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HomeMy WebLinkAbout36057-ZTown of Southold Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 4/9/2012 CERTIFICATE OF OCCUPANCY No: 35525 Date: 4/9/2012 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2650 NASSAU POINT RD CUTCHOGUE, SCTM #: 473889 Sec/Block/Lot: 104.-12-15 Subdivision: Filed Map No. conforms substantially to the Application for Building Permit heretofore 11/16/2010 pursuant to which Building Permit No. was issued, and conforms to all of the requirements of the applicable provisions of the law. Thc occupancy for which tins certificate is issued is: alterations and additions, including outdoor shower stall and covered porches, to an existing one family dwelling as applied for. Lot No. filed in this officed dated 36057 dated 12/1/2010 The certificate is issued to Shannon Goldman & Deborah McKeand (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 3/29/12 36057 3/16/12 Peconic Plumbing & Heating FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 36057 Z Date DECEMBER 1, 2010 Permission is hereby granted to: GOLDMAN & MC KEAlgD 2650 NASSAU PT RD CUTCHOGUE,NY 11935 for : A~DDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at County Tax Map No. 473889 Section 104 pursuant to application dated NOVEMBER Building Inspector to expire on JUNE 2650 NASSAU POINT RD CUTCHOGUE Block 0012 Lot No. 015 16, 2010 and approved by the 1, 2012. Fee $ 752.80 Authorized Signature ORIGINAL Rev. 5/8/02 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 76S-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey °f propertY with accurate location o f all buildings, pyoperty lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S_9 form). 3. Approval of electrical installation from Board o f Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit PI.arming Board Approval of completed site plan requirements. B. F~rex~sti~gbui~dings(pri~rt~Apri~9~~957)n~n~~~nf~rminguses~~rbui~dingsand``pre-ex5sting~~~anduses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the apPlicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 New Construction: Location of ProPerty: Date. Old or Pre-existing Building: (check one) House No. Street · Owner or Owners OfProperty: ~(~.~C,~k~i. qX, f~,.~-.~ ~ ~X(x~ C. ~')'~CX~fX(~,, Hamlet .. Suffolk County Tax Map No I000, Section Subdi¥ision Permit No. 5D~(,~ Health Dept. Approval: ' Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ Date of Permit. ~- l -- / O Block ~._ Lot Filed Map. Lot: Applicant: Underwriters Approval: Final Certificate: (check one) Applicant Signature Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971 0959 Telephone (631 ) 765-1802 Fax (631) 765-9502 ro.qer, r chort~.town, so uthold, ny. us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION ssued To: McKoand/Goldman Address: 2650 Nassau Pt Rd City: Cutchogue St: NY Zip: 11935 Building Permit #: 36057 Section: 1 04 Block: 12 Lot: 15 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: TwinFork Electric Inc License No: 3488-e SITE DETAILS Office Use Only Residential I~ Ind°°r l~l Basement ~ Service Only~ Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage Service 1 ph 2~; Service 3 ph Main Panel ~ Sub Panel Transformer Disconnect 2L~ Other Equipment: INVENTORY Hot Water GFCI Recpt A/C Condenser Single Recpt A/C Blower Range Recpt Appliances Dryer Recpt Switches Twist Lock Ceiling Fixtures [~ HID Fixtures Wall Fixtures ~.~ Smoke Detectors Recessed Fixtures ~.~ CO Detectors Fluorescent Fixture [~ Pumps Emergency Fixtures[~ Time Clocks Exit Fixtures [~J TVSS 2-combination smoke/co detectors, I exhaust fan, 4 paddle fans Notes: Inspector Signature: Date: March 16 2012 81-Ced Electrical Compliance Form.xls Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 Fax (631) 765-9502 Telephone (631 ) 765-1802 BUILDING DEPARTMENT TOWN OF $OUT~OLD CERTIFICATION Building Permit No. '-~ (o ~ 5'~ ~ ~-~lease p~int) Plmber: ~ ~V~ ~ ~l~e print) lead. I certify that the solder used in the water supply system contains l~ss than 2/10 of 1% Sworn to before me this 4~0 _ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICALJl[QUGH) ~ ] ELECTRICAL (FINAL) REMARKS:~'~., ~~ DATE Il I~/// INSPECTOR~ ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT/ION ] FOUNDATION 1ST [ '~ROUGH PLBG. [ ] F~NDATION 2ND [ ] INSULATION [ ~ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIR~E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ,'"J' FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) . [ ] ELE~'i"ICAL (FINAL) REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-t 802 INSPECTION ~(~ELECTRICAL (ROUGH) REMARKS: [ ] FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ] ELECTRICAL (FINAL) DATE ////~ ~'~/ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R/QUGH PLBG. [ ] FOUNDATION 2ND [~INSULATION [ ]FRAMING/STRAPPING [ ] FINAL [ ]FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ~,[ ] ELECTRICAL (FINAL) REMARKS: ~ INSPECTION [ ] FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION ~>~FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] E LECTR/~_~FI NA_~~.~ [ ] ELECTRICAL (ROUGH) ,[ REMARKS: ~ INSPECTOR '~~,~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 TOWN OF SOUTHOLD BUILDING DEPT. 765-t 802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]INSULATION [ ]FRAMING/STRAPPING J~FINAL ~ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUC'rlON [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST FOUNDATION 2ND FRAMING / STRAPPING FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ~(qc~.ELECTRICAL (FINAL) REMARKS: DATE MICHAEL NEUMANN ARCHITECTURE LLC IRe McKeand/Goldman Resldence 2650 Nassau Point Rd Cutchogue, NY 11935 Southold Town Permil Building #3605? Dear plans examiner Please note that I have inspected the strapping at the above mentioned location and found it to code. SincereJy, Michael Neumann Pa(W 1 ol 1 TOWN OF SOUTHG BUILDING DEPART TOWN HALL SOUTHOLD, NY 119' TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown. NorthFork. net NOV 2010 iL J Examined ,2G Approved I 9 -- [ ,20 [ 19 Expiration BLDG. DEPI. TOVqN OF SOUINOLD PERMIT NO. Building Inspector BUILDING PERMIT APPLICATION CHECKLISI Do you have or need the following, before applying[ Board of Health. 