTS.
INSTALL SECURITY HARDWARE AND EXIT ALARM SYSTEMS (IF ANY) BY
A SECURITY HARDWARE INSTALLER OR ALARM INSTALLER.
08800 GLASS AND GLAZING (IF ANY)
PROVIDE TYPE OF GLAZING AS INDICATED ON THE DRAWINGS AND AS
FOLLOWS:
1. IN LOCATIONS REQUIRED BY 16CFR 1201, USE SAFETY GLASS.
2. IN DOOR VISION PANELS OF ALL UNITS USE VANDAL -RESISTANT
GLAZING (MIN. 1/2 INCH) UNO.
3. WHEN TYPE OF GLAZING IS NOT SPECIFICALLY INDICATED, PROVIDE
THE FOLLOWING:
A. IN REMODELED FACILITIES: MATCH EXISTING.
B. IN NEW FACILITIES: CLEAR TEMPERED GLASS, THICKNESS AS REQUIRED
FOR INTENDED USE, JOBSITE CONDITIONS AND PER CODE.
MEET THE REQUIREMENTS FOR THE TYPES OF GLASS INDICATED ABOVE AND
ON THE DRAWINGS AS DEFINED IN ASTM C 1036 AND AS FOLLOWS:
1. CLEAR FLOAT GLASS: TYPE I (TRANSPARENT GLASS FLAT) CLASS 1
(CLEAR), QUALITY Q3 (GLAZING SELECT).
2. SAFETY GLASS: EITHER OF THE FOLLOWING:
A. TEMPERED GLASS: PER ASTM C 1048, KIND FT (FULLY TEMPERED).
B. LAMINATED GLASS: TWO GLASS SHEETS OF EQUAL THICKNESS
LAMINATED TOGETHER WITH MIN. 0.030 INCHES THICK PLASTIC
INTERLAYER EQUAL TO "SAFLEX" BY MONSANTO OR "BUTACITE" BY
DUPONT.
3. COORDINATE LOCATION OF GLASS AND COMPATABULITY OF SEALANT WITH
ADJACENT CONSTRUCTION.
DIVISION 9 - FINISHES
09110 METAL STUD SYSTEM
SUMMARY:
PROVIDE NON -LOAD BEARING METAL (STEEL) STUD FRAMING FOR GYPSUM BOARD
PARTITIONS AND CEILINGS AND ACCESSORIES, AS INDICATED ON THE DRAWINGS,
AS SPECIFIED HEREIN, AND AS NEEDED FOR A COMPLETE AND PROPER INSTALLA-
TION.
DEFINITIONS:
REFER TO ASTM STANDARD C-11 AND GYPSUM ASSOCIATION STANDARD GA -505 FOR
DEFINITIONS OF TERMS RELATED TO GYPSUM BOARD ASSEMBLIES NOT DEFINED IN
THIS SEC11ON OR IN OTHER REFERENCED STANDARDS.
QUALITY ASSURANCE:
MEET OR EXCEED MINIMUM REQUIREMENTS OF FEDERAL SPEC QQ-S698, FEDERAL
SPEC QQ-S-775D, CLASS D, ASTM STANDARDS C 645 & 646 OR GYPSUM ASSOCIA-
TION STANDARDS GA 201 & 206 FOR THE ITEM AND USE INTENDED.
USE ADEQUATE NUMBERS OF SKILLED WORKMEN WHO ARE THOROUGHLY TRAINED
AND EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR
WITH THE SPECIFIED REQUIREMENTS AND THE METHODS NEEDED FOR PROPER
PERFORMANCE OF THE WORK OF THIS SECTION.
IN ADDITION TO COMPLYING WITH PERTINENT CODES AND REGULATIONS OF
GOVERNMENTAL AGENCIES HAVING JURISDICTION, COMPLY WITH PERTINENT
RECOMMENDATIONS CONTAINED IN "SPECIFICATIONS FOR METAL LATHING AND
FURRING" PUBLISHED BY THE METAL LATH/STEEL FRAMING ASSOCIATION.
USE METAL FRAMING MEMBERS FOR GYPSUM BOARD ASSEMBLIES FROM ONE MANU-
FACTURER THAT EITHER SUPPLIES GYPSUM BOARD AND OTHER PANEL PRODUCTS
OR FROM A MANUFACTURER ACCEPTABLE TO THE GYPSUM BOARD MANUFACTURER.
METAL STUDS AND ACCESSORIES:
MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE METAL
FRAMING AND FURRING PRODUCTS BY ONE OF THE FOLLOWING:
1. CLARK STEEL FRAMING.
2. CONSOLIDATED SYSTEMS, INC.
3. DALE INDUSTRIES, INC.
4. DIETRICH INDUSTRIES, INC.
5. MARINO INDUSTRIES CORP.
6. GOLD BOND BUILDING PRODUCTS DIV., NATIONAL GYPSUM CO.
7. UNIMAST INC.
METAL STUDS AND RUNNERS (TRACKS):
1. PROVIDE TYPE I, C -SHAPED GALVANIZED STEEL STUDS, MINIMUM 1 INCH
FLANGE WITH EDGES BENT BACK 90 DEGREES AND DOUBLED OVER TO FORM
3/16 MINIMUM UP (RETURN), AND TYPE I, C -SHAPED GALVANIZED STEEL
RUNNERS(TRACKS) COMPLYING WITH THE FOLLOWING MINIMUM
REQUIREMENTS:
A. THICKNESS: (22 GAGE), UNLESS OTHERWISE INDICATED.
B. DEPTH: 3-5/8 INCHES AND 6 INCHES UNLESS OTHERWISE INDICATED.
C. PROTECTIVE COATING: MANUFACTURER'S STANDARD CORROSION -
RESISTANT COATING.
D. ALLOWABLE DEFLECTION LOAD: L/240.
MAIN RUNNER CHANNELS: 1-1/2 OR 2 INCH COLD ROLLED STEEL CHANNEL AS PER
DRAWINGS, MINIMUM 0.054 INCHES, GALVANIZED.
CROSS FURRING CHANNELS: 3/4 INCH COLD ROLLED STEEL CHANNEL, MINIMUM
0.054 INCHES, GALVANIZED.
RIGID FURRING CHANNELS: 7/8 INCH HAT SHAPED CHANNEL, MINIMUM 0.0179
INCHES, GALVANIZED.
RESILIENT FURRING CHANNELS: 1/2 INCH HAT SHAPED CHANNEL WITH RESILIENT
LEGS, MINIMUM BASE STEEL OF 0.019 INCHES, GALVANIZED.
"Z" FURRING CHANNELS: MANUFACTURER'S STANDARD 1, 1-1/2, AND 2 INCH
Z -SHAPED CHANNELS AS INDICATED ON THE DRAWINGS WITH MINIMUM BASE STEEL
OR 0.0179 INCHES, GALVANIZED AND COMPLYING WIT ASTM C 647.
ACCESSORIES
PROVIDE ALL ACCESSORIES INCLUDING, BUT NOT LIMITED TO, TRACKS, CLIPS,
ANGLED MOLDINGS, ANCHORS, FASTENING DEVICES, AND RESILIENT CUPS AND
OTHER ACCESSORIES REQUIRED FOR A COMPLETE AND PROPER INSTALLATION,
AND AS RECOMMENDED BY THE MANUFACTURER OF THE METAL FRAMING USED.
USE SCREWS COMPLYING WITH ASTM C 646, C 954 AND GA -201 &206, HARDENED
SCREWS.
SURFACE CONDITIONS
EXAMINE THE AREAS AND CONDITIONS UNDER WHICH WORK OR THIS SECTION WILL
BE PERFORMED. CORRECT CONDITIONS DETRIMENTAL TO TIMELY AND PROPER
COMPLETION OF THE WORK. DO NOT PROCEED UNTIL UNSATISFACTORY CONDI-
TIONS ARE CORRECTED.
INSTALLATION
INSTALL IN ACCORDANCE WITH ASTM STANDARD C 754, METAL FRAMING, ASTM C
840 REQUIREMENTS THAT APPLY TO FRAMING INSTALLATION AND PER MANUFAC-
TURER'S RECOMMENDATIONS.
SPACING: MINIMUM 16 INCHES ON CENTER, OR AS REQUIRED TO COMPLY WITH
PERTINENT REGULATIONS, AND TO GIVE PROPER SUPPORT FOR THE COVERING
MATERIALS AS INDICATED ON DRAWINGS.
PARTITION HEIGHTS: MINIMUM 6 INCHES ABOVE SUSPENDED CEILING, OR TO
BOTTOM OF ROOF OR FLOOR CONSTRUCTION ABOVE. INSTALL ADDITIONAL
BRACING FOR PARTITIONS EXTENDING ABOVE CEILINGS.
COORDINATE AND PROVIDE REQUIRED BACKING AND OTHER SUPPORTS FOR ITEMS
TO BE MOUNTED ON THE FINISHED COVERINGS.
ERECT FREE-STANDING METAL STUD FRAMING TIGHT TO CONCRETE OR CONCRETE
MASONRY WALLS; ATTACH BY ADJUSTABLE FURRING BRACKETS IN ACCORDANCE
WITH MANUFACTURER'S INSTRUCTIONS.
ERECT FURRING CHANNELS HORIZONTALLY, WITH MAXIMUM SPACING OF 16 INCHES
(400 MM) ON CENTER. INSTALL FURRING AS REQUIRED FOR FIRE RESISTANCE
RATINGS AS REQUIRED BY CODE. COORDINATE REQUIREMENTS FOR PIPES AND
OTHER ITEMS DESIGNED TO BE HOUSED WITHIN THE PARTITION AND WALL SYS-
TEM.
LEVEL BY USE OF GOOD GRADE COMMERCIAL GROUT, WATER -PROOF, NON -SHRINK
MAS11C BED OR BY OTHER MEANS APPROVED BY THE OWNER. PROVIDE
CONTINUOUS SOLID BEARING UNDER FLOOR RUNNER MEMBERS OF METAL STUD
PARTITIONS AND WALLS.
FRAME DOOR OPENINGS TO COMPLY WITH DETAILS INDICATED, PER GA -219 AND
APPLICABLE PUBLISHED RECOMMENDATIONS OF GYPSUM BOARD MANUFACTURER.
ATTACH VERTICAL STUDS AT JAMBS WITH SCREWS EITHER DIRECTLY TO FRAMES
OR TO JAMB ANCHOR CUPS ON DOOR FRAMES; INSTALL RUNNER TRACK SECTION
(FOR CRIPPLE STUDS) AT HEAD AND SECURE TO JAMB STUDS.
EXTEND VERTICAL JAMB STUDS THROUGH SUSPENDED CEILINGS AND ATTACH TO
UNDERSIDE OF FLOOR OR ROOF STRUCTURE ABOVE, OR INSTALL ADDITIONAL
BRACING FOR VERTICAL JAMB STUDS EXTENDING ABOVE CEILINGS AS REQUIRED.
09250 GYPSUM BOARD
SUMMARY
PROVIDE GYPSUM BOARD, JOINT TREATMENT PRODUCTS AND ACCESSORIES WHERE
SHOWN ON THE DRAWINGS, AS SPECIFIED HEREIN, AND AS NEEDED FOR A COM-
PLETE AND PROPER INSTALLATION.
RELATED WORK:
SEC11ON 09110 - METAL STUD SYSTEM CONTAINS REQUIRE-
MENTS FOR METAL FRAMING AND FURRING THAT RELATE TO THIS SECTION.
QUALITY ASSURANCE
USE ADEQUATE NUMBERS OF SKILLED WORKMEN WHO ARE THOROUGHLY TRAINED
AND EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR
WITH THE SPECIFIED REQUIREMENTS AND THE METHODS NEEDED FOR PROPER
PERFORMANCE OF THE WORK OF THIS SECTION.
PERFORM WORK IN ACCORDANCE WITH GYPSUM ASSOCIA11ON STANDARDS GA201 -
GYPSUM BOARD FOR WALLS AND CEILINGS, GA216 - RECOMMENDED SPECIFICA-
110NS FOR THE APPLICATION AND FINISHING OF GYPSUM BOARD AND ASTM
STANDARD C 840 - SPECIFICATION FOR APPLICATION AND FINISHING OF GYPSUM
BOARD.
FIRE -TEST -RESPONSE CHARACTERISTICS: WHERE FIRE -RATED GYPSUM BOARD
ASSEMBLIES ARE INDICATED, PROVIDE MATERIALS AND CONSTRUCTION IDENTICAL
TO THOSE OF ASSEMBLIES TESTED FOR FIRE RESISTANCE PER ASTM E 119 BY AN
INDEPENDENT TESTING AND INSPECTING AGENCY ACCEPTABLE TO AUTHORITIES
HAVING JURISDICTION.
