HomeMy WebLinkAbout0100 INDEPENDENCE DRIVE (8) I .
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2006 Assessed
Owner: Values:
NUSPEECH REALTY CORP Appraised Value Assessed Value
Map/Parcel/Parcel Extension Building Value: $0 $0
294 /070/002 Extra Features: $0 $0
Outbuildings: $0 $0
Mailing Address Land Value: $348,600 $348,600
NUSPEECH REALTY CORP
%100 INDEPENDENCE REALTY Totals $348,600 $348,600
LLC
100 INDEPENDENCE DR
HYANNIS, MA.02601
Tax Information:
Tax information is currently not available for 2006
Construction Details Property Sketch Legend
Building
Construction info N/A A sketch is not available for this parcel.
Land Interactive Property Map: Ma re uires Plu in:
I have visited the maps before r First time users
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April20Q1 photos available Click Here
Lot Size(Acres) 2.65
Appraised Value $348,600
Assessed Value' $348,600
Sales History:
Owner: w Sale Date Book/Page: Sale Price:
http://www.town.bamstable.ma.us/assessing/assess06/displayparce106.asp?mapparback=ad... 3/14/2006
Barnstable Assessing Search Results Page 2 of 2
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100 INDEPENDENCE REALTY LLC Sep 16 2005 12:OOAM 20268/160 $ 1
NUSPEECH REALTY CORP Apr 15 2005 12:OOAM 19730/053 $6,000,000
INDEPENDENCE MEDICAL ARTS LLC Nov 9 2001 12:OOAM 14427/282 $200,000
PACKAGING INDUSTRIES GP I Nov 15 1985 12:OOAM C104191 $293,000
BAMBARA,JOHN D TR Nov 15 1985 12:OOAM C104192 $250
INDEPENDENCE PARK INC 2442/006 $0
Extra Building Features
Code Description Units/SQ ft Appraised Value Assessed Value
Property Sketch
Legend
BAS First Floor, Living Area FST Utility Area(Finished Interior) UAT Attic Area(Unfinished)
BMT Basement Area(Unfinished) FTS Third Story Living Area(Finished) UHS Half Story(Unfinished)
CAN Canopy FUS Second Story Living Area UST Utility Area (Unfinished)
(Finished)
FAT Attic Area(Finished) GAR Garage UTQ Three Quarters Story
(Unfinished)
FCP Carport GRN Greenhouse UUA Unfinished Utility Attic
FEP Enclosed Porch PTO Patio UUS FUII Upper 2nd Story
(Unfinished)
FHS Half Story(Finished) SFB Semi Finished Living Area WDK Wood Deck
FOP Open or Screened in Porch TQS Three Quarters Story(Finished)
http://www.town.bamstable.ma.us/assessing/assess06/displayparce106.asp?mapparback=ad... 3/14/2006
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1. GENERAL 9. HANGERS, ANCHORS, CLAMPS AND INSERTS
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A. Drawings are diagrammatic and indicate general arrangement of work in A. Hangers shalt Meet NFPA Standards. Provide adjustable swivel rings for piping
Contract. The contractor shall provide all components and materials necessary 3' and smatter. Support piping from building structure to maintain required
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i to make the 'systems fully complete and operational, grade and pitch of pipe tines, prevent vibration, secure piping In place. Secure �' >�°Q,
hangers to Inserts where practical, Hanger rods shalt have machine threads. ( z Qor.�.a
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B. Check Contract Drawings as well as Shop Drawings of all subcontractors to 00
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verify and coordinate spaces in which work of this section will be instatled. B, Hanger rods shall be connected to beam clamp, UL-approved concrete inserts r----` ------�
approved equal expansion shields. Ramset or power driven
C. Maintain maximum headroom at all locations. Al piping, ductwork, conduit, and or Phillips or appro eq p P --- —
associated components shot( be tight to underside of structure. inserts wilt not be allowed.
2. SCOPE C. Hanger spacing shot( meet requirements of state and local codes, Pipe PENDANT SPRINKLER _ _
I A. Perform work and provide material and equipment as shown on Drawings and supports, vertical and horizontal, shot( not bear on sleeves.
as specified In this Section of the Specifications. ---u---J----- EXISTING PIPING
D. Design, furnish and install attachment devices, anchor bolts, and seismic restrains SP SP SPRINKLER PIPING
B. Work shall include, but shall not be limited to, the fottowing, that are required for seismic compliance for all equipment, apparatus, piping, conduit
1. Existing heads at roof level to remain, and other components required by, CTE CONNECT T❑ EXISTING
2. New heads & branch piping to be installed in accordance with NFPA No, 13, 1. Boca
# HYDRAULIC NODE POINTS
I 3. Shop drawings in accordance with NFPA No, 13.