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm-Water Assessment Form Contact: Mail to: Phone: APPLICATION FOR BUILDING PERMIT Date NOV ~tfl l~-Iq.-. I ~ ,20 i 0 INSTRUCTIONS a. This application MUST be completely filled in by' typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showiug location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas~, and waterways. c. The work covered by this applicatiou may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection tbroughout the work. c. No building shall be occupied or ased in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issnance or has not been completed within 18 ~nonths from such date. If no zoning amendments or other regnlations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance ora Building Permit pursuant to tile Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations./'or the coustmction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply }}ith all applicable laws, ordinances, building code, housing cgde, andy~gulatious, and to adnrit authorized inspectors on prenrises and in bnilding for necessary inspections. , ~,~ ~ -- ~ (Signature oft'aappiicant or'name, ifa corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Nameofownerofpremises ~<~NO/x.l D- (j~oL4prtrl/¥kl a4,t4( 17fiStBOr~.4 L- (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name aud title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street County Tax Map No. 1000 Section Subdivision Hamlet Block \'2-. Lot 1~ Filed Map No. I~' Lot 17&, 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 'I;z.~'~Ilp~NFUIA. L- b. Intended use and occupancy Nature of work (check which applicable): New Building Repair Removal Demolition Estimated Cost ~ g.z>O/Od)O Fee ff dwelling, number of dwelling units If garage, number of cars Addition X Alteration Other Work (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions ofexi~tin~ structures, if any: Front zl~?n Rear '7-40~ - Depth Height. l z{ - t Number of Stories Dimensions of same structure with alterations or additions: Front '~-'7a Rear Depth ~'/-- 6 He ght ~Y~ ~'~ Number of Stories 8. Dimensions of entire new construction: Front I~- [ Rear I%-I .Depth ]'{ Height ~..~ ~" Number of Stories 9. Size of lot: Front '~9 ~ Rear /'~-'~ Depth '5~o ~ · 10. Date of Purchase r~/142.cH iq ~ ,~ol o ll. Zone or use district in which premises are situated 'g~'~° I'~tl;~t~I'4TLAL- / boV,4 ~{~ 12. Does proposed construction violate any zoning law, ordinance or regulation? YES . NO ~ 13. Will lot be re-graded? YES NO~ Will excess till be removed from premises? YES NO ~ ~/~ ~q~ ~'o~ ~o,~ ~m~ ~.~ ~a~ ~Phone No. q 14. NamesofOwnerofpremisesO~H~oAddress ~ao~ ql~ql Iff~ Name of Architect ~¢~ N¢¢~ Name of Contractor '1~ ~ Name of Former Owner t3i~w__-Hor~ ~ tC,T ,ZOO& :r-e-e~z~oc/l~c,g 'T/z-caST" Address I'p'7 ~65V ¢'¢~SW bi¥c-Phone No 'xt'z-- ~,'/¢. z2-~c5 Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES__ * IF YES. SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO ,,~ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. NO 3X:~, 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 1 7. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 1 8. Are there any covenants and restrictions with respect to this property? * YES NO x,>Q · IF YES, PROVIDE A COPY. ~ STATE OF NEW YORK) SS: COUNTY OF ) [ ~'FOO~-,'q-I~ NlClc~'t,41D ~ 31'~lOiq 'F_~/--0rl0ftlQ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) S,a orn to betbre me this of said owner or ov,.ners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the mauner set fbrth in the application filed therewith. ~, /2 day of /%1~ a 20/ CU Signature of Applicant BUILDING PERMIT EXAMINER CHECKLIST *Date Submitted: I { "[~ "' [0 Date Reviewed: ! I-g' }~roperty Address: ' rte COs? ~}uildtngPermits(Open/Expired):BP ""- -Z/C/0Z- ~ ,Info: '~- BP__-Z/CJOZ- ,Info: IP__-Z / C/0 Z- ,Info: BP__-Z / C/0 Z- .,Info: BP -Z/C/0 Z- ,Info:_ tiligle & Separate Search Required? Y o~)Determination: LEQ. Lot Size.'. ' k('O,009 ACT. LotSize: ~T~8'_q"7 . P',EQ-Lotcov. °9'°~ACT:LotCov. LEQ. Front ~-o ACT~FrontJk%c-~.~RE,_~ Side ~ ACT. S~do. 6/~ REQ. Rear~.~-o-. PROP: Rear ~ LEQ. H0i~kt..~J~ ACT. Height · ~ ,S- R~sZ, ~,,z~L $fl}~r$ ~'~-/I cT o/XT- ' ' lyes, water body: '-'---'-' Panel# lbT °¥1ood Zone: ~ Bulkhead/BluffD~stane" '~ e: ~J)DITIONAL APPROVALS REQUIRED ~uffolk County Health: Y or~- If yes, ;Bed#: *Date: / / *Permitht: - If no, certification required: Y or N Received: Y orN By: ~S DEC: PR~n~cgan~ Y or~- Date: / / Permit #: ;outhold Trustees: y 0~ Date: Permit #: ;outhold ZBA: Y or~. Date: __/ /__ Permit #: ;outhoid Planning: Y 0O- Date: "/__ Permit #: ['own Landmark C of A: Y o~TE: __ Town Septic: Y o~ or NJ Letter - Notes: or NJ Letter - Notes: - Notes: - Notes: *NYS cODE Compliance (page 2)(~or N .ee Structure. *oundation: SF ~irstFloor: } ~ 70 SF ;econd Floor: o% } ~-- SF Other: SF Fotal: I 3 '~fl,. SF Calculation: + Initial Fee: $ &- o + Additional Fee ( ): $ SF X $ =$ + Initial Fee: $ + Additional Fee ( ): $ Tm: : $ 75,. NEW YORK STATE CODE COMPLIANCE CHECICLIST CLIMATIC/GEOGRAPHIC D~SIGN CR/TER/A: DeSign Temp: 11 k''''/ -Ice Shield Underlay: YE$ x// Flo;d Hazai'ds: ' USB/OCCUPANCY CLASSIFICATION: / /'~,' 3 ~-~. a d._ , TYPE OF CONSTRUCTION: DBSIGN CtL1TBIU3%: ENGINEBRBD~. VULL LEM ,TSLy/N CEDING JOISTS: Y~ FLOOR JOISTS: L~BER SPECIES ~D G~E: GLRDERS: Y/N ROOF RA37TERS: L WINDOW AND DOOR SCHEDULE! /~ ~ .NIISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N ~rENT 4 %: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RiSER DIAGRAM: Y/N LOCATION OF FII:LE PROTECTION EQUIPMENT: YfN TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS'~ TOTAL COMPLIENCE?~ O/N (RETURN TO PAGE ONE) . TOwn of Southold Erosion, Sed,mentatiO, & Storm-Water Run. Off ASSESSMENT FOR~" ; b. Whal b lhe To,al .,~a of Laxl CI~ 5 6 7 8 9 Generated by a ~o (2') Inc~ Rain~ m 8~e? (This Item wll bldude, all mn~ created iW site · bnpe~k~ sormce~) Drainage Sbuctures In~G~ Size & I. oca~e? TNs s~ contusing Sorrace Wa~ Flow. - 3 Does the 8ire Dian and/or 8arvey desc~be the moslon ~'~ canlml ~e arcelm and sa~m water dl~es. This Excavalisn where thare IS a change to ~ne Natural Ex~ling Grade ~'lvolv~g more than 200 Cubic Yards of Material within any Parcel? ncempassing an Nee in Excess of Five 'l'hou,sand (5.000 S.F.