FIRE RESISTANCE RATINGS: AS INDICATED BY REFERENCE TO GYPSUM ASSOCIA-
TION FILE NUMBERS IN GA -600 "FIRE RESISTANCE DESIGN MANUAL" OR TO
DESIGN DESIGNATIONS IN UL "FIRE RESISTANCE DIRECTORY" OR IN THE LIST-
ING OF ANOTHER TESTING AND INSPECTING AGENCY ACCEPTABLE TO AUTHORITIES
HAVING JURISDICTION.
USE EACH TYPE OF GYPSUM BOARD AND OTHER PRODUCTS AND FINISHING MATERI-
AL FROM ONE MANUFACTURER THAT EITHER SUPPLIES GYPSUM BOARD AND OTHER
PANEL PRODUCTS OR FROM A MANUFACTURER ACCEPTABLE TO THE GYPSUM BOARD
MANUFACTURER.
GYPSUM BOARD AND RELATED PRODUCTS
MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE GYPSUM
BOARD AND RELATED PRODUCTS BY ONE OF THE FOLLOWING MANUFACTURER'S:
1. DOMTAR GYPSUM.
2. GEORGIA -PACIFIC CORP.
3. GOLD BOND BUILDING PRODUCTS DIV., NATIONAL GYPSUM CO.
4. UNITED STATES GYPSUM CO.
GYPSUM BOARD:
1. STANDARD TYPE: 5/8 INCH MINIMUM THICKNESS WITH TAPERED EDGES MEETING
REQUIREMENTS OF ANSI/ASTM C 36 UNLESS OTHERWISE INDICATED.
2. MOISTURE RESISTANT TYPE: 5/8 INCH MINIMUM THICK WITH TAPERED EDGES
MEETING REQUIREMENTS OF ASTM C 630 UNLESS OTHERWISE INDICATED.
3. FIRE RATED TYPE: TYPE "X", 5/8 INCH THICK WITH TAPERED EDGES,
MEETING REQUIREMENTS OF ANSI/ASTM C 36. USE IN BOTH DRY AND
MOISTURE RESISTANT ASSEMBLIES; ELSEWHERE USE EITHER STANDARD OR
TYPE "X" OR MOISTURE RESISTANT GYPSUM WALLBOARD AS REQUIRED.
4. CEILING SURFACES: SAG -RESISTANT TYPE, 5/8 INCH MINIMUM THICK WITH
TAPERED EDGES MEETING REQUIREMENTS OF ANSI/ASTM C 36 UNLESS OTHER-
WISE INDICATED.
ACCESSORIES :
1. CORNER BEAD: FORMED GALVANIZED STEEL ANGLE, MIN. BASE STEEL 0.014
IN. THICK, AND COMPLYING WITH ASTM STANDARD C 1047.
2. CASING BEAD: FORMED GALVANIZED STEEL TRIM, MIN. BASE STEEL 0.014
IN. THICK, AND COMPLYING WITH ASTM STANDARD C 1047.
3. SCREWS: TYPE "S" OR "W" BUGLE HEAD SCREWS COMPLYING WITH ASTM
STANDARD C 954 OR C 1002 OR BOTH WITH HEADS, LENGTH, THREADS,
POINTS, AND FINISH AS RECOMMENDED BY THE MANUFACTURER.
4. JOINT MATERIALS: CONFORM TO ANSI/ASTM STANDARD C475 OR GYPSUM
ASSOCIATION STANDARDS GA 201 AND GA 216; REINFORCING TAPE, JOINT
COMPOUND, ADHESIVE AND WATER.
INSTALLATION
EXAMINE ALL SURFACES TO RECEIVE GYPSUM BOARD, AND MAKE CERTAIN THAT
FRAMING IS PLUMB AND TRUE.
CUT GYPSUM BOARD BY SCORING OR BY SAWING, WORKING FROM THE FACE SIDE
WHEN CUTTING BY SCORING, THE PAPER FACE SHALL BE CUT WITH A KNIFE.
NEATLY CUT GYPSUM BOARD TO FIT ALL OUTLETS AND SWITCH BOXES. WHERE.
GYPSUM BOARD MEETS PROJECTING SURFACES, SCRIBE AND CUT NEATLY.
APPLY SINGLE -LAYER GYPSUM BOARD WITH LONG DIMENSION PARALLEL TO FRAMING
MEMBERS, AND ALL ABUTTING ENDS OVER FRAMING MEMBERS. STAGGER END JOINT.
SCREW SPACING: SPACE SCREWS AT MINIMUM 8" O.C. AROUND THE PERIMETER
AND 12" O.C. ON THE INTERMEDIATE STUDS. SPACE SCREWS AS REQUIRED TO
MEET FIRE RATING REQUIREMENTS.
GYPSUM BOARD OF THE MAXIMUM PRACTICAL LENGTH SHALL BE USED TO MINIMIZE
END JOINTS. ALL END JOINTS SHALL BE NEATLY FILED AND STAGGERED. JOINTS ON
OPPOSITE SIDE OFTHE PARTITIONS SHALL BE SO ARRANGED AS TO OCCUR ON
DIFFERENT STUDS.
AT DOOR OPENINGS, CUT GYPSUN BOARD SO THAT NO JOINTS OCCUR WITHIN 12" OF
THE UPPER CORNERS OF DOOR OPENINGS.
APPLY AND FINISH GYPSUM BOARD IN ACCORDANCE WITH GA 201, AND GA 216,
AND PER MANUFACTURER'S INSTRUCTIONS. FINISHING (TAPING, FILLING, AND
SANDING) IS NOT REQUIRED ON SURFACES WHERE GYPSUM BOARD WILL BE COV-
ERED BY ANOTHER MATERIAL OF SUFFICIENT THICKNESS TO PREVENT TELEGRAPH-
ING THROUGH OF JOINTS AND NAIL SETS. FIRE RATED ASSEMBLIES (IF ANY)
MUST BE FINISHED AS REQUIRED TO MEET REQUIRED RATING REGARDLESS F
FINISH.
PLACE CORNER BEADS AT EXTERNAL CORNERS. USE LONGEST PRACTICAL LENGTH.
PLACE EDGE TRIM WHERE GYPSUM BOARD ABUTS DISSIMILAR MATERIALS.
TAPE, FILL, AND SAND EXPOSED JOINTS, EDGES, AND CORNERS TO PRODUCE
SMOOTH SURFACE READY TO RECEIVE FINISHES.
FEATHER COATS ONTO SURFACES SO THAT CAMBER IS MAXIMUM 1/16 INCH
(1.16 MM).
TOLERANCES: MAXIMUM VARIATION FROM TRUE FLATNESS: 1/8 INCH IN 10 FEET
(3 MM IN 3 M) IN ANY DIRECTION.
09310 PORCELAIN AND CERAMIC TILE : THIN SET
(G.C. SHALL CONFIRM INSTALLATION REQUIREMENTS
AND RECOMMENDATIONS WITH TILE MANUFACTURER)
INSTALL TILE PER TCA "HANDBOOK FOR CERAMIC TILE INSTALLATION"
RECOMMENDATIONS FOR SPECIFIED TILE PRODUCT, INTENDED USE
AND JOBSITE CONDITIONS.
NOMINAL TILE JOINT THICKNESS: PER FINISH SCHEDULE AND MANF.
SET TILE USING "TILE MATE", GRAY (TCA -759), BY BOSTICK CONSTRUC-
TION PRODUCTS/UPCO DIVISION OF EMHART CORPORATION (215-674-5600),
OR OTHER THIN SET MORTAR COMPLYING WITH ANSI A118.1. INSTALLA-
TION OF CERAMIC TILE WITH DRY SET PORTLAND CEMENT SHALL COMPLY
WITH ANSI A108.5.
GROUT TILE USING OWNER APPROVED GROUT PER FINISH SCHEDULE.
INSTALLATION OF GROUT IN WALL TILE WORK SHALL COMPLY WITH ANSI A108.10.
DO NOT GROUT INSIDE CORNERS: SEAL INSIDE CORNERS AND EXPOSED
EDGES ABUTTING OTHER MATERIALS (FRP,STAINLESS STEEL, ETC.) WITH
SILICONE SEALANT TO MATCH GROUT COLOR.
LOCATE EXPANSION JOINT OVER CHANGE OF SUBSTRATE (IF ANY) AND PER
TCA RECOMMENDATIONS.
SEAL ALL TILE GROUT JOINTS WITH OWNER APPROVED GROUT SEALER AND
PER MANUFACTURER'S WRITTEN INSTRUCTIONS.
PROVIDE ZINC STRIPS AT TRANSITIONS AS INDICATE ON PLANS.
09510 ACOUSTICAL CEILING SYSTEMS (IF REQUIRED ON DRAWINGS)
EXISTING ACOUSTICAL CEILING SYSTEMS AS FOLLOWS:
MATCH EXISTING IN TEXTURE, SHAPE AND COLOR AS CLOSE AS POSSIBLE
TO PROVIDE AN APPEARANCE INDISTINGUISHABLE FROM EXISTING, UNLESS
OTHERWISE INDICATED.
NEW ACOUSTICAL CEILING SYSTEMS AS FOLLOWS:
PROVIDE CEILING SYSTEMS ASSEMBLIES TO MEET LOCAL GOVERNING FIRE
RESISTIVE CODES AND STANDARDS AND LOCAL GOVERNING STRUCTURAL
CODES AND STANDARDS.
PROVIDE AND INSTALL COMPLETE ACOUSTICAL CEILING TILE GRID SYSTEM.
CEILING GRIDS SHALL HAVE STARTING POINT AS INDICATED ON THE
CONSTRUCTION DOCUMENTS. EVERY EFFORT SHALL BE MADE TO INSURE THAT
FULL TILES ARE IN THE DIRECT CUSTOMER VIEW, AND CUTTING OF TILES
OCCURS ALONG THE SIDES AND REAR OF SPACES.
INCLUDE ALL ACCESSORIES SUCH AS BRIDGING, TRACK, ETC. PROVIDE ALL
MISCELLANEOUS BOLTS, CLIPS, ANCHORS, ANGLES, BRACKETS, SLEEVES,
FASTENERS, AND OTHER METAL ITEMS AS REQUIRED
SPACE 8 GAUGE HANGER WIRES AT 48" O.C. ALONG CARRYING CHANNELS AND
WITHIN 6" OF ENDS OF CARRYING CHANNEL RUN. IN CONCRETE, ANCHOR
HANGERS BY ATTACHMENT TO REINFORCING STEEL, BY LOOPS EMBEDDED AT
LEAST 2" ORBY APPROVED INSERTS.
INSTALL 1-1/2" CARRYING CHANNELS AT 48" O.C. AND WITHIN 6" OF WALL.
POSITION CHANNELS FOR PROPER CEILING HEIGHT, LEVEL, AND SECURE WITH
HANGER WIRES ADDLE -TIED ALONG CHANNEL. PROVIDE 1" CLEARANCE BETWEEN
RUNNERS AND ABUTTING WALLS AND PARTITIONS. AT CHANNEL SPLICES,
INTERLOCK FLANGES, OVERLAP ENDS 12" AND SECURE EACH END WITH
DOUBLE -STRAND 18 GAUGE 11E WIRE.
ERECT METAL FURRING CHANNELS AT RIGHT ANGLES TO 1-1/2" CARRYING
CHANNELS OR MAIN SUPPORT MEMBERS. SPACE FURRING AT 16" O.C. AND WITHIN
6" OF WALLS. PROVIDE 1" CLEARANCE BETWEEN FURRING TO CARRYING CHANNELS
WITH CLIPS OR SADDLE -TIES TO SUPPORTS WITH DOUBLE -STRAND 18 GAUGE
TIE WIRE.
AT LIGHT TROFFERS, OR ANY OPENING THAT INTERRUPTS THE CARRYING OR
FURRING CHANNELS, INSTALL ADDITIONAL CROSS -REINFORCING TO RESTORE
LATERAL STABILITY.
ALSO REFER TO DETAILS IN THE DRAWING SET OF CONTRACT DOCUMENTS.
09900 PAINTING
USE PAINT AND RELATED PRODUCTS PER THE MANUFACTURER'S
SPECIFICAITONS.
CLEAN ALL SURFACES TO BE PAINTED OF LOOSE DIRT, GREASE, AND DUST
BEFORE WORK IS STARTED.
PAINTED DRYWALL TO RECEIVE ONE COAT OF LATEX PRIMER AND TWO
COATS OF SPECIFIED PAINT UNLESS OTHERWISE NOTED. TINT PRIMER TO
APPROXIMATE SHADE OF THE FINAL COAT. TOUCH-UP ALL SUCTION SPOTS
OR HOT SPOTS AFTER APPLICATION OF FIRST COAT, AND BEFORE APPLYING
SECOND COAT, TO PRODUCE AN EVEN RESULT IN THE FINISH COAT. FOLLOW.