T 2. SMCNA guidlines for seismic restraint of Mechanical System Q
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3. SITE VISIT 3, NFPA 13 — -------
A. " Before submitting bid, visit and carefully examine site to identify existing
4, State and local codes
conditions and difficulties that wfU affect work of this Section. Indicate In bid { FIRE PROTECTION LEGEND
any areas where sprinklers are required but not specified or shown in the bid 10, SPRINKLER HEADS -
payment by
documents, No extra a menu will be allowed .for additional work caused [
unfamiliarity with site conditions that are visabte or readily cons
y A. Provide UL-listed,:FM-approved sprinkler heads to match existing heads "in building. 1
experienced observer. B. Sprinkler heads shalt be removed and replaced with new heads In new locations to provide
A 7HORITIES AND PERMITS adequate coverage throughout the area in accordance with the requirements of NFPA 13'
4. CODES, STANDARDS, U
A. Perform work required by rules, regulations, standards, codes, ordinances, and
taws of Local,. state, and federal governments,, and other authorities that have 11. SPECIAL RESPONSIBILITIES
legal jurisdiction. Materials and equipment shall be Manufactured, Installed :and Architect of location and extent of existing piping and equipment that
9 .lA. Notify9 p P 9 ;I
tested as specified in latest editions of: interferes with new construction In coordination with and with approval of
Architect relocate piping and equipment to permit new work to be provided !I#'
1. Local and state buildingand fire department codes. P P 9
p as required by Contract Documents. Remove non-functioning and abandoned
2. National, Fire Protection Association (NFPA) piping and equipment as directed by Architect. Dispose of or store materials
3. American Insurance Association CA.I,A.> as directed by Architect. °
4. Underwriter's Labortories (UL) $. Use of premises) Restrict use of premises as directed by Building Manager,
5. Authority Having Jurisdiction, City of Hyannis 12, SPRINKLER SYSTEM INSTALLATION
A. Provide wet-pipe sprinkler system,
5. GUARANTEE AND 24 HOUR SERVICE
� B. Work shalt be neat, Piping shall run concealed, Work shalt be ,
A. Guarantee work of this section (n writing for one year following the date' of properly and of f ectively protected and pipe openings shalt be temporarily
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closed to prevent obstruction and damage before completion,
C) substantial completion.
6. SUBMITTALS C. Except as specified otherwise, material and equipment shall be new,
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I A, Provide product data prepared by manufacturers, suppliers and vendors 13, CONTINUITY OF SERVICES
comprising of detailed dimmensional drawings including separate reflected
00 ceiling plans including location of each sprinkler head. A. Existing services shall not be interupted without owner's approval.
00 1. Accurate and complete description of materials of construction. B. Coordinate all interruptions with Building Manager and/or Architect
X 2. Manufacturer's published performance characteristics and C. Notify the 'Authority Having Jurisdiction' when shutdowns of existing
C ratings (performance data, alone, (s not acceptable). systems are necessary. --�— ---�
0-71, 7. WORKING PLANS
14, TESTS
(D A. Submit Working Plans signed and seated by Professional Engineer
registered in Massachusetts to authorities that have ,jurisdiction, Including, A, Test sprinkler system as required by NFPA Codes and agencies
>) 1. Architect that have ,jurisdiction
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t be made. _,. - -._._..__ .. . ._.._.. _. _- 1_..__....._
B. Notify Architect and agencies that have jurisdiction of tests o - - - --
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P. Insurance Underwriter,
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3, Cit of H annis
(n C. Test sprinkler piping and make watertight before painting and before j
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concealment. Tests shall be witnessed by insurance underwriters
W B. Submit Working Plans in one complete package, representative, the Municipal Inspector, and a representative of the Architect. i
x C. Working Plans wilt be subject to Architect's final approval. Submit to Architect D. Sprinkler system ,shot( be tested to_hydrostatic` test at system pressure in
only after review by other authorities, accordance with NFPA requirements. f
j I 8. PIPE AND FITTINGS E. If Inspection or test show defects, such defective work or Material shalt be
replaced and Inspection and tests shalt be repeated until work is accepted.
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Pie shc.l meet - tir_able A SI o ASTM standards __ _ ..: .; -=: � i
Q_ A, a .9 pP w_ it ew,,r�aterlat:
P ., Repairs to,piping in _shall,be :made .w h>,n n .�, _ I ,
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Ines shot( meet
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manufacturers name and standard marked o
applicable ANSI or ASTM standards. Where ANSI or ASTM standard does 15. CLEANING
0 not exist joints and fittings shalt bear UL listing symbol. f -- -~ a'
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A. Clean installation thoroughly upon completion to remove grease, metal f "Al�
N 9 P P P Y cuttings, dirt °and other foreign materials. Repair stoppages, discoloration and C. Service, Above round wet-pipe e sprinkler systems, g 9 p 7
(� 1. 2' and smaller, damage that result from failure to clean piping properly within Contract Price.
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Pipe Material, Welded and seamless steel pipe, Schedule 40, ASTM A53. ! 1
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• Fitting Material, Cast Iron, class 250, ANSI B16.3. r
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Mechanical grooved couplings with malleable Iron housing _ I CTE 2 B ¢ o �
o clamps to engage and lock, 'C' shaped composition _._._-. _ __..._._...__.-:
seating gasket, steel bolts, nuts and washers, LINE W NEW 2" SP
� ram.
Pipe Joint, Roll groove, cut groove or thread, Apply ,joint compound or
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Teflon tape to mate pipe threads on threaded systems.
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N FIRE PROTECTION SPECIFICATION
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PIPE SCHEDULE
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