} Square Feet of Ground Suffece? ' Is there a Natural Water Course Running through.the Site? Is lh~ Project within the Trustees jurindlc0o~ [--~ or within One Hurl'nd (100~ feet of a Wetland Or -- Beach? w~E~ Site Pmparati°n °n Ex'sUng Grade Slopes ~ ~=xceed Fifteen (t 5) feet of VarlJcel' Rise to :l One Hundred (100') of H0rknelel DistanCe? ~ Will Driveways, Pan~dng Neas Or other Impellers Surfaces be Sloped ~o Direct Stown-Water Run-Off into and/ar in the direction of a Town rlgh~4-way? -- STATEOFNEI,V'YOR~ ~ _ ,Jr' ,-,~.~ COUI~ OF ...._~....~ ......... SS Notan/~ State of New vo~ · No. And that he/she is the tv) ~ Owner and/or repres~mtanve of the Owuer or Owners, and ~s duly anthonzed to perform or have performed the said work and to make and file this apl~lica~on, that all .~mt~neats Contained m this applicaUon are Ixue to the best of his knowledge and belief; and that the work w~l be performed in the manner set forth in the application filed herewith. Sworn to before me this; Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 · ax (631) 765- 5 roger, nchert~jown.sout~So~(~.n¥.us BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Company Name: ~'k)/ Name: # l{~ ,J License No.: :~ ~'~ E' Address: I~0 ~:~ c[~ Phone No.: 722,- ~) JOBSITE INFORMATION: Date: (*Indicates required information) *Name: *Address: *Cross Street: *Phone No.: Permit No.: ,~ ~'"~ Tax Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Cleady) (Please Circle All That Apply) *Is job ready for inspection: *Do you need a Temp Certificate: Temp Information (l~edl *Service Size: P h~___~.ase'. *New Service: Re-connect Additional Information: 82-Request for Inspection Form 3Phase 100 Underground Final 150 ,_~2~ 300 350 400 Other Number of Meters ~ of S~ve~d PAYMENT DUE WITH APPLICATION GABRIELSEN BUILDERS P.O. Box 301 Jamesport, NY 11947 Phone/Fax 631-722-4085 FAX COVER SHEET Date: 11/22/11 To: Southold Town Building Department Fax Number: 631-765-9502 From: Tom Gabrieisen Number of Pages Sent (including cover sheet): 2 Notes: RE: Goldman, 2650 Nassau Point Rd., Cutchogue, NY, Permit # 36057 Please find Michael Neurnann Architecture LLC strapping inspection certification. Thank you. Town Hall Annex 54375 Main Road P.O. Box 1179 Southold~ NY 11971 0959 Telephone (631) 765 1802 Fax (63 I) 765-9502 March 16, 2012 BUILDING DEPARTMENT TOWN OF SOUTHOLD Shannon Goldman 212 Grand St., 3A NewYork, NY 10013 Re: 2650 Nassau Point Rd., Cutchogue TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) ~"Electrical Underwriters Certificate. (contact your electrician) A fee of $50.00 __ Final Health Department Approval. ~,{~ ,~-~ Plumbers Solder Certificate. (AIl permits involving plumbing after 4/1/84) __ Trustees Certificate of Compliance. (Town Trustees # 765-1892) __ Final Planning Board Approval. (Plannin9 # 765-1938) __ Final Fire inspection from Fire Marshall. __ Final Landmark Preservation approval. BUILDING PERMIT: 36057- Addition/Alterations REScheck Software Version 4.3.1 Compliance Certificate Project Title: McKeand / Goldman Residence Energy Code: Location: Construction Type: Project Type: Heating Degree Days: Climate Zone: Construction Site: 2650 Nassau Point Rd Cutchogue, NY 11935 2007 IECC Suffolk County, New York Single Family Addition/Alteration 5999 4 Owner/Agent: McKeand / Goldman 2650 Nassau Point Rd Cutchogue, NY 11935 Compliance: 7.4% Better Than Code Maximum UA: 359 Your UA: 333 The % Better or Worse Than Code index reflects how close [o compliance the house is based on code trade-off ru~es It DOES NOT provide an estimate of energy use or cos[ relative to a minimum-code home Designer/Contractor: MNA 127 West 24th St Floor 7 New York, NY 10011 212-675-2285 Entry, Dining - Floor: All-Wood Joist/Truss, Over Unconditioned 236 19.0 0.0 11 Space Entry, Dining - Ceiling: Flat Ceiling or Scissor Truss 236 15.0 0.0 15 Wall 1: Wood Frame, 16" o.c, 169 26.0 0.0 6 Window: Custom Sliders: Wood Frame, Double Pane with Low-E 25 0.500 13 Window: Custom Sliders: Wood Frame, Double Pane with Low-E 25 0.500 13 Wall 2: Wood Frame, 16" o.c. 91 15.0 0.0 5 Window: CUDH 3016: Metal Frame, Double Pane with Low-E 10 0.310 3 Front door: Solid 20 0.500 10 Living Rm - Floor: All-Wood Joist/Truss, Over Unconditioned Space 387 19.0 0.0 18 Living Rm - Ceiling: Cathedral Ceiling (no attic) 387 19.0 00 20 Walt 3: Wood Frame, 16" o.c. 159 15.0 0.0 12 Wall 4: Wood Frame, 16" o.c. 217 26.0 0.0 9 Window: Custom Sliders: Wood Frame, Double Pane with Low-E 25 0.500 13 Window: Custom Sliders: Wood Frame, Double Pane with Low-E 25 0.500 13 Kitchen - Floor: Ali-Wood Joist/Truss, Over Unconditioned Space 252 19.0 0.0 12 Kitchen - Ceiling: Flat Ceiling or Scissor Truss ............. Exemption: Framing cavity filled with insulation Wall 5: Wood Frame, 16" o.c. 129 15.0 0.0 6 Window: CUPAWN 3640: Metal Frame, Double Pane with Low-E 10 0.300 3 Window: CUPAWN 3640: Metal Frame, Double Pane with Low-E 10 0.300 3 Window: CUPAWN 3640: Metal Frame, Double Pane with Low-E 10 0.300 3 Kitchen Door: Glass 17 0.320 5 Wall 6: Wood Frame, 16" o.c. 34 19.0 0.0 2 Study- Floor: All-Wood Joist/Truss, Over Unconditioned Space 169 19.0 00 8 Wall 7: Wood Frame, 16" o.c. 124 19.0 0.0 7 Window: CUDH3226: Metal Frame, Double Pane with Low-E 15 0.310 5 Wall 8: Wood Frame, 16" o.c. 124 19.0 0.0 7 Window: CUDH3226: Metal Frame, Double Pane with Low-E 15 0310 5 Wall 9: Wood Frame. 