MANUFACTURER'S RECOMMENDATIONS FOR DRYING TIME BETWEEN COATS.
WASH ALL METAL SURFACES WITH MINERAL SPIRITS TO REMOVE ALL DIRT
AND GREASE BEFORE APPLYING FINISH. WHERE RUST AND/OR SCALE IS
PRESENT, WIRE BRUSH OR SAND CLEAN BEFORE APPLYING..
PUTTY ALL NAILHOLES, COUNTERSUNK SCREWS, BOLTS, CRACKS, ECT..
BEFORE APPLYING PAINT.
SAND ALL WOOD SURFACES SMOOTH AND EVEN BEFORE APPLYING FINISH.
BEFORE STARTING FINISH WORK, REMOVE HARDWARE ACCESSORIES,
PLATES, LIGHTING FIXTURES AND SIMILAR ITEMS, OR PROVIDE AMPLE
PROTECTION FOR SUCH ITEMS.
WOOD DOORS: SEAL BOTTOMS, TOPS AND EDGES. SAND ALL WOOD
FACES OF DOORS BEFORE FINISHING.
PAINT ALL REGISTERS, LOUVERS, GRILLS, EXPOSED PIPING, ACCESS DOOR
VENTS, EQUIPMENT MOUNTING BOARDS, ETC. PAINT TO MATCH
ADJACENT WORK UNLESS OTHERWISE SPECIFIED IN CONTRACT
DOCUMENTS.(FACTORY FINISHED ITEMS ARE NOT TO BE PAINTED O.U.N.)
SAND ENAMELED FINISH APPLIED TO WOOD OR METAL BETWEEN COATS
WITH FINE SANDPAPER TO PRODUCE AN EVEN, SMOOTH FINISH.
MAKE FINISH WORK UNIFORM WITH APPROVED FINISH, SMOOTH FREE OF
RUNS, SAGS, AND DEFECTIVE BRUSHING AND CLOGGING. MAKE EDGES OF
PAINT ADJOINING OTHER MATERIALS OR COLORS SHARP AND CLEAN
WITHOUT OVERLAPPING.
DOORS, FRAMES, AND OTHER INTERIOR TRIM SHALL BE PAINTED WITH
ONE (1) COAT OF PRIMER AND TWO (2) FINISH COATS OF LATEX GLOSS
ENAMEL IN BENJAMIN MOORE COLORS AS SPECIFIED IN THE FINISH
SCHEDULE (SEE FINISH SPECIFICATIONS BOOK). ENAMEL SHALL BE APPLIED
SPRAY OR BRUSH ONLY. NO ROLLERS SHALL BE USED TO APPLY ENAMEL
TO ANY TRIM.
EXCEPT WHERE INDICATED, AND WHETHER OR NOT SPECIFICALLY OTHERWISE
INDICATED, PAINT ALL EXPOSED SURFACES AND RE -PAINT ALL EXPOSED
PAINTEDISTAINED SURFACES PER THE "ARCHITECTURAL SPECIFICATION
MANUAL BY PDCA, EXCEPT AS FOLLOWS:
1. PREFINISHED OR INTEGRALLY COLORED ITEMS SUCH AS ACOUSTIC MATERIALS,
PREFIN-ISHED PANELING, PLASTIC LAMINATE, ETC.
2. ANODIZED ALUMINUM, STAINLESS STEEL, COPPER AND SIMILAR
METALS; CONCRETE, MASONRY AND FACE BRICK.
3. OPERATING PARTS OF MECHANICAL EQUIPMENT.
4. LABELS AND PLATES INDICATING CODE APPROVALS, PERFORMANCE
RATING, IDENTIFICATION, ETC.
PROVIDE PAINT MATERIALS (INCLUDING STAINS, VARNISHES, FILLERS,
ETC.) AS MANUFACTURED BY ONE OF THE FOLLOWING:
1. DEVOE AND RAYNOLDS CO.
2. GLIDDEN COATINGS AND RESINS, DIVISION OF SCM CORP.
3. BENJAMIN MOORE AND CO.
4. PITTSBURGH PAINTS DIVISION OF PPG INDUSTRIES
5. PRATT AND LAMBERT
6. THE SHERWIN-WILLIAMS COMPANY
7. PORTER PAINT CO.
8. DUNN EDWARDS
GENERAL SURFACE PREPARATION: PREPARE NEW AND EXISTING SURFACES
AS REQUIRED PER THE "ARCHITECTURAL SPECIFICATION MANUAL" BY
PAINTING AND DECORATING CONTRACTORS OF AMERICA (PDCA).
PAINT AS FOLLOWS: PROPRIETARY NAMES ARE USED TO DESIGNATE COLOR
AND QUALITY; EQUIVALENT BY ABOVE-NAMED MANUFACTURER MAY BE SUB-
STITUTED:
A. FERROUS METAL (DOES NOT INCLUDE ROOF REPAINT SYSTEMS):
1. SURFACE PREPARATIONS: SEE ABOVE.
2. APPLICATION:
A. PRIME COAT: 1 COAT BENJAMIN MOORE IRONCLAD RETARDO
PRIMER, #163 BASE, IF NOT FACTORY PRIMED. TINT AS
REQUIRED.
B. FINISH WITH 2 COATS BENJAMIN MOORE IMPERVO HIGH GLOSS
ALKYD ENAMEL AS FOLLOWS:
1. EXTERIOR FACE OF EXTERIOR HOLLOW METAL DOORS, BOL
LARDS, AND OTHER MISCELLANEOUS FERROUS METAL NOT
OTHERWISE INDICATED ON DRAWINGS: COLOR AS
SCHEDULED.
2. INTERIOR HOLLOW METAL DOORS AND FRAMES: MATCH COLOR
OF ADJACENT WALL FINISH OR AS SCHEDULED.
B. INTERIOR GYPSUM BOARD (IF ANY): (WALLS AND CEILINGS).
1. PRIME COAT AS FOLLOWS: 1 COAT OF SHERWIN WILLIAMS "PRO -
MAR" LATEX WALL PRIMER, #B28 W1, OR BENJAMIN MOORE #201-
00 PRIMER/SEALER, SPOT PRIME AS REQUIRED.
2. FINISH COATS AS FOLLOWS: 2 COATS OF SHERWIN WILLIAMS
"PRO -MAR" 200 ALKYD EGG -SHELL ENAMEL OR BENJAMIN MOORE
AQUAVELVET #319 EGG -SHELL LATEX ENAMEL. COLOR: AS
SCHEDULED.
eas y spint
Jones Retail Corporation
1129 WESTCHESTER AVENUE
WHITE PLAINS, NY 10604-3539
CONSULTANT-
SPEC'S
DESIGN
GROUP
LLC
17 Hampden Street
Springfield, MA 01103
(413)732-9550 Fax(413)739-9995
PROJECT LOCATION:
EASY SPIRIT OUTLET
ADIRONDACK FACTORY
OUTLET CENTER
LAKE GEORGE, NY
SPACE #XXXX
STORE #6830
ISSUE/ REVISION: DATE: REMARKS:
1.21.11 90% REVIEW TO TENANT
1.21.11 FINAL ISSUE TO LANDLORD
SEAL
PROJECT NAME: EASY SPIRIT OUTLET
DATE: 01/17/10
SCALE: AS SHOWN
DWG. BY. KJ
PROJECT NO: #1(
APPVD. BY -
SHEET N0.
SP -2
SHEET TITLE:
SPECIFICATIONS
MALL
ENTRANCE
—ICV
N
I
00
EXISTING
N
I
DEMOLITION
SCALE: 1/4" = 1'-0"
O
LO I
it
2�II
EXISTING 1
ELETRICAL
PANEL BOARD -
REMOVE DOOR
& WALL
MOVE
OR
w
65'-0"
SERVICE C❑RRID❑R
GC IS RESPONSIBLE FOR NOT DISRUPTING THE
OPERATION OF ALL EXISTING SYSTEMS AT ALL
TIMES, GC TO NOTIFY JNY PROJECT MANAGER OF
ANY SYSTEMS NOT OPERATIONAL PRIOR TO
STARTING DEMOLITION
GC IS NOT TO DEMO ANY EXISTING THERMOSTAT
WIRING, THERMOSTATS, BURGLAR ALARMS OR
COMPONENTS, SPEAKER SYSTEMS, SMOKE
EVACUATION OR ASSOCIATED COMPONENTS, ETC.
ALL EXISTING WIRING AND COMPONENTS MUST BE
RETAINED AND REINSTALLED AT COMPLETION OF
PROJECT IN PROPER WORKING ORDER. IF THERE
ARE ANY DISCREPANCIES BETWEEN THIS NOTE AND
PLANS. GC MUST CONTACT PROJECT MANAGER
ASAP
Symbol Legend
r\
EXISTING DOOR EXISTING DOOR
TO REMAIN \ TO BE REMOVED
- - - - - - - - — DEMOLITION WALLS
EXISTING CONSTRUCTION TO REMAIN
PATCH AS REQUIRED PER CODE/L.L.
EXTERI❑R
ENTRANCE
General Demolition Notes
• GENERAL CONTRACTOR TO VISIT JOBSITE PRIOR TO SUBMITTING BID TO
ASCERTAIN EXTENT OF DEMOLITION AND VERIFICATION OF ALL DIMENSIONS.
IF A DISCREPANCY IS FOUND PLEASE PLEASE CONTACT SPEC'S DESIGN
GROUP AS SOON AS POSSIBLE AT 413.732.9550 EXT.207.
• GENERAL CONTRACTOR TO REMOVE ALL INTERIOR WALLS (SHOWN
DASHED ON PLAN), CASEWORK, FIXTURES, INTERIOR FLOOR AND
WALL FINISHES, ONLY AS REQUIRED FOR THE COMPLETION OF NEW CONSTRUCTION.
• ONCE SPACE HAS BEEN DEMOLISHED IT IS THE TENANT'S GENERAL
CONTRACTOR'S RESPONSIBILITY TO PROVIDE AN ACCURATE
FOOT—PRINT DRAWING OF THE SPACE SHOWING ANY FIELD CONDITIONS
NOT REFLECTED ON THE BID DOCUMENTS; ALSO VERIFY ACTUAL
SQUARE FOOTAGE.
• DEMOLITION SHALL NOT BE LIMITED SOLELY TO ITEMS SPECIFICALLY
SHOWN IN THE DRAWINGS. THE INTENT IS TO SHOW THE GENERAL SCOPE
OF DEMOLITION REQUIRED TO PREPARE THE SPACE FOR NEW CONSTRUCTION.
• COMPLY WITH APPLICABLE LOCAL, STATE AND FEDERAL CODES, AS
WELL AS REGULATIONS PERTAINING TO SAFETY OF PERSONS, PROPERTY,
AND ENVIRONMENTAL PROTECTION.
• PROVIDE, ERECT AND MAINTAIN BARRICADES, LIGHTING AND LIFE SAFETY
AS REQUIRED BY APPLICABLE CODES, LAWS AND REGULATIONS TO PROTECT
THE PUBLIC AND WORKERS AND PER LANDLORD REQUIREMENTS.
• REMOVE FROM SITE AND LEGALLY DISPOSE OF DAILY ALL REFUSE,
DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM DEMOLITION
OPERATIONS. SITE TO BE LEFT BROOM CLEAN READY TO RECEIVE
NEW INSTALLATION.
• ALL NON—PLENUM RATED CABLE AND OTHER COMBUSTIBLES SHALL BE
REMOVED FROM PLENUM IN AREA OF TENANT IMPROVEMENTS AND ALL
COMMON AREAS CABLE PASSES THROUGH.
eas y spi rit
Jones Retail Corporation
1129 WESTCHESTER AVENUE
WHITE PLAINS, NY 10604-3539
CONSULTANT-
SPEC'S
DESIGN
GROUP
LLC
17 Hampden Street
Springfield, MA 01103
(413) 732-9550 Fax (413) 739-9995
PROJECT LOCATION:
EASY SPIRIT OUTLET
ADIRONDACK FACTORY
OUTLET CENTER
LAKE GEORGE, NY
SPACE #XXXX
STORE #6830
ISSUE/ REVISION: DATE: REMARKS:
1.21.11 907E REVIEW TO TENANT
1.21.11 FINAL ISSUE TO LANDLORD
SEAL
PROJECT NAME:
EASY SPIRIT OUTLET
DATE:
01/17/10
SCALE:
AS SHOWN
DWG. BY-
KJ
PROJECT NO:
##
APPVD. BY:
SHEET NO.
D-1
SHEET TITLE:
DEMOLITION PLAN
2
3
MALL
ENTRANCE
ESO -LF -2A ESO -LF -2 ESO -LF -1A ESO- F74 ESO -LF -2 ;:' ESO -LF -2B
�GYP 1 8'-0' )
CV
1
CONSTRUCTION
SCALE: 1/4" = 1'-0"
T , Floor Transition Detail
I . I SCALE: N.T.S.