16" o.c. 111 19.0 00 4 Project Title: McKeand / Goldman Residence Report date: 11/08/10 Data filename: P:\McKeand Goldman Residence\Documents\Rescheck\Mckeand Goldman 2.rck Page 1 of 7 YJndow: CUDH3026: Metal Frame, Double Pane with Low-E Win~'~w: CUDH3026: Metal Frame, Double Pane with Low-E Window: CUDH3026: Metal Frame, Double Pane with Low-E Loft - Ceiling: Cathedral Ceiling (no attic) Wall 10: Wood Frame, 16" o.c. Window: CUDH 3222: Metal Frame, Double Pane with Low-E Window: CUDH 3222: Metal Frame, Double Pane with Low-E Window: CUDH 3222: Metal Frame, Double Pane with Low-E Window: CUDH 3222: Metal Frame, Double Pane with Low-E Wall 11: Wood Frame, 16" o.c. Window: CUDH 3222: Metal Frame, Double Pane with Low-E Window: CUDH 3222: Metal Frame, Double Pane with Low-E Window: CUDH 3222: Metal Frame, Double Pane with Low-E Window: CUDH 3222: Metal Frame, Double Pane with Low-E Wa~ 12: Wood Frame, 16" o.c. Window: CUDH4022: Metal Frame, Double Pane with Low-E Window: CUDH4022: Metal Frame, Double Pane with Low-E Window: CUDH4022: Metal Frame, Double Pane with Low-E Wall 13: Wood Frame, 16" o.c. Window: CUDH4022: Metal Frame, Double Pane with Low-E Window: CUDH4022: Metal Frame, Double Pane with Low-E Window: CUDH4022: Metal Frame, Double Pane with Low-E 15 0310 5 15 0.310 5 15 0.310 5 169 19.0 130 5 144 190 0.0 5 13 0.310 4 13 0.310 4 13 0.310 4 13 0.310 4 143 19.0 00 5 13 0.310 4 13 0.310 4 13 0.310 4 13 0310 4 128 19.0 00 5 16 0.310 5 16 0310 5 16 0310 5 128 19.0 0.0 5 16 0.310 5 16 0.310 5 16 0.310 5 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2007 IECC requirements in REScheck Version 4.3.1 and to comply with the mandatory requirements listed in the R~heck Inspection Checklist. Name-Title '.~.~..)~ /~"~-~7 ',gnature ' Date Project Title: McKeand / Goldman Residence Report date: 11/08/10 Data §lename: P:\McKeand Goldman Residence\Documents\Rescheck\Mckeand Goldman 2.rck Page 2 of 7 N STREET ADDRESS; 2650 NASSAU POINT ROAD LO~' NUMBERS REFER TO'AMENDED MAP 'A' OF NASSAU POl^, r, OIVN£D BY NASSAU POINT PROPER77ES. ~NC. ' FILED IN THE SU?FOLK COUNTY CLERK'S OFFICE ON AUGUST ?6, 1922 AS &CAP NO. 156. SURVEY OF PROPERTY A T NASSAU POINT TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. I000-104-i~-I6 SCALE: 1~$0' ~SRUARY 2, ~0~0 N7B'36'20'E '20'W AREA-29,857 80. I=T. TO TIE LINE LOT 177 285,4u ', cOT 175 J --MONUMENT ANY ALY~RAI'ION OR ADDITION TO BYI$ SURVEY IS X VIOLA~ON OF SECTION 72090F 7'~£ NEW YORK STALE £OUCAnoN I.AW. EXC£PI' AE PER S£C~'ION 7209-SUSDIHSION Z ALL CER~IFICA770NS CERTIFIED 10: SHANNON GOLDMAN DEBORAH MCKEAND Y~LLS FARGO. NA P.O. 8ox 909 7230 17~A VELER STR~'"f SOUTHOID, N.Y. 11971 1'0-105 MICHAEL NEUMANN ARCHITECTURE LLC 127 WEST 24TH STREET 7TH FLOOR NEW YORK CITY 1001' ~ WWW.MNARCH.COM T 212,675.2285 F 212.675.2287 ;7 PROJECT' 2650 NASSAU POINT ROAD CUTCHOGUE, NY RETAIN STORM WATER RUNOFF PURSUANT T0 CHAPTER 236 0F THE TOWN CODE PLUI ~ING ~UM~E~ CERT/~ICA~ ON L~NT ~E C~RTfF~ ~ ~GuPANCY UNDERWRITERS CERTFJCA~ ~ S~R ~IN WA ~R REOUIRE~ SUP~ Y ~Y~M CANNOT EXOEED:~IO ~,1% LEAD. OCCUPANCY OR USE IS UNLAWFUL DO NOT PR~EEO WffH " WITHOUT CERTIFICATE O~ OCCUPANCY CERTIFiCATiON OF NAILING & CONNECTIONS REQUIRED. PERMIT SUBMI~AL NOV 4, 2010 KEY PLAN AREA MAP / BUILDING DEPT DATA DRAWING ~* ~ ~ ..... ~ , s:~: : ,~ , ~" ~;~ LOT 15 A-0m02 NOTES S-3 TRUSSAND F~MING DETAILS ~E~¢E LOW ~ENS~ ~ F ~s~ ~ ~ BUILDING OCCUPANCY' RESIDENTIAL 1, FOUNDATION - ~ REOUI~ED ,~ ......... SQUARE FOOTAGE: 2012 SF 4 FINAL - OO~8~UCTION & E~C~IOAL ":,.: ' ~ ~ ,' ,-' / ~:~'?~.,~ ¢ 8~B:'/ ~¢~¢, REQUIREMENTS OF THE CODE8 OF NEW ~ ~ ~,~ ~ SQUARE FOOTAGE: JR LU L EQ i -+6'-9 EQ l-q · +13'-101/2" VJ.F, PARTIAL WALL DEMO -+10,~,. 1/~4. V i F --J DE'ROOF P NE I /' Z GENERAL NOTES PRIOR TO ANY DEMO WORK, CONTRACTOR IS TO BE FULLY FAMILIAR WITH SCOPE OF DEMOLITION AND NEW CONSTRUCTION, TAKE SPECIAL NOTE OF AREAS OF PARTIAL DEMO WHERE NEW WINDOWS OR BOORS ARE TO BE INSTALLED SO THAT ONLY THE MIN]MUM DEMO REQU]RED IS CARRIED OUT. 2, CONTRACTOR SHALL TAKE PRECAUTIONS AGAINST DAMAGING OR DISRUPTING BUILDING SYSTEMS, WIRING OR CONTROL TUBING. ANY DAMAGE TO THESE ITEMS SHALL BE REPAIRED AT NO ADBITIORAL COST TO THE CLIENT 3, CONTRACTORS ARE TO CONFORM TO ALL BUILDING REGULATIONS WITH REGARD TO DEMOLITION, 4 ALL ABANBONED WIRE, CONDUIT, AND PIPING ARE TO BE REMOVED BACK TO SOURCE, CONTRACTOR TO PROVIDE TEMPORARY STRUCTURAL SUPPORT, THERMAL AND MOISTURE PROTECTION FOR ALL AREAS OF DEMO THROUGHOUT COURSE OF CONSTRUCTION 6, AT THE END OF EVERY DAY, SITE IS TO BE LEFr IN BROOM CLEAN CONDITION 7, APPROVED CONSTRUCTION SUPERVISOR TO BE ON SITE AT ALL TIMES WHILE PERSONNEL ARE IN THE BUILDING, ALL WORK TO BE COORDINATED WITH THE OWNER, 8, 48 HOUR NOTICE WILL BE GIVEN TO THE OWNER FOR ANY SERVICE SHUT-OFFS DEMOLITION NOTES WALL AND ALL RELATED COMPONENTS TO BE REMOVED, INCLUDING BUT NOT EXCLUSIVE TO: FINISH MATERIAL, FRAMING, INSULATION, ELECTRICAL, PLUMBING, ETC, AS INDICATED BY BASHED LINES, PATCH ANB REPAIR ALL ADJACENT WALLS, FLOORS & CEILINGS PER CONSTRUCTION DOCUMENTS FOR SMOOTH, FLUSH SURFACE MAINTAIN ALL THERMAL / MOISTURE / STRUCTURAL CONDITIONS THROUGHOUT DEMOLITION, EXlST'O DOOR / WINDOW TO BE REMOVED, INCLUDING BUT NOT EXCLUSIVE TO: FRAMING, GLAZING, ETC MAINTAIN ALL THERMAL / MOISTURE / STRUCTURAL CONBITIONS THROUGHOUT DEMOLITION, EXISTING ELECTRICAL PANEL LOCATIONS TO REMAIN, REMOVE ALL UNUSED WIRING / OUTLETS ! SWITCHES BACK TO CIRCUIT PANEL. EXtST'G FINISH FLOOR TO BE REMOVED SUBFLOOR TO BE PREPPED AND LEVELLED FOR INSTALLATION OF NEW FLOOR, SEE CONSTRUCTION DOCUMENTS. PROTECT ALL ADJACENT CONSTRUCTION EXIST'G BASEBOARD HEATERS TO BE REMOVED AT LOCATIONS AS NOTED CAP PLUMBING AND ALL CONNECTIONS AND ALLOW FOR NEW SYSTEM INSTALLATION PER CONSTRUCTION DOCUMENTS, EXlST'G ATTIC EXHAUST FAN TO BE REMOVED ANB RAVEB FOR LATER REINSTALLATION, REFER TO RCP FOR NEW LOCATION. PATCH & REPAIR CLG TO MATCH ADJ. FOR SMOOTH; FLUSH FINISH, PORTION OF EXIST'G BECK PLANKING TO BE REMOVED, A8 INBICATED BY DASHED LINE, SALVAGE / STORE SCRAP WOOD FOR DECK ADDITION, COORDINATE SIZING OF DEMO WITH ADDITION, AS NOTED ON ARCHITECTURAL PLAN PORTION OF EXIST'G DECK RAILING TO BE REMOVED, AS I'qDICATED BY DASHED LINE, SALVAGE / STORE SCRAP WOOD FOR DECK ADDITION, COORDINATE WITH ARCHITECTURAL ! 81TE PLANS, EXIST'G ROOF / CLG STRUCTURE, INCLUDING BUT NOT EXCLUSIVE TO; ROOFING, INSULATION, CLG, ELECTRICAL, ETC, TO BE REMOVED, PROTECT EXIST'G STRUCTURE THROUGHOUT DEMOLITION, EXIST'G CLG FEATURE FAN, LIGHTING, SPEARER, POWER, ETC,, TO BE REMOVED PATCH & REPAIR CLG PER CONSTRUCTION DOCUMENTS FOR SMOOTH, FLUSH FINISH, EXlST'G THERMOSTAT TO SE RELOCATED, COORDINATE WITH POWER PI~qS, EXlST'G ELECTRICAL TO BE REMOVED, PATCH & REPAIR WALL AS REQ'D FOR SMOOTH, FLUSH FINISH, REMOVE ENTIRE ROOM INCLUDING BUT ROT L[M[TEB TO WALLS, WlNBOWS, DOORS, ELECTRICAL, PLUMBING, FLOOR, CEILING, ROOF, AND BLOCK FOUNDATION TO MAKE WAY FOR NEW FOUNDDATION AND 2 STORY SPACE COORDINATE WITH CONSTRUCTION BOCUMENT8 [~] EXlST'G ROOF TO BE REMOVEB AT LOWER PORTION, AS INDICATEB BY DASHED LINES, PROTECT ALL EXIST'G ADJACENT CONSTRUCTION THROUGHOUT DEMO & CONSTRUCTION. PATCH AND REPAIR AD J, ROOF SURFACE AS REQ'B TO MAINTAIN ALL DRAINAGE/INSULATION CONDITIONS PROTECT EXIS1'G MASONRY CHIMNEY AT ALL TIMES, F~ EXIST'G PORCH AND PORCH ROOF TO BE REMOVED, AS INDICATEB BY BASHED LINES. PROTECT ALL EXlST'G ADJACENT CONSTRUCTION THROUGHOUT DEMO & CONSTRUCTION, PATCH AND REPAIR AU J, ROOF SURFACE AS REQ'O TO MAINTAIN ALL DRAINAGE / INSULATION CONDITIONS. DEMO EXISTING CHIMNEY. PATCH EXTERIOR TO MATCH EXISTING, EXISTING FOUNDATION TO REMAIN EXISTING CEILING AND CEILING FRAMING TO BE REMOVED ROOF AND ROOF STRUCTURE TO REMAIN, GO TO TEMPORARILY SUPPORT EXISTING ROOF UNTIL NEW FRAMING AND TRUSSES ARE ADDED DEMO EXISTING OUTDOOR SHOWER REPAIR DAMAGED AND ROTTED EXTERIOR TO MASTCH EXISTING, DEMO MiNI AWNING OVER BATHROOM DOOR, PATCH TO MATCH EXISTING. MICHAEL NEUMANN ARCHITECTURE LLC 127 WEST 24TH STREET 7TH FLOOR NEW YORK CITY 10011 WWW.MNARCH.COM T 212.675.2285 F 212,675.2287 PROJECT: 2650 NASSAU POINT ROAD CUTCHOGUE, NY 11935 PERMIT SUBMITTAL NOV 4, 2010 BID SET NOV 2, 2010 DRAWING TITLE: DEMOLITION PLAN SEAL & SIGNATURE' 6006 JR CHECKED BY: MN FILENAME' D-lXX DEMO PLANSdwg / PAGE. --TO EXISTING HOUSE ~ 15'-31/2" TO EXISTING DECK SITE PLAN SCALE - 1/16 = 1-0 TO EDGE OF EXISTING HOUSE LM I I ENLARGED SITE PLAN SCALE- 1/8 = 1-0 r-~ ADDIT1ONTODECK, BUILTWITHSALVAGEDIRELOCA~DDECKWOOD. ALIGN WII~t OVERALL DIMENSIONS OF EXISTG DECKAS NOTED. MATCH ADJACENT DECK CONSTRUCTION. pOWERWANH & SEAL. r~ NEW STAIR AND RAIL AT EXISTG DECK, TO MATCH ADJADENT CONS~UOTION, BUILT WI ~ALVAGED RELOCATED DECK WOOD, PROVIDED BY OWNER. POWERWASH S SEAL. r-~ OUTDOOR SHOWER, TO MATCH EXlS~G DECK, BUILT WIIH SALVAGED DECK WOOD, TIE INTO EXISTING WASTE PiPE AS REQ'D. POWERWASH & SEAL. CONFIRM DESIGN WITH OWNER. [~ NEW WOOD DECK & CONTINUOUS STEP. ~ DOUGLAS FIR PERGOLA STRUCTURE. 2X2'S SPACED 5" D.C. ON TOP OF AND PERPENDICULAR TO 2X$'S SPACED 18' O.C. ON TOP OF AND PERPENDICULAR TO 2XS'S FLANKING BOTH SIDES OF 6)(6 POSTS. SEE PLUS FOR POST SPACING AND ELEVATIONS FOR BEAM END DETAILS. USE STAINLESS STEEL 127 WEST 24TH STREET 7TH FLOOR NEW YORK CITY WWW.MNARCH.COM T 212.675.2285 F 212,675.2287 PROJECT, 2650 NASSAU POINT ROAD CUTCHOGUE, NY 11935 PERMIT SUBMITTAL NOV 4, 2010 BID SET NOV 2, 2010 DRAWING TITLE SITE PLAN SEAL & SIGNATURE: PROJECT NUMBER: 6006 DRAWN BY. JR CHECKED BY: MN _ENAME' PAGE: A-100 O 1ST FLOOR CONSTRUCTION PLAN SCALE - 1/4" = 1LO" 1'-2 314" GENERAL NOTES FOR ALL EXTERIOR WALLS TOUCHED DURING CONSTRUCTION, GC IS TO REPLACE EXISTING INSULATION WITH NEW R-15 BAT~ INSULATION, FOR ALL NEW EXTERIOR WALLS, GC IS TO USE R-19 BATT INSULATION GC TO ADD NEW R-19 BATT INSULATION UNDER FLOOR THROUGHT EXISTING HOUSE AND ADDITION, ACCESS FROM BELOW AT EXISTING AND NEW CRAWLSPACES AND BASEMENTS CONSTRUCTION NOTES ~] USEHEARTHAS0'-O", KITCHEN, LIVINGROOM, DININGROOM,&ENTRYALL TO BE BROUGHT UP TO LEVEL WITH HEARTH, NEW WALL FILL AT EXISTING WALL OPENING / DOOR / WINDOW MATCH ADJACENT WALL SURFACE FOR SMOOTH, FLUSH FINISH, REFER TO WALL TYPES / DETAILS, NEW HEATING SYSTEM RETROFIT REPLACING FIN-TUBE BASEBOARD SYSTEM WiTH FREE-STANDING CAST IRON RADIATORS, NOTED LOCATIONS ONLY, 1 RISER DOWN FROM NEW FLOOR TO EXISTING, HEIGHT WILL BE A RESULT OF HOW HIGH NEW FLOOR MUST BE BUILT UP IN ORDER TO BRING IT TO LEVEL SUBFLOOR AT LOFT ONLY TO BE 2X6 TOUNGE AND GROOVE PLANK SUBFLOORING TO RUN PERPENDICULAR TO JOISTS. ALL FRA~ING AT DECKS THAT IS NOT VISIBLE TO BE PRESSURE TREATED CONFIRM USE IS PERMITFED WITH LOCAL DOB PRIOR TO USE NEW BRICK [NF[LL TO MATCH EXLSTING CHIMNEY. 2ND FLOOR CONSTRUCTION PLAN PNOJECT: MICHAEL NEUMANN ARCHITECTURE LLC 127 WEST 24TH STREET 7TH FLOOR NEW YORK CITY 10011 WWW.MNARCH.COM T 212.675.2285 F 212.675.2287 2650 NASSAU POINT ROAD CUTCHOGUE, NY 11935 PERMIT SUBMIITAL NOV 4, 20t0 BID SET NOV 2, 2010 DRAWING TITLE: CONSTRUCTION PLANS SEAL & SIGNATURE: PROJECTNUMBER' 6006 DRAWNBY' JR CHECKED BY: MN FILENAME: PAGE: A-110 nnnnnnnn on TO LOFT'" L,GHT~ 1ST FLOOR RCP SCALE - 1/4" = 1'-0" t==~= =~= -- ~=----fl== f~----~: II ii [I II II II II II II Il II II II II II II II II II II II II II ~ -~ II II II II II II II II ~ II II"1t- II II II II II II II II U II II II II II II II ::::::::::::::::::::::::::: ========================= U U U U LI IJ U II U U U U U U CEILING NOTES EXIST'G LIGHTING TO REMAIN, NEW TRACK FOR SLIDING DOOR8 RE FER TO ELEVATIONS/DETAILS, NEW TRUSS, SEE 8TRUCTU RAL EXISTING ATTIC FAN AND 8WITCH TO BE RELOCATED HERE. FRAMING TO BE EXPOSED. CONFIRM HEIGHT OF ALL WALL MOUNTED FIXTURES WITH OWNER PRIOR TO INSTALLATION, 8BE A-170 FOR INSULATION REQUIREMENTS PRIOR TO CEILING FINISH 2ND FLOOR RCP SCALE - 1/4" = P-0" MICHAEL NEUMANN ARCHITECTURE LLI 127 WEST 24TH STREET 7TH FLOOR NEW YORK CITY 10011 WWW. MNARCH.COM T 212.675.2285 F 212.675.2287 PROJECT 2650 NASSAU POINT ROAD CUTCHOGUE, NY 11935 PERMIT SUBMITTAL NOV 4, 2010 BID SET NOV 2, 2010 DRAWING TITLE: REFLECTED CEILING PLANS SEAL & SIGNATURE PROJECT HUMBER: 6006 DRAWN BY' JR CHECKED BY: MN LENAME' A-130 RCPS dv PAGE: A-130 1ST FLOOR POWER PLAN SCALE - 1/4" = 1'-0" GFI HORIZ / 2 1/4" AFF, HORIZ STUDY 2 1/4" AFF HORIZ 2 1/4" AFF HORIZ HORIZ 2 1/4" AFF PANTRY 21/4" AFF, HORIZ 2 1/4" AFF HORIZ DINING ROOM ENTRY 2//4" AFF, HORIZ © ]: EZ__ 2 1/4" AFF HORIZ 2 1/4" AFF, HORIZ LIVING ROOM 2 1/4" AFF, HORIZ 2 1/4" AFF HORIZ 2 1/4" AFF HORIZ POWER NOTES (~ 2ND FLOOR POWER PLAN SCALE- 1/4"= lU0" RELOCATED TH ERMOSTAT AT NEW LOCATION RELOCATED HALLWAY LIGHT SWITCH DEDICATED OUTLET FOR DISHWASHER EXIET'G ELECTRICAL - PULL WITH EXTENSION AT EXlS~G LOCATION THROUGH NEW FRAMING / INSULATION/WALL FINISH {TYP) ~] ALL WALL OUTLETS, BOTH NEW AND EXISTING, IN RENNOVATED PORTION (EXCEPT FOR KITCHEN) ARE TO BE INSTALLED HORIZONTALLY IN NEW BASEBOARDS RECESSED FLOOR OUTLET, FLUSH WITH WOOD FLOOR SURFACE, DEDICATED OUTLET FOR REFRIGERATOR DEDICATED OUTLET FOR RANGE MICHAEL NEUMANN ARCHITECTURE LLC 127 WEST 24TH STREET 7TH FLOOR