VCT
2 /930/101 MERCER CARPET
REDUCER
C-1 PET
(D92
Floor Transition Detail
SCALE: N.T.S.
ING
AT
NOTE:
GC IS RESPONSIBLE FOR NOT DISRUPTING THE OPERATION OF ALL
EXISTING SYSTEMS AT ALL TIMES GC TO NOTIFY THE JNY PROJECT
MANAGER OF ANY SYSTEM NOT OPERATIONAL PRIOR TO STARING
DEMOLITION.
GC IS NOT TO DEMO ANY EXISTING SYSTEMS INCLUDING BUT NOT
UMITED TO THERMOSTAT MIRING, THERMOSTATS, BURGLER ALARMS
OR SOMPONENTS, FIRE ALARM COMPONENTS, SPEAKER SYSTEMS,
SMOKE EVACUATION OR ASSOCIATED COMPONENTS, ETC.
ALL EXISTING WIRING DEVICES AND COMPONENTS MUST BE
RETAINED AND REINSTALLED AT COMPLETION OF PROJECT IN
PROPER WORKING ORDER IF THERE ARE ANY DISCREPANCIES
BETWEEN THIS NOTE AND PLANS, rC MUST CONTACT PROJECT
MANAGER ASAP
PLAN
Wall Types
EXISTING 20 GAUGE METAL STUDS 16' O.C. WITH 5/8" TYPE 'X' GYP. BD.
1 BOTH SIDES FROM FLOOR TO DECK ABOVE (UNLESS NOTED OTHERMSE).
(MOISTURE RESISTANT AT LAV.) BRACE TO STRUCTURE ABOVE CEILING W/
KICKERS AT 4'-0" O.C. AS REQ'D. MAINTAIN/RESTORE FIRE RATING.
EXISTING NON -RATED WALL STUDS 16" O.C. NTH 5/8" TYPE 'X' GYP. BD.
FBOTH SIDES TO 3"ABOVE CLG. (UNLESS NOTED OTHERWISE). (MOISTURE
1W-
RESISTANT AT LAV.) BRACE TO STRUCTURE ABOVE CEILING W/ KICKERS AT
4'-0' O.C. AS REQ'D. MAINTAIN/RESTORE FIRE RATING.
11 EXISTING DEMISING PARTITION: METAL STUDS W/ 5/8" GYP. BD. TGC TO 31
VERIFY FIREWALLS AND REPAIR AS REQUIRED TO MEET ONE HOUR FIRE
SEPARATION. 465 U.L. ONE HOUR RATED WALL
Door Schedule
8' High Stock Shelving Units
DOOR #
LOCATION
SIZE
MATERIAL
THICKNESS
DOOR FRAME
MATERIAL
FIRE
RATIN
HARDWARE
REMARKS
10
STOREFRONT ENTRY(2)
72 PRS.
ALUM/
(4'W. X 8'H.)
H.M.
_
SET 1
T.sa m
BENJAMIN MOORE
DECORATOR WHITE
3'-0" x 7'-0'
GLASS
_
Qty.
SEMI -GLOSS ON TRIM
AS REVD.
AM x-Cx"xUE
O2
SALES/STOCK
3'-6' x 6'-B"
METAL
-
H.M.
--------
SET 2
T.G.C. TD PPEP/ PANT, AM
T-1
TILE
STONE GALLERY
12"x12' TILE
ITALGRANITI
D04-PIETRA
TENANT
LABEL
0
xAxowAxe
O3
TOILET ROOM
3'-0' x 7'-0"
METAL
-
H.M.
-
SET 3
AS REQ'D.
T.= TO PREF/ PANT, ADD
HNA
®
SERVICE DOOR
3'-0' x 7'-0"
1 METAL
-
H.M.
. i
-
SET4 .
I AS
T.D.C. 10 Aro MARIANNE
Door Hardware List
SUPPLEMENT EXISTING HARDWARE / NEW AS RECORED (W.F.)
$ELL
U -CHANGE LOCK WITH CONSTRUCTION CORE BY TENANT
Sa_j LEVER ACTION PRIVACY SET : FALCON T561 -D-626
FOR OUTDOOR
PERMANENT CORE SUPPLIED BY J.R.C. AT TURNOVER. EXISTING
HINGES (1 1/2 PAIR)
THUMB TURN ON INTERIOR. POST SIGN: 'THE DOORS TO REMAIN
DOOR STOP: 'IVES' 40B 1/2, SILENCERS SR64
GC
OPEN DURING OCCUPANCY
TENANT
SEI -2
TOP JAMB CLOSER : DORMA - 640
PUSH PLATE : IVES' #8200 26D 4X16.
SMA "DETFX' PANIC DEVICE PUSH BUTTON / BUZZER, SUPPLIED BY
ALUMINUM J -MOULD
KICK PLATE : 'IVES' 08400 26D 6X40.
TENANT, INSTALLED BY T.G.C.
TENANT
FLOOR DOOR STOP : 'IVES' X5450.
TS2
TRANSITION
WALL BUMPER : IVES #109 1/2
NON -REMOVABLE PIN BALL BEARING HINGES,
#930/101
PULL ON STOCK SIDE :IVES' #8112-5 OR EQUAL.
SMOKE GASKET:
VB
HINGES : 1 1/2 PAIR BUTT HINGES HAGAR #1279-U526.
TOP JAMB CLOSER: 'CORBIN RUSSWIN' DC422-A7
Finish Schedule
8' High Stock Shelving Units
ALL MILLWORK REFERENCED ABOVE 'EX' EXISTING TO BE RELOCATED FROM EXISTING
GYM
moi:
DESCRIPTION
MANUFACTURER
CATALOG N0.
PRO
e"��
INSTALLy.
0 PRS.
(3'W. X 8'H.)
DECORATOR WHITE
72 PRS.
72 PRS.
(4'W. X 8'H.)
31
P-1
PAINT
EGGSHELL ON WALLS
BENJAMIN MOORE
DECORATOR WHITE
GC
GC
Fixture Type:
Qty.
SEMI -GLOSS ON TRIM
New
Capacity.
CapacityTotal:
Provided By
P-2
PAINT
----------
21
--------
---
---
T-1
TILE
STONE GALLERY
12"x12' TILE
ITALGRANITI
D04-PIETRA
TENANT
GC
0
60 PRS.
BUTT JOINT TYP.
METAL FIXTURE VENDOR
05 -DONEGAL GREY
ESO -P-2
4' W x 4' H
BOOK CASE
C-1
CARPET
ACCOUNTABLE 1 #7818
MOHAWK
(ADHESIVE PROVIDED
EXG TO REMAIN
TENANT
GC
ESO -P -2A
3' W x 4' H
BOOK CASE
COFFEE EXPRESSO
BY FLOORING VENDOR)
TGC TO PATCH
32 PRS.
0 PRS.
C-2
WALK -OFF
4'D.x6'W.
AL. ROLL -UP W CHARCOAL
SWING FRAMES
FOR OUTDOOR
SLATWALL END PANEL
MAT
CPT. IN ERT
GC
MALLS ONLY
TENANT
GC
.S1
TRANSITION
STRIP
ALUMINUM J -MOULD
BY FLOOR VENDOR
#A-31010 SCA
TENANT
GC
TS2
TRANSITION
BLACK VINYL REDUCER
MERGER
#930/101
GC
GC
VB
VINYL BASE
4" BLACK VINYL COVE
MERGER
12
GC
GC
VIONY
COMPOSITE
TIL92" x 12' x 1/8" TILE
ARMSTRONG
#51908
GC
GC
2
2
EXISTING.
64 PRS
GC
ESO -P-9
CORNER FILLERS
Notes
LARGE WINDOW
3
1. SEMI -GLOSS ENAMEL ON TRIM AND LAV. WALLS. NO PAINT SUBSTITUTIONS ARE ALLOWED. T.G.C. TO LEAVE EXTRA
PAINT ON SITE FOR FUTURE TOUCH-UPS.
GC
2. T.G.C. TO ADD (3) 3' WALL SHELVES do STANDARDS UNIT IN LAVATORY
PER SPEC. (SPECIFICATION TO
FOLLOW).
3. ALL FINISHES SHALL HAVE A MINIMUM CLASS 1 FLAME SPREAD RATING OR HAVE A FIRE RETARDANT
TREATMENT TO ACHIEVE THIS RATING.
MILLWORK FIXTURE VENDOR
GC
4- STOCK ROOM WALLS SPACKLE ONLY NO PAINT FINISH REQUIRED
SMALL WINDOW
0
5. WALK -OFF MAT REQUIRED ON EXTERIOR MALL ONLY. ON INTERIOR MALLS CARPET TO CONTINUE TO
ENTRANCE.
6- ALL FIXTURES BY TENANT UNLESS NOTED INSTALL BY GC.
NESTING TABLE
NEW WALK—OFF
MAT
SALES FLOOR CEILING
STOCKROOM CEILING
Existing to be Relocated
8' High Stock Shelving Units
ALL MILLWORK REFERENCED ABOVE 'EX' EXISTING TO BE RELOCATED FROM EXISTING
Fixture Size:
Qty.
Capacity.
CapacityTotal:
(2'W. X 8'H.)
0
36 PRS.
0 PRS.
(3'W. X 8'H.)
1
72 PRS.
72 PRS.
(4'W. X 8'H.)
31
90 PRS.
2790 PRS.
FTWR TOTAL -
2862 PRS.
Sales Perimeter Fixtures
Fixture Name:
Fixture Type:
Qty.
Ex.
New
Capacity.
CapacityTotal:
Provided By
Install By.
ESO -P-1
4' W x 8' H
PERIMETER SHELVING
21
19
2
90 PRS.
1890 PRS.
METAL FIXTURE VENDOR
GC
ESO -P -1A
3' W x 8' H
PERIMETER SHELVING
8
8
0
60 PRS.
480 PRS.
METAL FIXTURE VENDOR
GC
ESO -P-2
4' W x 4' H
BOOK CASE
0
3'
GONDOLA
48 PRS.
0 PRS.
METAL FIXTURE VENDOR
GC
ESO -P -2A
3' W x 4' H
BOOK CASE
0
3' GONDOLA W/
2
32 PRS.
0 PRS.
METAL FIXTURE VENDOR
GC
ESO -P-3
SWING FRAMES
0
SLATWALL END PANEL
GRAPHICS VENDOR
GC
ESO -P-6
4' W X 8' H
CLEARANCE SHELVING
0
3' GONDOLA
84 PRS.
0 PRS.
METAL FIXTURE VENDOR
GC
ESO -P -6A
3' W X 8' H
CLEARANCE SHELVING
0
W/ MIRROR END PANEL
7
56 PRS.
0 PRS.
METAL FIXTURE VENDOR
GC
ESO -P-7
8' H END PANEL
15
12
3
1
EXISTING.
GG
ESO -P-8
4' H END PANEL
0
FEATURE UNIT
2
2
EXISTING.
64 PRS
GC
ESO -P-9
CORNER FILLERS
0
LARGE WINDOW
3
EXISTING.
GC
NESTING TABLE
MILLWORK FIXTURE VENDOR
GC
ESO -LF -5A
SMALL WINDOW
0
NESTING TABLE
MILLWORK FIXTURE VENDOR
GC
ESO -LF -8
FTWR TOTAL:
2370 PRS.
SEATING POD
10
Symbol Legend
EXISTING DOOR
TO REMAIN
n
I OOR
TO BEN REMOVED
= = = _ = = — DEMOLITION WALLS
— NEW WALL CONSTRUCTION
NOTE: ALL MILLWORK REFERENCED ABOVE 'NEW TO BE SUPPLIED BY TENANT'S
VENDOR(S) INSTALLED BY TENANT'S GENERAL CONTRACTOR.
ALL MILLWORK REFERENCED ABOVE 'EX' EXISTING TO BE RELOCATED FROM EXISTING
EASY SPIRIT LOCATION.
NOTE REFER TO SHEET T.1 WORK PURCHASE SCHEDULE FOR ALL TENANT SUPPLIED ITEMS AS
WELL AS VENDOR INFORMATION.
Sales Floor Fixtures
Fixture Name:
Fixture Type:
Qty
Ex.
New
Capacity.