NEWYORK CITY 10011 WWW.MNARCH.COM T 212.075.2285 F 212.675.2287 PROJECT 2650 NASSAU POINT ROAD CUTCHOGUE, NY 11935 PERMIT SUBMITTAL NOV 4, 2010 BID SET DRAWING TITLE, NOV 2, 2010 POWER PLANS SEAL & SIGNATURE: 6006 DRAWN BY JR CHECKEDBY' MN FILENAME: A-150F PAGE: A-150 ROOF PLAN SCALE - 1/4"= 1'-0" IZ I, ROOF NOTES NEW ASPHALT SHINGLE ROOF SURFACE ON (2) LAYERS #lB ASPHALT SATURATED FELT, ON 2X8 @ 10" O C WD FRAMING, INSULATION BAFFLES AND R19 BATT INSULATION BELOW, VERIFY FRAMING WITH STRUCTURAL DRAWINGS FINISH AND ELEVATION TO MATCH ADJACENT ROOF SURFACE, MAINTAIN ALL TH ERMAL / MOISTU RE CONDITIONS, FLASH W/DRIP EDGE AS REQ'D, NEW COPFER STANDING SEAM 1-1/2"D ,032"TH BOLD RIB ROOF SURFACE, ON 2" (R13) PIR RIGID INSULATION, ON BSP PLYWD DECK, ON 2X10 @ 10"O,C WD FRAMING, INSULATION BAFFLES AND R10 BATT INSULATION BELOW, VERIFY FRAMING WITH STRUCTURAL DRAWINGS CONSULT MANUFACTURER FOR PROPER SHEET MTL FASTENERS / ACCESSORIES, MAINTAIN ALL THERMAL MOISTURE CONDITIONS, FLASH AS REQ'D, 5" COPPER HALF ROUND GUTFERS AND DOWNSPOUTS. NEW EPDM SINGLE PLY ROOFING ~EMBRANE ON 3/4" PLYWOOD DECK, ON 2X0 @ 16" O.C WD FRAMING INSULATION BAFFLES AND HIGH DENSITY BAT[ INSULATION BELOW, FINISH AND ELEVATION TO MATCH EXISTING ADJACENT FLAT ROOF NEW PERGOLA STRUCTURE 2X8 AND 2X6 WD STRUCTURE ON 0X0 WD COLUMNS, FOR FURTHER INFO REFER TO ELEVATIONS / DET'LS. EXIST G CHIMNEY TO BE REFACED. PROVIDE NEW COPPER HIP AND RIDGE CAP, CRICKET & FLASHING REFER TO ELEVATIONS FOR FURTHER INFO, NEW ROOF MOUNTED EXRAUST FAN TO BE SPECIPIED AND INSTALLED BY EXISTING ROOF OVER LIVING ROOM TO BE INSULATED WITH R19 BATT INSULATION AND INSULATION t~AFFLEB PRIOR TO NEW CEILING FINISH, MICHAEL NEUMANN ARCHITECTURE LLC 127 WEST 24TH STREET 7TH FLOOR NEWYORK CITY 10011 WWW.MNARCH.COM T 212.675.22S5 PROJECT: 2650 NASSAU POINT ROAD CUTCHOGUE, NY 11935 PERMIT SUBMITFAL NOV 4, 2010 BID SET NOV 2~ 2010 DRAWING TITLE' ROOF PLAN SEAL & SIGNATURE: PROJECT NUMBER; 6006 DRAWN BY' JR CHECKEDBY MN FILENAME' PAGE; A-170 ELEVATION NOTES MICHAEL NEUMANN ARCHITECTURE LLC J~ OUTDOOR SHOWER 127 WEST 247H STFIEET 77R FLOOR J~J NEW STAIR AT EXIST'G DECK NEW YORK CiTY 10011 ~ J~J NEW ROOFUNE AT KITCHEN ADDITION WWW.MNARCH.COM T 212.675.2285 F 212.675.2287 .//' :__ r'q PEROOrASTRUCTURE .... J~ EXISTING CHIMNEY TO BE REFINISHED WITH NEW BRICKFACE (S%2). ADD '~ =~ ~-- I-q I~1 OEPARD'^"OND~'DE~^NELSTOCOV~HDNDERSIDEOFE×,SP,NGDEDK. ' PROJEOP~ J~] NEW ROOF MOUNTED EXHAUST FAN ~ JTTJ PARGEANDT^RCMUFOUNGAT,GN~ 2650 NASSAU POINT ROAD r~ RUN NEW PAIN DOWNSPOUTS UNDERGROUND AND DIVERT DOWN AND CUTCHOGUE, NY 11935 As~* A~S F~?M FOU.DAT,ON *,THU.DE RGROU"D DPA,.P,PE, TYP FOR.E, - _ 11-1 I?t"1111 ' U DERS'OEOFPERGOLA ; III/111111 IIIIIl"tll~ll IIIII1~ ~1111 -- -- ,~' ! ~j ', ?~' i' -- --' ~PAILING~ ; Ilrllllll IIIIIIIII~LII ll~ -- ,~J-lll -- : , ', I -- -- : -- I Ir II n I -- -- -- ~ -~ ...... .JLa_ -- -- EAST ELEVATION BID SET NOV 2, 2010 DRAWING TITLE EXTERIOR ELEVATIONS -- ~IGN -- ~:~ SEAL a SIGNATURE: PROJECT NUMBER: 6006 ~.,s~.soN~Y ~ CHEC~ED.Y= ~N FILENAME' A200 EXTERIOR ELEVS dwg PAGE: 11' 3" SECOND FLOOR i.F. ~ ELEVATION NOTES OUTDOOR SHOWER NEW STAIR AT EXIST'G DECK NEW ROOFLINE AT KITCHEN ADDITION WOOD DECK PERGOLA STRUCTURE NEW 2 STORY TOWER EXISTrNG CHIMNEY TO BE REFINISHED WITH NEW BRICKFACE (ST-2), ADD NEW COPPER HIP AND RIDGE CAP, COPPER CRICKET AND FLASHING AS REQUIRED, CEDAR DIAMOND LATTICE PANELS TO COVER UNDERSIDE OF EXISTING DECK. NEW ROOF MOUNTED EXHAUST FAN PARGE AND TAR CONCRETE FOUNDATION RUN NEW RAIN DOWNSPOUTS UNDERGROUND AND DIVERT DOWN AND AWAY FROM FOUNDATION WITH UNDERGROUND DRAINPIPE, TYp FOR NEW GUTTERS MICHAEL NEUMANN/~ 127 WEST 24TH STREET 7TH FLOOR NEW YORK CITY WWW.MNARCH.COM T 212,675.22S5 PROJECT: 2650 NASSAU POINT ROAD CUTCHOGUE, NY 11935 \ SIDE ONLY FO-~ ~ If-q NORTH ELEVATION SCALE - 1/4" = 1'-0" PERMIT SUBMITTAL NOV 4, 20t0 BID SET NOV 2, 2010 DRAWING TITLE' EXTERIOR ELEVATIONS 11'-3" I~ SECOND FLOOR F,F. SEAL & SIGNATURE' I I I~ EXISTING DECK F.F. '~NEW OUTDOOR SHOWER F F /~_____ PROJECT NUMBER: 6006 DRAWN BY: JR CHECKED BY' MN FILENAME: PAGE: CONTRACTOR NOTES MICHAEL HEUMAHN AFICHITECTUFIE LLC 1 SEE INTERIOR ELEVATIONS FOR FINISH NOTES. 127 WEST 24TR STREET 7TR FLOOR NEW YORK CITY 10011 WWW.MNARCH.00M T 212.E75.2285 F 210.675.22S7 I ~~ ~;OFOFMINDB,EB~OLAB~NB CUTCHOGUE, NY11935 .... ] ] 4 ] 5"ATCOPPERNw CORNERHALF ROUND BUYERS, DOWNSPOUT FOR TOWER TO HAPPEN II ~ 5 I REFER TO STRUCTURAL DRAWINGS FOR DETAILED "FORMAT'O' ON FRAMING, FOUNDATION AND FOOTINGS AT TOWER, 6 I REEER TO A-110 FOR WALL TYPES, 7 I 4" PERFORATED PVC DRAINPIPE AROUND PERIMETER TO SiT IN LANDSCAPE ~ FABRIC WRAPPED G~VEL FILL. 8 ] NEW FLAT ROOF AT ENTRY TO MATCH ELEVATION AT EXISTING F~T ROOF NEW CEILING AT INTERIOR TO RUN FLUSH WiTH EXISTING CEILING AT DINING BOOM NEW R15 BA~ INSU~TION, 9 ~ NEWCEILINGTOA~ACHTOEXISTING2X6ROOFJOISTSATLIVINGROOM, ADD NEW R19 NEW BA~ INSULATION, 10~ REFER TO STRUCTURAL DRAWINGS FOR TRUSS INFO~ 11 ] REFER TO A~30 FOR PERGOLA DETAILS, 12 ] R19BATTINSULATIONATNEWEXTERIORWALLS U.O,N. TYP, ~ NORTH SECTION TOP OF RID +1941  PERMIT SUBMITTAL NOV 4, 2010 * BID SET NOV 2, 2010 DRAWING TITLE: SILLHEIGHT~LO~ I ~ m = . ...... PROJECT NUMBER: A 2 SOUTH SECTION ~ ~ SEE STRUCTURAL DRAWINGS FOR FRAMING INFO -- 2" PIR R13 RIGID INSULATION UNDER STANDING SEAM ROOF R19 BATT INSULATION INSIDE STANDING SEAM ROOF, SEE A-170 5" HALF ROUND GUTTERS, TYP SEE A-170 CONTINUOUSEAVEVENT. -- UNDERSIDE OF EAVE TO BE 2X6 RAVE RAFTERS P-6 -- WINDOW SILL EXTENSION AND TRIM TO BE P-6 -- WD-3 TYVEK OVER 3/4" PLYWOOD SHEATHING R19 BATT INSULATION P-6TRIM 1 1/2" WINDOW SILL EXTENSION AND TRIM TO BE P-6 -- R19 BATr INSULATION WD-3 TAR AND PARGE SEE STRUCTURAL FOR FOUNDATION AND FOOTING INFO 4" PERFORATED PVC DRAINPIPE AT PERIMETER WALL SECTION AT TOWER NEW MEMBRANE ROOF. SI NEW COPPER GUTTERS -- SEE STRUCTURAL DRAWINGS FOR BEAM INFO ROLLER TRACK FOR 4 SLIDING DOORS, -- GC TO VERIFY WEIGHT OF SLIDING DOORS PRIOR TO PURCHASE OF TRACK, SEE HARDWARE SCHEDULE, POCKET FOR SLIDING DOORS GC TO COMFIRM TOTAL POCKET DEPTH AFTER DOORS ARE PURCHASED OR BUILT EXTERIOR SHINGLES TO MATCH EXISTING TYVEK OVER 3/4" PLYWOOD SHEATHING 2" PIR R13 RIGID INSULATION AT EACH SIDE 1 LAYER 