CapacityTotal:
Provided By:
Install By
ESO -LF -1
4'
0
90 PRS
0 PRS.
GONDOLA
MILLWORK FIXTURE VENDOR
GC
ESO -U` -1A
4- GONDOLA W/
SLATWALL END PANEL
0
90 PRS
0 PRS.
MILLWORK FIXTURE VENDOR
GC
ESO -LF -18
4' GONDOLA W
MIRROR END PANEL
0
90 PRS.
0 PRS.
MILLWORK FIXTURE VENDOR
GC
ESO -LF -2
3'
GONDOLA
33
72 PRS
2376 PRS.
MILLWORK FIXTURE VENDOR
GC
ESO -LF -2A
3' GONDOLA W/
2
2
72 PRS
144 PRS.
MILLWORK FIXTURE VENDOR
GC
SLATWALL END PANEL
3' GONDOLA
E SO -LF -28
W/ MIRROR END PANEL
7
7
72 PRS
504 PRS
MILLWORK FIXTURE VENDOR
GC
ESO -LF -3
HANDBAG UNIT
1
1
MILLWORK FIXTURE VENDOR
GC
ESO -LF -4
FEATURE UNIT
2
2
64 PRS
128 PRS
MILLWORK FIXTURE VENDOR
GC
ESO -LF -5
LARGE WINDOW
3
NESTING TABLE
MILLWORK FIXTURE VENDOR
GC
ESO -LF -5A
SMALL WINDOW
0
NESTING TABLE
MILLWORK FIXTURE VENDOR
GC
ESO -LF -8
SEATING POD
10
10
MILLWORK FIXTURE VENDOR
GC
ESO -LF -9
CASHWRAP
1
1
2 REG.
MILLWORK FIXTURE VENDOR
GC
DUMP TABLE
1
(NOT SHOWN ON PLANS)
METAL nxmw VENDOR
GC
T -STAND
0
0
FTWR TOTAL:
3152 PRS.
TOTAL
5522 PRS
eas y spi nt
Jones Retail Corporation
1129 WESTCHESTER AVENUE
WHITE PLAINS, NY 10604-3539
CONSULTANT:
SPEC'S
DESIGN
GROUP
LLC
17 Hampden Street
Springfield, MA 01103
(413) 732.9550 Fax (413) 739-9995
PROJECT LOCATION:
EASY SPIRIT OUTLET
ADIRONDACK FACTORY
OUTLET CENTER
LAKE GEORGE, NY
SPACE #XXXX
STORE #6830
ISSUE/ REVISION: DATE: REMARKS:
1.21.11 9096 REVIEW TO TENANT
1.21.11 FINAL ISSUE TO LANDLORD
SEAL
PROJECT NAME:
EASY SPIRIT OUTLET
DATE:
01/17/10
SCALE:
AS SHOWN
DWG. BY:
KJ
PROJECT NO:
#
APPVD. BY:
SHEET NO.
A-1
SHEET TITLE:
CONSTRUCTION/
FIXTURE/FINISH PLAN
END PANEL END PANEL -OF xx)
I N TERI OR ELEVATION
SCALE 1/4" = 1'-0"
RELOCATE FROM EXG
LOCATION.
EXIT
INTERIOR ELEVATION
SCALE 1/4" = V -0 -
FOR STATIONARY SHELVES
THAT ARE PARALLEL AND UP
AGAINST A WALL, TGC TO
SUPPLY & INSTALL 1 TOP, 1
BOTTOM AND 2 INTERMEDIATE
1X WOOD STRAPPING AND
SECURE IN BETWEEN
UPRfGHTS. SECURE UPRIGHTS
TO STRAPPING
18" FROM CLG. AND OR
SPRINKLER HEADS IF
UNITS ARE TO BE CUT
NOTIFY J.R.C. FOR
APPROVAL / DISCUSSION
3/4" x 12" WOOD BRIDGING
TO JOIN PARALLEL UNITS AS
REQUIRED ABOVE 7'-0" A.F.F.
T.G.C. TO INSTALL CHICKEN
WIRE ON INSIDE FACE. .
(1) BRAKE PROVIDED FOR
EVERY OTHER ROLLING
SECTION
INSTALL 'X' -BRACING ON
END CAPS OF ROLLING
SECTIONS
VENDOR TO SUPPLY T.G.C.
TO INSTALL IVES #8112-5
PULLS ON ENDS OF
ROLLING UNITS (IF
APPLICABLE)
SHELVING, BASE, CROSS
BRACING, UPRIGHTS AND
CHICKEN WIRE SUPPLIED
BY SHELVING VENDOR.
SCREW SHELVING IN
CARRIAGE.
T.G.C. TO USE VENDOR
SUPPLIED SCREWS. NO
DRYWALL SCREWS.
STOCK ROOM SHELVING
SCALE NTS
5' - 8 1/2"
0 •
eas s iri
4A
Ary-
MATERIAL
RETURNS: 3/4" SINTRA (WHITE)
FACE: BRUSHED SILVER
MOUNT: 1ST SURFACE
CASH WRAP�LOGODETAIL
SCALE : NTS
ESO -LF -5
ESO -P-7 END
PANEL (TYP
OF xx)
FOR STATIONARY SHELVES
THAT ARE PERPENDICULAR TO
A WALL, TGC TO SUPPLY &
INSTALL 1 TOP, 1 BOTTOM
AND 2 INTERMEDIATE 1X WOOD
STRAPPING AND SECURE
UPRIGHTS TO STRAPPING.
TENANT'S GENERAL
CONTRACTOR TO CUT DOWN
STOCK UNITS IF REQUIRED
FOR PROPER CLEARANCES.
SHELVING AT EVERY SEVENTH
SLOT (TYP.) (14" O.C.) TGC
TO USE 3 BACK TO BACK
CLIPS PER UPRIGHT WHEN
ASSEMBLING SHELVES
CHICKEN WIRE MESH ON BACK.
T.G.C. TO TRIM FOR CLEAN
EDGE.
SLOTTED VERTICAL SUPPORT
POSTS. SECURE WITH BACK
TO BACK CLIPS.
WOOD SHELVES. BEGIN WITH
SECOND NOTCH FROM BOTTOM.
1" x 4" WOOD
BASE (TYP.) -
NEW EMERGENCY LIGHTS
TENANT INSTALL BY LL
(TYP)
ESO -P-1 ESO -P-1 ESO -P-1
ESO -P-7
END PANEL
INTERIOR ELEVATION
SCALE 1:/4" = V-0"
ESO -P-1 ESO -P -1A ESO -P-1 ESO -P-1
ESO -P-7 ESO-P-7-
END
SO-P-7-END PANEL END PANEL
LOGO SIGN PROVIDED &
INSTALLED BY SIGN VENDOR NEW EMERGENCY LIGHTS BY
SEE DETAIL 5/A-2 TENANT INSTALL BY LL
NEW EMERGENCY LIGHTS BY 8"H. LOGO SIGN PROVIDED & BURGLAR ALARM KEYPAD DUPLEX OUTLET BY GC MOUNTED
TENANT INSTALL BY LL INSTALLED BY SIGN VENDOR ® 54" A.F.F. HORIZONTALLY AT 98" A.F.F. TO
(TYP) SEE DETAIL 4/A.2 NOTE: LOCATION OF CENTERLINE FOR UNDER SHELF
KEYPAD MAY VARY LIGHTING (SHOWN DASHED
PER PROJECT. (BEHIND FIXTURE TYP.
P1
EXISTING DEMISING WALL
1/4" x 24" W. x 72" H.
CLEAR MIRROR BY T.G.C.
APPLY TO GYP. BD. WITH
MIRROR MASTIC. CAULK
VERTICAL EDGES WITH
ULTRA -CLEAR SILICONE.
BRUSHED ALUMINUM
'J' -CHANNEL ® TOP AND
BOTTOM OF MIRROR. SECURE
TO DEMISING WALL W/ MIRROR
MASTIC.
SUPPLIED AND INSTALLED BY
T.G.C.
12" A.F.F.
RELOCATED, EXISTING OR NEW
OUTLET BY T.G.C.
(HORIZONTAL)
EQ C
�p
e s s i ri
�
a
0
i
io
REUSE CASH WRAP
ESO -P-1 ESO -P-1 ESO -P-1 LL TO PROVIDE ELE
ESO -P-73 TO CASHDESK. REFER
1 END PANEL TO DETAIL 1/A.3.
A-5 NOTE: REG. DEDICATED
LINE.
INTERIOR ELEVATION
SCALE 1:/4" = V-0"
//4'///
SHELVES
DATE:
7/O
SCALE:
AS SHOWN
_
DEEP
PROJECT NO:
NO
APPVD. BY:
° ,
O
I
N
r`
OUTLET
OO J
VB 4" VINYL BASE oo N
MIRROR DETAIL
SCALE NTS
2" X 1/8" METAL PINS, MOUNTS INTO
LETTER AND INTO PRE -DRILLED HOLES WITH
D/F TAPE
CASH WRAP LOGO SECTION
SCALE : NTS
e� eas�spirit
MATERIAL
RETURNS: 1/4" SINTRA (WHITE)
FACE: BRUSHED SILVER
MOUNT: VHB TAPE
� PERIMETER WALL LOGO DETAIL
SCALE NTS
c�
LL
2
LL
X
W
ESO -P -1A ESO -P -1A ESO -P -1A
_ ESO -P-7 ESO -P-7 J
END PANEL END PANEL
FIRE EXTINGUISHER
SUPPLIED &
INSTALLED BY GC
UNDER SHELF
LIGHTING (SHOWN
DASHED (TYP.)
ESO -P -1A ESO -P -1A ESO -P -1A ESO -P-1 ESO -P-1 1'-7" O2
`ESO -P-7
END PANEL ESO -P-7
END PANEL
NOTE: GC TO SUPPLY AND
INSTALL 6"H - 18 GAUGE
METAL STRAPPING BEHIND ALL
PERIMETER SHELVING. GC TO
SECURE METAL SHELVING TO
STRAPPING USING SUPPLIED
CLIPS. SEE SHEET A-5 FOR
ADDITIONAL DETAILS
4'-0"
ALL
SHELVES
DATE:
01/17/10
SCALE:
AS SHOWN
18"
DEEP
PROJECT NO:
NO
APPVD. BY:
° ,
O
I
DUPLEX
OUTLET
LLLZ
® .
m
`0
0
'8
12'-0"
NEW WINDOWS BY LL
DD2 UNDER SHELF
LIGHTING (SHOWN
-3
ASHED (TYP.)
ESO -P-1 ESO -P-1
ESO -P-7 ESO -P -7 -
END PANEL END PANEL
h
Mimi 11 111
ESO -P-1 ESO -P-1 ESO -P-1
-ESO-P-7 ESO -P-7 -
END PANEL END PANEL
NOTE: ALL FIXTURES ARE
EXISTING AND TO BE
RELOCATED FROM "BANNISTER"
LOCATION.
{4) ADJUSTABLE SHELVES (18"
D.)
MUSIC SYSTEM LEADS
INSTALLED BY T.G.C. ® 50"
A.F.F.
QUAD OUTLET AT 60" A.F.F.
MANAGER'S DESK SUPPLIED
BY TENANT,
INSTALLED BY G.C. (TYP.)
PHONE LINE
TGC TO SECURE
SAFE TO FLOOR
V.I.F.
MANAGER'S DESK DETAIL
SCALE NTS
NEW EMERGENCY LIGHTS BY
TENANT INSTALL BY LL
(TYP)
ESO -LF -5
ESO -LF -5A
4" VINYL BASE BY
T.G.C. (TYP.)
LIGHTSTAT (T -STAT) SUPPLIED BY
JRC INSTALLED BY TGC AT 54"
A.F.F. CONFIRM FINAL LOCATION W/
PM
ESO -P-1 ESO -P-1 ESO -P-1
-ESO-P-7 ESO-P-7-
END
SO-P-7-END PANEL END PANEL
easy spint
Jones Retail Corporation
1129 WESTCHESTER AVENUE
WHITE PLAINS, NY 10604-3539
CONSULTANT:
SPEC'S
DESIGN
GROUP
LLC
17 Hampden Street
Springfield, MA 01103
(413) 732-9550 Fax (413) 739-9995
PROJECT LOCATION:
EASY SPIRIT OUTLET
ADIRONDACK FACTORY
OUTLET CENTER
LAKE GEORGE, NY
SPACE #XXXX
STORE #6830
ISSUE/ REVISION: DATE: REMARKS:
1.21.11 90% REVIEW TO TENANT
1.21.11 FINAL ISSUE TO LANDLORD
SEAL
PROJECT NAME:
EASY SPIRIT OUTLET
DATE:
01/17/10
SCALE:
AS SHOWN
DWG. BY:
KJ
PROJECT NO:
NO
APPVD. BY:
SHEET NO.
A=2
T TITLE:
��INTERIOR/EXTERIOR
ELEVATIONS
1
z
00
i
d
MALL
ENTRANCE
N
N
N
TOILET ROOM SLING
GIP 1 8'-0"
0
CO
WSD-W WALL MOUNTED SENSOR
(VERIFY LOCATION & MOUNTING
HT. W/ ARCHITECT & TENANT
PRIOR TO INSTALLATION)
EXISTING—
ELECTRICAL
XISTING —'ELECTRICAL PANEL o
TO REMAIN i
PROVIDE POWER AND SIGNAL TO
DESK PER DETAIL 1/A-3
T
AUNT DOOR BEL,. BUZZER
IC
34'-11i"
N
N
PROVIDE LOCK ON DEDICATED
CIRCUITS FOR CASHWRAP IN
FIXTURE BELOW
;;..