1~2I~ PLYWOOD AT INTERIOR Of SLIDING DOOR POCKET 1 LAYER 1/2" PLYWOOD SACKER BOARD AT INTERIOR HARDWOOD BASE NEW R19 BATT INSULATION. TYp UNDER HOUSE -- NEW DECK SEE A~,30 EXISTING CRAWLSPACE ~ EXISTING BLOCK WALL FOUNDATION ~ WALL SECTION AT DINING ROOM -- NEW TRUSSES SEE STRUCTURAL DRAWINGS -- NEW R19 BATT INSULATION AND BAFFLES AT LIVING ROOM CEILING IG 2X6 ROOF RAFTERS SEE STRUCTURAL DRAWINGS FOR BEAM INFO NEW COPPER DOWNSPOUT -- ROLLER TRACK FOR 2 SLIDING DOORS GC TO VERIFY WEIGHT OF SLIDING DOORS PRIOR TO PURCHASE OF TRACK. SEE HARDWARE SCHEDULE. POCKET FOR SLIDING DOORS, GC TO COMFIRM TOTAL POCKET DEPTH AFTER DOORS ARE PURCHASED OR SUILT EXTERIOR SHINGLES TO MATCH EXISTING TYVEK OVER 3/4" PLYWOOD SHEATHING 2" PIR R13 RIGID INSULATION AT EACH SIDE NEW CAST IRON RADIATOR 1 LAYER 1/2" PLYWOOD AT INTERIOR OF SLIDING DOOR POCKET 1 LAYER 1/2" PLYWOOD BACKER BOARD AT INTERIOR GWB HARDWOOD BASE -- NEW R19 BATF INSULATION, TYP UNDER HOUSE -- NEW DECK, SEE A-430 EXISTING CRAWLSPACE -- EXISTING BLOCK WALL FOUNDATION WALL SECTION AT LIVING ROOM MICHAEL NEUMANN ARCHITECTURE LLC 127 WEST 24TH STREET 7TH FLOOR NEWYORK CITY 10011 T 212,675.2285 F 212.675.2287 PROJECT: 2650 NASSAU POINT ROAD CUTCHOGUE, NY 11935 NOV 4, 2010 BID SET DRAWING TITLE. NOV 2, 20 0 EXTERIOR WALL SECTIONS SEAL & SIGNATURE: PROJECTNUMBER: 6006 DRAWN BY. Jr CHECKEDBY, MN FILENAME A220 EXTERIOR WALL~ PAGE: MATERIAL HATCH LEGEND CUTSTONE CERAMIC TILE CONCRETE CONCRETE MASONRY UNIT EARTH FINISH WOOD/MILLWORK GLASS GRAVEL GYPSUM BOARD PARTICLE BOARD/MDF PLASTIC PLYWOOD SAND/GROUT BATT INSULATION RIGID INSULATION CONTINOU8 BLOCKING DISCONTINUOUS BLOCKING SHEET TITLE LEGEND A-142.1 ABBREVIATIONS ACT ACOUSTIC CEILING TILE ADJ ADJACENT A F F, ABOVE FINISH FLOOR ALUM. ALUMINUM ANOD. ANODIZED ARCH. ARCHITECTURAL BOCA BUILDING OFFICIALS AND CODE ADMINISTRATORS BLKG BLOCKING B.O. BOTTOM OF C.L CENTERLINE CLG. CEILING C,T CERAMIC TILE COL, COLUMN CONC. CONCRETE CONT. CONTINUOUS COORD, COORDINATE CPT, CARPET DIA, DIAMETER DIM, DIMENSION BN, DOWN DTL DETAIL BWG DRAWING E,C, ELECTRICAL CONTRACTOR EQ, EQUAL EQUIP, EQUIPMENT EX. EXISTING EXP EXPOSED EXT, EXTERIOR FA FIRE ALARM F.E FIRE EXTINGUISHER F E,C. FIRE EXTINGUISHER CABINET FIN, FINiSH(ED) FLR, FLOOR F,R, FIRE RATED F.R,T FIRE RETARDENT TREATED GA GAUGE GALV, GALVONIZED GEN. GENERAL G C GENERAL CONTRACTOR GYP. GYPSUM GW,B, GYPSUM WALL BOARD HR. HOUR HT. HEIGHT HORIZ, HORIZONTAL HVAC HEATING VENTILATING & AIR CONDITIONING I,D INSIDE DIAMETER IN. INCH INSUL INSULATED (INSULATION} INT INTERIOR IT, JOINT MAX, MAX[MUM MECH MECHANICAL MIN. MINIMUM MISC. MISCELLANEOUS MTL METAL NLC, NOT IN CONTRACT NO, (OR#) NUMBER N %8. NOTTO SCALE O.C ON CENTER 0 B, OUTSIBE BIAMETER O.H. OPPOSITE RANB OPP, OPPOSITE PLAM PLASTIC LAMINATE PTD, PAINTED PTN PARTITION RCP REFLECTED CEILING PLAN REF. REFERENCE REQ REQUIRED REV REVISION PM, ROOM SCH SCHEDULED SCWO SOLID CORE WOOD DOOR SIM, SIMILAR SPEC SPECIFIOATION (SPECIFIED) S,S, STAINLESS STEEL 8TD STANBARB TEMP. TEMPERED T.O TOP OF TYP. TYPICAL U.N.O UNLESS NOTED OTHERWISE U P S UNINTERRUPTED POWER SUPPLY V.A V VARIABLE AIR VOLUME VC.T. VINYL COMPOSITION TILE VJ.F. VERIFY iN FIELD VERT. VERTICAL W,C. WATER CLOSET W/ WITH W/IN WITHIN W/O WITHOUT WD. WOOD DRAWING SERIES DESIGNATOR 1 = PLANS 2 = STOREFRONT/EXTERIOR B = INTERIOR ELEVATIONS 4 = TYPICAL DETAILS 5 = CUSTOM DETAILS FLOOR NUMBER; 0 = LOWEST FLOOR 0 + 1 = NEXT LOWEST DRAWING REVISION NUMBER (NEW YORK CITY DOB) PLAN / DETAIL TYPE DESIGNATOR DISCIPLINE DESIGNATOR SYMBOLS SYMBOLS - ELECTRICAL VIEW TITLE SYMBOLS - REFLECTED CEILING SCALE- 1:1 DRAWING TITLE E~ BUZZER (~) BREAK LINE ~ BUZZER/BELL COMBO CABLE RECEPTACLE SECTION CALLOUT X"AFF X"AFF CLOCKOUTLET DATA WALL RECEPTACLE ~) DATAFLOORRECEPTACLE 0 SECTION DETAIL CALLOUT Q DUPLEX FLOOR OUTLET X"AFF O DUPLEXWALLOUTLET RMNM HEIGHT INTERIOR ELEVATION CALLOUT ELEVATION CALLOUT DETAIL TAG MATCH LINE FIRE ALARM BELL FIRE ALARM HORN ] FIRE ALARM PULL STATION I /\ WALLTAG JUNCTION BOX E) X" AFF JUNCTION BOX_FLOOR QUADRAPLEX FLOOR OUTLET QUADRAPLEX WALL OUTLET COLUMN GRIN LiNE CT X" AFF 0 SINGLE FLOOR OUTLET SINGLE WALL OUTLET ROOM NAME & NUMBER MATERIAL TAG DOOR NUMBER WINDOW NUMBER ELEVATION MARKER REVISION DELTA START POINT ENLARGED DETAIL TAG NORTH ARROW NOTE INDICATOR ALIGN TAG X" AFF X" AFF SWITCH B-WAY SWITCH DIMMER SWITCH TELE-DATA WALL RECEPTALE TELE-DATAFLOORRECEPTACLE TELEPHONE WALL RECEPTACLE TELEPNONEFLOORRECEPTACLE THERMOSTAT THERMOSTAT ELECTRIC EXIT SIGN EXIT SIGN - WALL MOUNTED SMOKEDETECTOR SPEAKER SPRINKLER RECESSED DOWNUGHT WALL WASHER SCONCE PENDANT LIGHT TRACK LIGHT FLUORESCENT STRIP FIXTURE FLUORESCENT STRIP FIXTURE (SURFACE MOUNTED) FLUORESCENT FIXTURE FLUORESCENT FIXTURE (SURFACE MOUNTED) FLUORESCENT FIXTURE (EMERGENCY) SUPPLY AIR - LINEAR DIFFUSER SUPPLY AIR - GRILLE / REGISTER RETURN AIR - GRILLE / REGISTER ACCESSPANEL EMERGENCY LIGHT MICHAEL NEUMANN ARCHITECTURE LLC 127 WEST 24TH STREET 7TH FLOOR NEW YORK CITY 10011 WWW.MNARCH.COM T 212.675.2285 F 212.675,2287 PROJECT' 2650 NASSAU POINT ROAD CUTCHOGUE, NY 11935 PERMIT SUBMFEEAL NOV 4, 2010 BID SET NOV 2, 2010 DRAWING TITLE. CONTACTS, SYMBOLS ABBREVIATIONS SEAL & SIGNATURE: PROJECT NUMBER: 6006 DRAWN BY: JR SHECKED BY, MN FILENAME: A-O01 SYMBOLS, ABBREVIATIONS, MATERIALS,dwg PAGE: A-001 WEST ELEVATION ~ ENTRY EAST ELEVATION ~ ENTRY SACLE- 1/4" = P-0" SOUTH ELEVATION ~ ENTRY SACLE - 1/4" = 1'-0" NORTH ELEVATION ~_ENTRY MICHAEL NEUMANN ARCHITECTURE LLC 127 WEST 24TH STREET 7TH FLOOR NEW YORK CITY 10011 WW~V.MNARCH.COM T 212,675,2285 F 212,675.2287 PROJECT: 2650 NASSAU POINT ROAD CUTCHOGUE, NY 11935 sou.. ® .o... ~0" ~CLE-1/4"= 1"-~0" SACLE- 1/4"= P-0" SACLE- 1/4"= P-0" PERMIT SUBMITTAL NOV 4, 2010 BID SET NOV 2, 20t0 WEST ELEVATION ~ LIVING ROOM SACLE- 1/4" = 1'-0" EAST ELEVATION @ DINING ROOM INTERIOR ELEVATIONS SEAL & SIGNATURE: PROJECT NUMBER: 6006 DRAWNBY, JR CHECKED BY, MN F[LENAME: A~O0 PAGE, A-300 SOUTH ELEVATION @ LIVING ROOM (~ NORTH ELEVATION @ DINING ROOM SACLE · 1/4" = P-0" SACLE - 1/4" = P-fi' MICHAEL NEUMANN ARCHITECTURE LLC 127 WEST 24TH STREET 7TH FLOOR NEW YORK CITY 10011 WWW. MNARCH.COM T 212.675.2285 F 212.675.2287 PROJECT: 2650 NASSAU POINT ROAD CUTCHOGUE, NY 11935 PERMIT SUBMITTAL NOV 4, 2010 BID SET NOV 2, 2010 DRAWING TITLE' INTERIOR ELEVATIONS WEST ELEVATION @ STUDY SACLE- 1/4" = %0" EAST ELEVATION @ STUDY SOUTH ELEVATION @ STUDY NORTH ELEVATION ~ STUDY SEAL & SIGNATURE PROJECTNUMBER: 6006 DRAWNSY' JR CHECKED BY: MN A-3001NTERIOR ELEVSdw§ PAGE: ® ® ® ® A-301 SACLE ~ 1/4" = 1'-0" SACLE - 1/4" = 1'-0" SACLE - 1/4" = 1~-0'' SACLE - 1/4" = 1-0" WOOD 3M' 51/2" -- 3/4" 3/8" 5/8" ~, ~ 1/2" 1/2" FINISHED CEILING CROWN AS SCHEDULED GWB ~ GWB WOOD ~ GWB WOOD BASE AS SCHEDULED F[NIBNEB FLOORING GWB UNDERSIDE OF STRUCTURE FINISHED CEILING CROWN AS SCHEDULED WOOD WOOD BASE AS SCHEDULED MICHAEL NEI 127 WEST 24TH STREET ?TH FLOOR NEW¥ORK CITY 10011 WwW,rvlNARCH.COM T 212.675.