X3 j3 .. . .13
0
NEW CEILING OUTLET BY GC
TR TR TR TRTR TR
TENANT) CENTERED ON WINE OW WIRED TO
STOREFRONT TIME CLOCK BY GC
N N
N
...... ....... ..................
N N / N
c
35'-6"
-NEW UNDER -SHELF LIGHTING
2/A-3 SUPPLIED BY TENANT,
INSTALLED BY G.C. (TYPICAL)
N
NEW HORIZONTAL OUTLET AT
8'-2" TO CENTERLINE A.F.F.
FOR UNDER SHELF PLUG &
PLAY LIGHTING (TYP.) BY GC
AFF. (TYPICAL UN)ER MIRROR)
-DE TAIL 2/A-2
77
N . 777N
NEW HORIZONTAL OUTLET AT 8'-2"
A.F.F. FOR UNDER SHELF PLUG
& PLAY LIGHTING BY GC (TYP.)
NEW 24"X48" 18 CELL LAY -IN FLUOR. LIGHT
FIXTURE SUPPLIED BY TENANT INSTALLED BY
GC (TYP.)
SCALE !/2* a 1'-0'
SCALE NTS
NEW UNDER -SHELF LIGHTING
PER DETAIL SUPPLIED BY
TENANT, INSTALLED BY G.C. SEE
DETAIL 2/A-3 (TYPICAL)
NEW ACT 10'-0"
DOOR BELL BY GC IF
NOT EXISTING
Fixture Schedule LIGHT FIXTURES ARE SUPPLIED BY TENANT / INSTALLED BY T.G.C.
QTY.
SYMBOL
MANUFACTURER
CAT).�LOG
DESCRIPTION
WATT
NOTES
SUPPLIED
INSTALLED
Box)
DDATA
LINE
0
PUSH BUTTON (MOUNT 54"
BY:
BY:
51 NEW
A.F.F.)
COLUMBIA
P
32G-MA2G-MA36-S-
2'x4', T8, 3 LAMP, 18 CELL PARABOLIC
"—EL"
3 (32)
LIGHTING
GC
WATER HEATER
N
3 -WAY SWITCH
EBSUNV
USE FOR EMERGENCY LIGHT
QUADPLEX OUTLET
O
VENDOR
°
16 NEW
TR ►
CON—TECH
CTL603A—P
75W, PAR30, WHITE, UNIVERSAL LAMPHOLDER
75
GE 75W PAR30L/H/FL25/ 6PK
LIGHTING
GC
REL
= RELOCATED
FIRE EXTINGUISHER (SEE
WITH SIDE SWIVEL
SPEAKER W/ WIRE
120V LAMP
VENDOR
TAKEOFF
UZZER W/ TRANSFORMER
LT -4—P
4' TRACK WHITE TRACK SECTION
LIGHT VENDOR TO DETERMINE AND
LIGHTING
BY LT.
VENDOR
(SUPPLIED BY JRC)
CON—TECH
LT—B—P
8' TRACK WHITE TRACK SECTION
REPLACE/RELOCATE
SUPPLY ALL NECESSARY ACCESSORIES
VENDOR
GC
T -STAT IF REQ'D.
J3
NOTES: PROVIDE POWER AND DATA AT MANAGERS DESK AND CASHDESK.
34 1/4" FLUORESCENT MODULE
LIGHTING
7 NEW
JESCO
SG5-21
(SLEEK PLUS)
21
T5 LAMP
VENDOR
GC
J4
46 1/4" FLUORESCENT MODULE
LIGHTING
19 NEW
JESCO
SG5-28
(SLEEK PLUS)
28T5
LAMP
VENDOR
GC
5 NEW
N IK
ENCORE (OR EQ.)
LPE-RU
EMERGENCY EXIT SIGN
_
TOP,BACK OR END MOUNTED
LIGHTING
GC
W/ BATTERY BACK-UP
RED LED
VENDOR
7 NEW
IN
ENCORE (OR EQ.)
PC6
TWIN HEAD EMERGENCY FIXTURE
(5.4
LAMPS PROVIDED WITH FIXTURE
LIGHTING
GC
SERIES -10
WALL MOUNTED
VENDOR
1 NEW
0
SENSORSWITCH
WSD-W
WALL SWITCH DECORATOR SENSOR- PASSIVE
NO SUBSMTIONS
LIGHTING
GC
INFRARED
VENDOR
1 NEW
CS
SENSORSWITCH
CMR -PDT
STANDARD RANGE SENSOR- CEILING
NO SUBSTITUTIONS
LIGHTING
GC
MOUNT -LINE VOLTAGE
VENDOR
0
COLUMBIA (OR EQ.)
CSS—
STRAIGHTLINER CHANNEL
32
T8 LAMP 4' LONG
LIGHTING
GC
Tg gulp _ g
2324E68UNV
TWO LAMP TS & RS
VENDOR
0Sip
COLUMBIA (OR EQ.)
CS4—
STRAIGHTLINER CHANNEL
32
T8 LAMP 4' LONG
LIGHTING
GC
TO _ 4
2324EBSUNV
TWO LAMP TS & RS
VENDOR
1 NEW®
BROAN (OR EQ.)
696
CLG. MOUNTED FAN / LIGHT COMBO
LIGHTING
GC
VENDOR
SYMBOLS LEGEND
SYM
DESCRIPTION
SYM
DESCRIPTION
TD
TELEPHONE / DATA (ONE
J -BOX
V
Box)
DDATA
LINE
0
PUSH BUTTON (MOUNT 54"
A.F.F.)
T
TELEPHONE
wr
WATER HEATER
$3
3 -WAY SWITCH
WEi
QUADPLEX OUTLET
O
FIXTURE DETAIL
°
DEDICATED QUADPLEX
=
ELEVATION
DUPLEX Ex
OUTLET C 0 NEW
EX
= EXISTING
DEDICATED DUPLEX
REL
= RELOCATED
FIRE EXTINGUISHER (SEE
S
O
SPEAKER W/ WIRE
A.1)
UZZER W/ TRANSFORMER
CEILING OUTLET
T -STAT
(D
(SUPPLIED BY JRC)
REPLACE/RELOCATE
T -STAT IF REQ'D.
NOTES: PROVIDE POWER AND DATA AT MANAGERS DESK AND CASHDESK.
GENERAL NOTES
( A) ALL GYPSUM BOARD CEILINGS TO BE PAINTED Fd, ALL
DIFFUSERS, ETC. TO BE PAINTED TO MATCH CEILING FINISFFYY.
(B) ALL SWITCHES AND OUTLET TRIM PLATES TO BE WHITE IN COLOR. PAINT TRIM
PLATES TO MATCH ADJACENT WALL.
( C) IF THERE ARE ANY DISCREPANCIES BETWEEN THESE DRAWING CONTACT THE ARCHITECT
IMMEDIATELY (PRIOR TO AWARD OF CONTRACT)
( D) TGC IS RESPONSIBLE FOR SUPPLYING AND INSTALLING ALL MOUNTING EQUIPMENT
REQUIRED FOR PROPER INSTALLATION OF TENANT LIGHTING.
( E) TGC SHALL DIRECT ADJUSTABLE TRACK LIGHTS ONTO DISPLAY FIXTURES AS ARROWS
INDICATE.
( G) TGC SHALL REPLACE BROKEN, MISSING AND STAINED CEILING
TILES AS REQ'D TO MATCH EXG. (V.I.F.)
( H) TGC TO SUPPLY AND INSTALL FIRE RATED PLYWOOD PANELS PAINTED WHITE<>(PRIOR
TO INSTALLATION OF ELECTRICAL EQUIPMENT)
( J) RECESSED LIGHT FIXTURES SHALL BE INDEPENDENTLY SUPPORTED WITH HANGER WIRE.
( K) TRACK FIXTURES SHALL BE INDEPENDENTLY SUPPORTED W/ HANGER WIRE EVERY 4' -0 -
MAX.
( L) SPRINKLER HEADS AT ALL DRYWALL STOREFRONT SOFFITS SHALL BE FULLY CONCEALED
TYPE HEADS WITH WHITE COVERS.
( M) SPRINKLER HEADS WITHIN SALES AREA OR OTHER PUBLIC SPACE WITH A LAY -IN
CEILING SHALL BE SEMI -RECESSED OR PENDANT TYPE HEADS. REFER TO
LANDLORD'S FIRE PROTECTION REQUIREMENTS.
NOTE: REFER TO SHEET T.1 WORK PURCHASE SCHEDULE FOR ALL TENANT SUPPLIED ITEMS AS
WELL AS VENDOR INFORMATION.
Jones Retail Corporation
1129 WESTCHESTER AVENUE
WHITE PLAINS, NY 10604-3539
CONSULTANT -
SPECS
DESIGN
GROUP
LLC
17 Hampden Street
Springfield, MA 01103
(413) 732-9550 Fax (413) 739-9995
PROJECT LOCATION:
EASY SPIRIT OUTLET
ADIRONDACK FACTORY
OUTLET CENTER
LAKE GEORGE, NY
SPACE #XXXX
STORE #6830
ISSUE/ REVISION: DATE: REMARKS:
1.21.11 909E REVIEW TO TENANT
1.21.11 FINAL ISSUE TO LANDLORD
SEAL
PROJECT NAME: EASY SPIRIT OUTLET
DATE: 01/17/10
SCALE: AS SHOWN
DWG. BY: KJ
PROJECT NO: I###
APPVD. BY:
SHEET N0.
A=3
SHEET TITLE:
REFLECTED CEILING
PLAN
ACCOST. TILE/
GYP. BD.
CEUNG
WALL MTD. 1 V QUAD
OUTLET BOX 0
DEDICATED 20 A
CIRCUIT BY C.C.
WALL MTD. 'CHECKPOINT' CONTROL
MODULE SUPPLIED do INSTALLED BY
ARTICLE SURVELLIANCE TECHNICIAN
ACOUST. TILE OR GYP. BD.
CEILING —
EXISTING
DEMISING STUD
WALL
LOW VOLTAGE WIRING RUN
INSIDE OF DEMISING STUD
WALL UP TO REMOTE
CONTROL MODULE MOUNTED
ABOVE CEILING (BY ARTICLE
SURVELLIANCE TECHNICIAN)
3/4" DIA. PLASTIC CONDUIT
WITH PULL STRING
NO
PATCH CORD TO
PLAYER ZONE 1
CD PLAYER
ZONE (MUSIC)
O
O O EZT—
O
NOTE: G.C. SHALL SAWCUT EXISTING SLAB
TO NEAREST ACCESSIBLE DEMISING WALL–
SEE PLAN FOR EXACT LOCATION (2)
POSSIBLE ARRANGEMENTS ARE SHOWN,
ONLY ONE WALL BE UTILIZED IN EACH
STORE.
G.C. TO PROVIDE 110V QUAD
OUTLET ON DEDICATED
CIRCUIT ABOVE CEILING
ADJACENT TO DOORS TO
POWER CHECKPOINT SYSTEM r
9 EMOTE CONTROL MODUkE
z
NTED ABOVE CEILING
ENTRY DOORS
SLAB
EXISTING CONC SLAB
3/4' PLASTIC
CONDUIT WITH
PULL STRING
28"
PLAN
NO SCALE
'CHECKPOINT' STUD WALL CONDITION
SCALE N.T.S.
AUX
BLACK Ir RED LEAD TO '70V
'COMMON I PROGRAM
O
18 AWG SPEAKER WIRES
BACK TO SPEAKERS
LOW VOLTAGE 18 AWG
SPEAKER WIRE TO AMP
SUPPLIED BY JNY (TYP.)
PATCH CORD TO AMP'S
PROGRAM SCREW
TERMNNALS LABOM COM
s HOT
C. TO PROVIDE 110V QUAD
MAIN
b I I
20 GA. SHEET STEEL FILLER PANEL
11-�OUTLET ON DEDICATED
PHONE
VJ
CIRCUIT ABOVE CEILING
UNE
MAIN
PHONE
RJ31X
ADJACENT TO DOORS TO
AT 3/8" MIN.
UNE
O
POWER CHECKPOINT SYSTEM wm
ALL DOOR JAMBS AND WALL
RESISTANT RATING. FLAME SPREAD INDEX
SUPPLIED do
9
0 — ASTM—E84-01. SMOKE DEV. INDEX 15
REMOTE CONTROL
MODULE MOUNTED wZ
14'-16" DP.
ABOVE CEILING c
DATA
SHELF WITH
1/2" MIN. WHERE EXPOSED TO VIEW
DMX k AMP
vi
STEEL RUNNER
UNIT —
o
ALTERNATE
pc,
i
SEE PARTITION TYPES FOR WALL
INSTALLL (2) JUMPER
SALES SIDE
CONSTRUCTION
EAS PEDESTAL
MOUNTED BY
ARTICLE
SURVELLIANCE
TECHNICIAN
G.C. TO SAWCUT
TRENCH IN EXISTING
CONC SLAB. G.C. TO o
INSTALL 3/4"
PLASTIC CONDUIT
WITH PULL STRING
G.C. TO REPOUR
WITH NEW CONC. TO
MATCH EXISTING
NOTE' ALL MUSK; MATERIAL
SUPUED BY TENANT, INSTALLED
BY C.C.
SET AUX VOLUME CONTROL TO
12 O'CLOO( POSITION
SPEAKER 7THIR.D/
CONNECTION
lz:: 0011
FIRST SPENCER SECOND AKER FOURTH SPEAKER
COVER PLATE
BY G.C. LOW VOLTAGE 18 AWG SPEAKER LSEE REFLECTED CEILING FITTING RM SPEAKER
WIRE FISHED 1HRU WALL AND PLAN FOR LOCATIONS OF
COVER PLATE SECURE WIRING SPEAKERS
\ N PER NEC REQUIREMENTS
AMP ON TOP OF CD
PLAYER ON 18 " DEEP
SECOND SHELF OF AMP
MANAGERS DESK
NOTE:
SEE FLOOR PLAN FOR EXACT LOCATION AND SEE
Dux CD MANAGER'S DESK DETAIL
d ♦Ko
MUSIC SPEAKER WIRING SCHEMATIC
SCALE N.T.S.
NOTES: ALL LOW VOLTAGE
WIRING IS TO BE INSTALLED
BY ARTICLE SURVELLIANCE
TECHNICIAN
ARTICLE SURVELLIANCE
TECHNICIAN TO RUN LOW
VOLTAGE WIRING TO
PEDESTALS AND INSTALL
REMOTE CONTROL MODULE
ABOVE CEILING. PLUG INTO
110V QUAD OUTLET LOCATED
ABOVE CEILING (SUPPLIED k
INSTALLED BY G.C.)
AMP
QUAD
120V
RECPT.
q4
RJ 11 WALL
MOUNT JACK
G.C.
OUTLINE OF 24' DEEP – —�
MANAGER'S DESK IN STOCKROOM
SEE FLOOR PLAN FOR EXACT
LOCATION
(1) CAT 5E-4 PAIR
LOW VOLTAGE CABLE
FOR MAIN PHONE LINE
ONLY– SECURE TO
WALL AS REQUIRED
SECURE LOW VOLTA
CAT 5E –4 PAIR
CABLE TO WALL AS
REQUIRED
SECURE LOW
CAT 5E –4 1
TO WALL AS
DMARC– EXISTING
BY TELE. COMPANY
36"X36"X3/4" —�
PLYWOOD BACKBOARD
SUPPLIED AND
INSTALLED BY G.C.
NOTES:
1. G.C. TO LABEL PHONE NUMBERS ON EVERY JACK
2. G.C. TO SECURE/ SUPPORT ALL EXPOSED WIRING EVERY 12"
3. G.C. TO INSTALL FIRE TREATED PHONE BOARD ABOVE ELECTRICAL PANEL
PHONE / DATA WIRING SCHEMATIC
SCALE N.T.S.
(1) EXTRA CAT 5E-4
LINE LOW VOLTAGE
CABLE FOR FUTURE
BROADBAND USE.
COILED h MOUNTED
IN HANGER ON TEL
BD.
(1) CAT 5E-4 PAIR
LOW VOLTAGE CABLE
FOR MAIN LINE AND
DATA RUN ABOVE
CEILING
LINE OF CEILING
FUTURE LOCATION OF
12 1/2- X 14 1/2- X
3" DEEP SURFACE
MOUNTED BURGLAR
ALARM PANEL BY JNY
VENDOR
RECESSED (1) 120 VOLT
20 AMP DEDICATED
OUTLET BY G.C.
(1) CONDUIT TO INCLUDE
120V (1) CIRCUIT
(1) CLEAN -
(1) CONDUIT TO INCLUDE
-PULL STRING
- SPARE
(1) CONDUIT TO INCLUDE
120V (1) CIRCUIT
(1) DIRTY
(1) CONDUIT TO INCLUDE
(2) CAT5 CABLES
-PHONE/DATA
- BROADBAND (COILED
FOR FUTURE USE)
/ 3UALL AJ NU 1W
ACCOST.
TILE CEILING
3/4" EMT CONDUIT
TERMINATE O CEILING
HEIGHT AS SHOWN
PROVIDE PULL STRING
4"x4"
ROUGH–IN
BOX
METAL STUD
WALL
BURGLAR SCHEMATIC
STUD
QUAD
120V
RECPT
�1
CLEAN
BURGLAR ALARM REQUIREMENTS
– 120 V DUPLEX RECEPTACLE
– RJ31X FIRST IN–LINE PHONE JACK
– AT CASHWRAP 3/4" EMPTY CONDUIT
WITH PULL STRING UNDER CASHWRAP do UP
WALL TO RUN ABOVE CEILING
– AT FRONT OF STORE, PROVIDE 4"X4"
ROUGH–IN ELECT. J–BOX O 5'-0' A.F.F.
TO CENTERLINE WITH 1/2' CONDUITS k
PULL–STRING STUBBED TO ABOVE CEILING.
RJ -11 SURFACE
MOUNT., JACK FOR
MAIN PH LINE BY
C.
(1) RJ -45 SURFA4
MOUNT JACK FOR
ALL SUPPORTS TO BE FROM STRUCTURAL BEAMS
AND JOISTS AND NOT FROM DECK ABOVE.
QUAD
120V
RECPT.
DIRTY
QUAD
120V
CLEAN
LINE
NOTE
DRAWING OF CASH WRAP IS FOR
REPRESENTATIONAL PURPOSES ONLY AND
MAY NOT BE WHAT THE ACTUAL CASH WRAP
LOOKS LIKE. REFER TO THE FIXTURE OR
POWER PLANS TO DETERMINE IF THE
CONDUITS CAN BE CHASED THROUGH A
RETURN OR MUST BE TRENCHED
OUTLINE OF CASHWRAP SEE FLOOR
PLAN FOR LOCATION. SEE CASH
WRAP DETAILS FOR LOCATION OF
JACKS
MAIN
b I I
20 GA. SHEET STEEL FILLER PANEL
PHONE
VJ
INSTALLED
UNE
MAIN
PHONE
RJ31X
BY
AT 3/8" MIN.
UNE
O
TELCO OR
ALL DOOR JAMBS AND WALL
RESISTANT RATING. FLAME SPREAD INDEX
SUPPLIED do
DATA
0 — ASTM—E84-01. SMOKE DEV. INDEX 15
INSTALLED BY ,IVY
VENDOR
N
DATA
0
1/2" MIN. WHERE EXPOSED TO VIEW
120V
JUMPER CABLES G.C.
STEEL RUNNER
RECP
TO SUPPLY do
SEE PARTITION TYPES FOR WALL
INSTALLL (2) JUMPER
SALES SIDE
CONSTRUCTION
CABLES. BELKIN PRO
SECTION PARALLEL TO RIBS OF DECK
SEE PARTITION TYPES
SERIES 8' LONG
FOR WALL
RUNNER AND FASTEN GYP. BD. TO STUDS — DO NOT FASTEN TO RUNNER.
PHONE LINE CORD
CONSTRUCTION
MAINTAIN SUFFICIENT GAP BETWEEN STEEL RUNNERS AND STUD ROOF DECK AND
PART #FBV100-081NCH
TYPICAL NON -RATED
PERPENDICULAR TO DECK / ROOF RIBS, FILL ALL VOIDS WITH COMPRESSED SAFING
OR EQUAL(I
R,�-�� LACKS
Typical Ceiling Height
TYPICAL ALL ONE HOUR RATED INTERIOR PARTITIONS
12 AIIED Br G.C.
Typ. Full Height Partition Detail at Deck/Roof
SCALE N.T.S.
36"X36"X3/4" —�
PLYWOOD BACKBOARD
SUPPLIED AND
INSTALLED BY G.C.
NOTES:
1. G.C. TO LABEL PHONE NUMBERS ON EVERY JACK
2. G.C. TO SECURE/ SUPPORT ALL EXPOSED WIRING EVERY 12"
3. G.C. TO INSTALL FIRE TREATED PHONE BOARD ABOVE ELECTRICAL PANEL
PHONE / DATA WIRING SCHEMATIC
SCALE N.T.S.
(1) EXTRA CAT 5E-4
LINE LOW VOLTAGE
CABLE FOR FUTURE
BROADBAND USE.
COILED h MOUNTED
IN HANGER ON TEL
BD.
(1) CAT 5E-4 PAIR
LOW VOLTAGE CABLE
FOR MAIN LINE AND
DATA RUN ABOVE
CEILING
LINE OF CEILING
FUTURE LOCATION OF
12 1/2- X 14 1/2- X
3" DEEP SURFACE
MOUNTED BURGLAR
ALARM PANEL BY JNY
VENDOR
RECESSED (1) 120 VOLT
20 AMP DEDICATED
OUTLET BY G.C.
(1) CONDUIT TO INCLUDE
120V (1) CIRCUIT
(1) CLEAN -
(1) CONDUIT TO INCLUDE
-PULL STRING
- SPARE
(1) CONDUIT TO INCLUDE
120V (1) CIRCUIT
(1) DIRTY
(1) CONDUIT TO INCLUDE
(2) CAT5 CABLES
-PHONE/DATA
- BROADBAND (COILED
FOR FUTURE USE)
/ 3UALL AJ NU 1W
ACCOST.
TILE CEILING
3/4" EMT CONDUIT
TERMINATE O CEILING
HEIGHT AS SHOWN
PROVIDE PULL STRING
4"x4"
ROUGH–IN
BOX
METAL STUD
WALL
BURGLAR SCHEMATIC
STUD
QUAD
120V
RECPT
�1
CLEAN
BURGLAR ALARM REQUIREMENTS
– 120 V DUPLEX RECEPTACLE
– RJ31X FIRST IN–LINE PHONE JACK
– AT CASHWRAP 3/4" EMPTY CONDUIT
WITH PULL STRING UNDER CASHWRAP do UP
WALL TO RUN ABOVE CEILING
– AT FRONT OF STORE, PROVIDE 4"X4"
ROUGH–IN ELECT. J–BOX O 5'-0' A.F.F.
TO CENTERLINE WITH 1/2' CONDUITS k
PULL–STRING STUBBED TO ABOVE CEILING.
RJ -11 SURFACE
MOUNT., JACK FOR
MAIN PH LINE BY
C.
(1) RJ -45 SURFA4
MOUNT JACK FOR
ALL SUPPORTS TO BE FROM STRUCTURAL BEAMS
AND JOISTS AND NOT FROM DECK ABOVE.
QUAD
120V
RECPT.
DIRTY
QUAD
120V
CLEAN
LINE
NOTE
DRAWING OF CASH WRAP IS FOR
REPRESENTATIONAL PURPOSES ONLY AND
MAY NOT BE WHAT THE ACTUAL CASH WRAP
LOOKS LIKE. REFER TO THE FIXTURE OR
POWER PLANS TO DETERMINE IF THE
CONDUITS CAN BE CHASED THROUGH A
RETURN OR MUST BE TRENCHED
OUTLINE OF CASHWRAP SEE FLOOR
PLAN FOR LOCATION. SEE CASH
WRAP DETAILS FOR LOCATION OF
JACKS
eas spint
Jones Retail Corporation
1129 WESTCHESTER AVENUE
WHITE PLAINS, NY 10604-3539
CONSULTANT:
SPEC'S
DESIGN
GROUP
LLC
17 Hampden Street
Springfield, MA 01103
(413) 732-9550 Fax (413) 739-9995
PROJECT LOCATION:
EASY SPIRIT OUTLET
ADIRONDACK FACTORY
OUTLET CENTER
LAKE GEORGE, NY
SPACE #XXXX
STORE #6830
ISSUE/ REVISION: DATE: REMARKS:
1.21.11 90% REVIEW TO TENANT
1.21.11 FINAL ISSUE TO LANDLORD
SEAL
PROJECT NAME: EASY SPIRIT OUTLET
DATE:
01/17/10
SCALE: AS SHOWN
DWG. BY -
KJ
PROJECT NO: 1
APPVD. BY-
SHEET NO.
A-4
wEEJ n CONSTRUCTI ON
DETAILS & LV -1
COMPRESSED SAFING INSULATION
20 GA. SHEET STEEL FILLER PANEL
METAL DECK (V.I.F.)
WALL STUDS
---CONTINUOUS FIRE CAULK SEALANT BOTH
2 1/2" METAL STUD DIAG.
BRACING 4'-0" O.C. AND
AT 3/8" MIN.
SIDES HILTI CP620 FIRE FOAM 3 HR. FIRE
ALL DOOR JAMBS AND WALL
RESISTANT RATING. FLAME SPREAD INDEX
OPENINGS
0 — ASTM—E84-01. SMOKE DEV. INDEX 15
— ASTM—E84-01
N
CONTINUOUS 'J' BEAD BOTH SIDES
1/2" MIN. WHERE EXPOSED TO VIEW
CEILING SYSTEM
STEEL RUNNER
REFER TO PLANS
SEE PARTITION TYPES FOR WALL
SALES SIDE
CONSTRUCTION
SECTION PARALLEL TO RIBS OF DECK
SEE PARTITION TYPES
NOTE: FASTEN STEEL RUNNER TO ROOF DECK. FRICTION FIT METAL STUDS TO
FOR WALL
RUNNER AND FASTEN GYP. BD. TO STUDS — DO NOT FASTEN TO RUNNER.
'
CONSTRUCTION
MAINTAIN SUFFICIENT GAP BETWEEN STEEL RUNNERS AND STUD ROOF DECK AND
GYP. BD. TO ACCOMMODATE STRUCTURAL DEFLECTION. IF WALL LAYOUT OCCURS
TYPICAL NON -RATED
PERPENDICULAR TO DECK / ROOF RIBS, FILL ALL VOIDS WITH COMPRESSED SAFING
INSULATION.
INTERIOR PARTMONS
Typical Ceiling Height
TYPICAL ALL ONE HOUR RATED INTERIOR PARTITIONS
Partition Detail at Ceiling
Typ. Full Height Partition Detail at Deck/Roof
SCALE N.T.S.
SCALE :N.T.S.
eas spint
Jones Retail Corporation
1129 WESTCHESTER AVENUE
WHITE PLAINS, NY 10604-3539
CONSULTANT:
SPEC'S
DESIGN
GROUP
LLC
17 Hampden Street
Springfield, MA 01103
(413) 732-9550 Fax (413) 739-9995
PROJECT LOCATION:
EASY SPIRIT OUTLET
ADIRONDACK FACTORY
OUTLET CENTER
LAKE GEORGE, NY
SPACE #XXXX
STORE #6830
ISSUE/ REVISION: DATE: REMARKS:
1.21.11 90% REVIEW TO TENANT
1.21.11 FINAL ISSUE TO LANDLORD
SEAL
PROJECT NAME: EASY SPIRIT OUTLET
DATE:
01/17/10
SCALE: AS SHOWN
DWG. BY -
KJ
PROJECT NO: 1
APPVD. BY-
SHEET NO.
A-4
wEEJ n CONSTRUCTI ON
DETAILS & LV -1
eas y spi nt
Jones Retail Corporation
1129 WESTCH ESTER AVENUE
WHITE PLAINS, NY 10604-3539
CONSULTANT-
SPEC'S
DESIGN
GROUP
LLC
17 Hampden Street
Springfield, MA 01103
(413)732-9550 Fax(413)739-9995
PROJECT LOCATION:
EASY SPIRIT OUTLET
ADIRONDACK FACTORY
OUTLET CENTER
LAKE GEORGE, NY
SPACE #XXXX
STORE #6830
ISSUE/ REVISION: DATE: REMARKS:
1.21.11 90% REVIEW TO TENANT
1.21.11 MNAL ISSUE TO LANDLORD
SEAL
PROJECT NAME:
EASY SPIRIT OUTLET
DATE:
01/17/10
SCALE:
AS SHOWN
DWG. BY:
KJ
PROJECT NO:
####
APPVD. BY:
SHEET NO.
SHEET TITLE:
A-5
SECTIONS AND
DETAILS
HANDICAP ACCESSIBILITY SIGNAGE NOTES:
SIGNAGE FOR PERMANENT ROOMS AND SPACES
RAISED AND BRAILLED CHARACTERS:
— LETTERS AND NUMERALS ON SIGNS ARE RAISED 1/32", SANS SERIF
UPPERCASE CHARACTERS AND ARE ACCOMPANIED BY GRADE 2
BRAILLE.
— RAISED CHARACTERS ARE BETWEEN 5/8" AND 2" HIGH
— BRAILLE DOTS ARE 1/10" ON CENTER IN EACH CELL WITH 2/10" SPACE
BETWEEN CELLS.
— BRAILLE DOTS ARE RAISED A MINIMUM OF 1/40" ABOVE THE BACKGROUND.
PICTOGRAMS:
— PICTOGRAMS ARE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION
PLACED BELOW THE PICTOGRAM.
— THE BORDER DIMENSION OF TEH PICTOGRAM IS A MINIMUM OF 6" IN HEIGHT.
FINISH & CONTRAST:
— CHARACTERS AND BACKGROUND OF SIGNS IS EGGSHELL, MATTE OR OTHER
NON—GLARE FINISH.
— CHARACTERS CONTRAST WITH THEIR BACKGROUND (LIGHT CHARACTERS ON
A DARK BACKGROUND, OR DARK CHARACTERS ON A LIGHT BACKGROUND.
MOUNTING LOCATION & HEIGHT:
— PERMANENT IDENTIFICATION SIGNS, WHEN PROVIDED, ARE INSTALLED ON
THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR (AT DOUBLE LEAF
DOORS AND WHEN THERE IS NO WALL SPACE AT THE LATCH SIDE) SIGNS
SHALL BE PLACED ON THE NEAREST ADJACENT WALL, PREFERABLY ON THE
RIGHT.
— MOUNTING HEIGHT IS 60" FROM THE FINISH FLOOR TO THE CENTERLINE OF
THE SIGN.
— MOUNTING LOCATION ALLOWS A PERSON TO APPROACH WITHIN 3" OF THE
SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING
WITHIN THE SWING OF THE DOOR.
SIGNAGE THAT PROVIDES DIRECTION TO OR INFORMATION ABOUT FUNCTIONAL
SPACES OF THE BUILDING OR FACILITY
CHARACTER AND PROPORTION:
— LETTERS AND NUMBERS ON SIGNS HAVE A WIDTH TO HEIGHT RATIO BETWEEN
3:5 AND 1:1 AND A STROKE WIDTH TO HEIGHT RATIO BETWEEN 1:5 AND 1:10
— CHARACTERS AND NUMBERS ON SIGNS ARE A MINIMUM OF 3" IN HEIGHT
(WHEN SUSPENDED OR PROJECTED OVERHEAD 80" OR MORE ALONG A
PATH OF TRAVEL
— CHARACTERS AND NUMBERS ON SIGNS ARE APPOPRIATELY SIZED
ACCORDING TO THE VIEWING DISTANCE FROM WHICH THEY ARE TO BE READ.
FINISH AND CONTRAST:
— CHARACTERS AND BACKGROUND OF SIGNS IS EGGSHELL, MATTE OR OTHER
NON—GLARE FINISH.
— CHARACTERS CONTRAST WITH THEIR BACKGROUND (LIGHT CHARACTERS
ON A DARK BACKGROUND, OR DARK CHARACTERS ON A LIGHT BACKGROUND)
NOTEIS
:
ALL ADA/ HANDICAP SIGNAGE
IS TO BE SUPPLIED AND INSTALLED
BY TENANT'S VENDOR.
STOREFRONT
ENTRY
TO CENTER
OF DECAL
4" WIDE X 4" HIGH
INTERNATIONAL
SYMBOL OF
ACCESSIBILITY
DECAL
TO CENTER
OF DECAL
NOTE:
IF YOU HAVE ANY QUESTIONS
AS TO PLACEMENT LOCATION
OF SIGNAGE DECALS, PLEASE
CONTACT DANIELA DIPAOLA
® 914-640-7907
ENTRANCE SIGNS:
ALL BUILDING ENTRANCES THAT ARE ACCESSIBLE TO AND USABLE BY
PERSONS WITH DISABILITIES SHALL BE IDENTIFIED WITH AT LEAST ONE
STANDARD IDENTIFICATION SIGN DECAL
PERMANENT IDENTIFICATION SIGNS, WHEN PROVIDED ARE INSTALLED ON
THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR (AT DOUBLE LEAF
DOORS AND WHEN THERE IS NO WALL SPACE AT THE LATCH SIDE, SIGNS
SHALL BE PLACED ON THE NEAREST ADJACENT WALL PREFERABLY ON THE RIGHT.
MOUNTING HEIGHT IS 60" FROM THE FINISH FLOOR TO THE CENTERLINE
OF THE SIGN.
MOUNTING LOCATION ALLOWS A PERSON TO APPROACH WITHIN 36"
OF THE SIGNAGE WITHOUT ENCOUNTERING OBJECTS OR STANDING WITHIN THE
SWING OF THE DOOR.
TO CENTER
OF DECAL
STOREFRONT ENTRY
NOTE:
IF YOU HAVE ANY QUESTIONS
AS TO PLACEMENT LOCATION
OF SIGNAGE DECALS, PLEASE
CONTACT DANIELA DIPAOLA
® 914-640-7907
NOTE: WITH MANY DIFFERENT
STYLES OF CASHWRAP FIXTURES,
THIS IS A GENERAL GUIDELINE AS
TO PLACEMENT OF THE DECAL
ACCESSIBLE CASHWRAPS SHALL ALWAYS BE OPEN TO
CUSTOMERS WITH DISABILITIES AND SHALL BE IDENTIFIED
BY A SIGN CLEARLY VISIBLE TO THOSE IN WHEELCHAIRS.
THE SIGN SHALL DISPLAY THE INTERNATIONAL SYMBOL OF
ACCESSIBILITY IN WHITE ON A BLUE BACKGROUND AND
SHALL STATE: "THIS CASHWRAP TO BE OPEN AT ALL TIMES
FOR CUSTOMERS WITH DISABILITIES".
HANDICAP ACCESSIBLE
CASHWRAP WITH
FOLD DOWN LEDGE
6" WIDE X 6" HIGH
INTERNATIONAL
SYMBOL OF
ACCESSIBILITY
DECAL
NOTE:
FYOU HAVE ANY QUESTIONS
S TO PLACEMENT LOCATION
0 SIGNAGE DECALS, PLEASE
CO TACT DANIELA DIPAOLA
0 9N-640-7907
DOORWAY TO
FITTING ROOM
VESTIBULE
DOORWAY TO
HANDICAP
ACCESSIBLE
FITTING ROOM
6" WIDE X 6" HIGH
ROOM IDENTIFICATION
SIGNAGE WITH BRAILLE
CHARACTERS
I
TO CEN
OF DEC
TO CENTER
OF DECAL
6" WIDE X 6" HIGH
ROOM IDENTIFICATION
SIGNAGE WITH BRAILLE
CHARACTERS
TO CENTER
OF DECAL
TO CENTER
OF DECAL
HANDICAP ACCESSIBLE \
FITTING ROOM VESTIBULE
& FITTING ROOM
NOTE:
IF YOU HAVE ANY QUESTIONS
AS TO PLACEMENT LOCATION
OF SIGNAGE DECALS, PLEASE
CONTACT DANIELA DIPAOLA
® 914-640-7907
DOORWAY TO
HANDICAP
ACCESSIBLE
TOILET ROOM
NOTE:
IDENTIFICATION DECAL MUST BE
MOUNTED ON SIDE OF DOOR THAT
THE DOOR HANDLE IS LOCATED ON
AS SHOWN IN THE ILLUSTRATION
6" WIDE X 6" HIGH
ROOM IDENTIFICATION
SIGNAGE WITH BRAILLE
CHARACTERS
TO CENTER
OF DECAL
TO CENTER
OF DECAL
HANDICAP ACCESSIBLE
TOILET ROOM
easy spirit
Jones Retail Corporation
1129 WESTCHESTER AVENUE
WHITE PLAINS, NY 10604-3539
CONSULTANT-
SPEC'S
DESIGN
GROUP
LLC
17 Hampden Street
Springfield, MA 01103
(413)732-9550 Fax (413) 739-9995
PROJECT LOCATION:
EASY SPIRIT OUTLET
ADIRONDACK FACTORY
OUTLET CENTER
LAKE GEORGE, NY
SPACE #XXXX
STORE #6830
ISSUE/ REVISION: DATE: REMARKS:
1.21.11 90X REVIEW TO TENANT
1.21.11 FINAL ISSUE TO LANDLORD
SEAL
PROJECT NAME:
EASY SPIRIT OUTLET
DATE:
01/17/10
SCALE:
AS SHOWN
DWG. BY.
KJ
PROJECT NO:
APPVD. BY -
SHEET NO.
SHEET TITLE:
ACCESSIBILITY NOTES
& DETAILS