~'E80 F 21 ;'.670.2287 PROJECT: 2650 NASSAU POINT ROAD CUTCHOGUE, NY 11935 NON-RATED PARTITION V 5/8" TYPE 'X' GWB, BOTH SIDES; E' X 6" NOMINAL WOOD STUDS~ 16" O,C, GWB EXTENDS TO UNDERSIDE OF CEILING, 3/4" X 51/2" WOOD BASE; 1/2" X 21/2" WOOD CROWN NON-RATED PARTITION 5/8" TYPE 'X' OWB, BOTH SIDES, 2" X 4" NOMINAL WOOD STUDS, 16" O.C,; GWB EXTENDS TO UNDERSIDE OF CEILING, 3/4" X 51/2" WOOB BASE; 1/2" X 2 1/2" WOOD CROWN WD-1 (REF FINISH SCHED) FINISH NAILED TO: 1/2" PLYWOOD BACKER BOARD, ONE SIDE, 2" X 6" NOMINAL WOOD STUDS, 16" O,C; ALL FINISHES EXTEND TO UNDERSIDE OF CEILING; 3/4" X 51/2" WOOD BASE; 1/2" X 2 I/2" WOOD CROWN WD-1 (REF FINISH SCHED) FINISH NAILED TO: 1/2" PLYWOOD BACKER BOARD, ONE SIDE, 2" X 4" NOMINAL WOOD STUDS, 15" O.Cj ALL FINISHES EXTEND TO UNBERS[DE OF CEILING; 3/4" X 51/2" WOOD BASE; 1/2" X 2 1/2" WOOD CROWN i~ NON-RATED PARTITION __ WD-1 (REF FINISH SCHED) FINISH NAILED TO' 1/2" PLYWOOD BACKER BOARD, BOTH SIDES, 2" X 6" NOMINAL WOOD STUDS, 16" O,C,; ALL FINISHES EXTEND TO UNDERSIDE OF CEILING, 3/4" X 51/2" WOOD BASE, 1/2" X 21/2" WOOD CROWN ~ NON-RATED PARTITION WD-1 (REF FINISH SCHED) FINISH NAILED TO: 1/2" PLYWOOD BACKER BOARD, BOTH SIDES; 2" X 4" NOMINAL WOOD STUDS, 16" O.C,; ALL FINISHES EXTEND TO UNDERSIDE OF CEILING; 3/4" X 51/2" WOOD BASE; 1/2" X 21/2" WOOD CROWN WALL TYPE 2 SCALE - 3" WALL TYPE 1 SCALE - 3" = IL0'' PERMIT SUBMI'FFAL NOV 4, 2010 BID SET NOV 2~ 20t0 DRAWING TITLE PARTITION TYPES SEAL & SIGNATURE: PROJECT NUMBER: 0000 DRAWN BY. JR CHECKED BY: MN FILENAME' A-400 PARTITION TYPES dwg PAGE: A-400 EXTERIOR TRIM DOORANDSCREENASSCHEDULED FELT WEATHERSTRIPPING, TYP P-1 INTERIOR TRIM EXTERIOR INTERIOR P~CENTERSUPPORTPOST FELTWEATHERSTRIPPING. ALLSIDES, TYP DOUGLAS FIRSLIDING DOOR FRAME NEOPRENEGASKET P-6 EXTERIOR TRIM -- IS" CAP BEAD ON CONTINUOUS SPACER -' DOUGLAS FIR FRAME AT INTERIOR 1/8" 1/6" SCREEN -- REMOVEABLE DOUGLAS FIR FRAME AT INTERIOR FELT WEATHERSTRIPPING, TYP STOP / RETURN TO FORM A SEAL WITH INTERIOR OF DOOR POCKET -- -- 118" QUIRKS, TYP, SEE ELEVATION DOOR FRAMES TO OVERLAP AND ALIGN WITH CENTER SUPPORT POST FELT WEA~ERSTRIPPING. Al'tACH TO DOORS P-1 INTERIOR TRIM -- PLAN DET: DINING ROOM POCKET DOORS SCALE · 11/2" = 1'-0" * GC TO VERIFY OOOR POCKET SIZE WITH SLIDING DOOR HARDWARE 2X6 EAVE RAFTERS, P-§ -- .'ONTINUOUS EAVEVENT -- WITH WiRE MESH TRIM, P-6 -- DRIP EDGE -- NEW COPPER GUTTERS FLASHING AS REQD -- R19 SATT INSULATION -- WINDOWAS SCHEDULED. -- SEE MANUFACTURERS DETALLS FOR INSTALLATION P-1 INTERIOR TRIM -- WINDOW AS SCHEDULED, SEE MANUFACTURERS DETAILS FOR INSTALLATION CAULK -- P-B SILL EXTENSLON P-6 TRIM -- I~VEK OVER B/~tI' PLYWOOD SHEATHING FLASHING AS REQD WD-3 BOARD WD-3 BATTEN BEYOND R19 BATT INSULATION GLASS VISIBLE PART OF DOOR / CLEAR BETWEEN TRIM SLIDING DOOR AND SCREEN AS SCHEDULED FELT WEATHERSTRIPPNGTYP -- P-6 EXTERIOR TRIM PLAN DET: LIVING ROOM POCKET DOORS SECT DET: LOFT HEADER SCALE - 1 1/2" = 1'-0" FULL WIDTH OF DOOR NTERIOR SCALE - 1 1/2" = 1'-0" EXTERIOR P-1 INTERIOR TRIM -- -- REMOVEABLE DOUGLAS FIR FRAME AT INTERIOR -- SCREEN DOUBLE GLAZED LOW E GLASS REMOVEABLE DOUGLAS FIR FRAME AT INTERIOR 1/8" CAP BEAD ON CONTINUOUS SPACER NEOPRENE GASKET DOUGLAS FIR SLIDING DOOR FRAME FELT STRIP WEATHERPROOFING, ALL SIDES, TYP P-6 CENTER SUPPORT POST P-6 EXTERIOR TRINA -- MVD-3 SOARD WD·3 BATTIEN BEYOND FLASHIMGAS REQD -- P-6 TRIM -- WINDOW AS SCHEDULED. -- SEE MANUFACTURERS DETAILS FOR INSTALLATION P-1 INTERIOR TRIM SECT DET: STUDY HEADER P-1 INTFERLOR TRIM WINDOW AS SCHEDULED, SEE MANUIFACTURERS DETAILS FOR INISTALLATION CAULK P-6 SILL EXTENSION TRIM, P-6 FLASHING AS REQD WD-3 BOARD WD-3 SATTEN BEYOND TYVEK OVER 3/4" PLYWOOD R19 BATT INSULATION SCALE- 1 1/2" = 1'-0" P-1 SILL BELOW P~ SILL P-§ TRIM PLAN DET: WINDOW JAMBS ~TOWER SCALE - 1 1/2" = 1'-0" GATE DOORAS SCHEDULED -- DOUBLE ACTION HINGE AS SCHEDULED 4X4 GATE SUPPORT -- 1X3 BLOCKING 6XaPERGOLASUPPORT -- PLAN DET: GATE DOOR SCALE - 1 1/2" = 1'-0" P-1 INTERIOR TRIM INTERIOR EXTERIOR -- WINDOW AS SCHEDULED SEE MANUFACTURERS DETAILS FOR INSTALLATION P-6 EXTERIOR TRIM * GC TO VERIFY DOOR POCKET SIZE WITH SLIDING DOOR HARDWARE * * GC TO VERIFY DOOR POCKET SIZE WITH SLIDING DOOR HARDWARE * 3/8" P-1 TRIM PLAN DET: SM CASED OPENING SCALE - 1 1/2" = 1'~0" P-1 TRIM 3/8" PLAN DET: LG CASED OPENING SCALE - 1 1/2" = 1'-0" 3/8" P-1 INTERIOR TRIM INTERIOR EXTERIOR P-6 EXTERIOR TRIM WINDOW AS SCHEDULED SEE MANUFACTURERS DETAILS FOR INSTALLATION PLAN DET: ENTRY MICHAEL NEUMANN ARCHITECTURE LLC 127 WEST 24TH STREET 7TH FLOOR NEW YORK CITY 10011 WWW.MNARCH.COM T 212.675.2285 PROJECT: 2650 NASSAU POINT ROAD CUTCHOGUE, NY 11935 PERMIT SUBMITTAL NOV 4, 2010 BID SET DRAWING TITLE: NOV 2, 2010 DOOR / WINDOW CASED OPG DETAILS SEAL & SIGNATURE: PROJECT NUMBER: 6006 DRAWN BY' BW CHECKED BY' JR FILENAME' A420 DO0 PAGE. SECT BET: LOFT SILL (~ SECT DET: STUDY SILL (~ PLAN DET: TYP WINDOW JAMB ~ A 420 SCALE - 1 1/2" = 1'-0" SCALE - 1 1/2" = 1'-0" SCALE - 1 1/2" = ?4" SCALE - 1 1/2" = %0" I STAIR SECTION SCALE- 3/8" = 1'-0" rD STAIR SECTION LATS TO MATCH WD-I FINISH; EVERY OTHER REMOVED (~) STAIR SECTION SCALE - 3/8" = 1'-0" SCALE - 3/8" = 1'~3'' 1'-23/4" STAIR PLAN - SECOND FLOOR SCALE - 3/6" = 1'-0" NOTE: FINISH ON TREADS, STRINGERS, RAIL FRAME TO BE STAIR SECTION SCALE - 3/8" = 1'-0" I I t I / I I I / / I I I / / STAIR PLAN - GROUND FLOOR SCALE - 3/8 = 1-0 PROJECT: MICHAEL NEUMANN ARCHITECTURE LLC 127 WEST 24TH STREET 7TH FLOOR NEW YORK CITY 10011 WWW.MNARCH.COM T212,675,2285 F 212.675.228' 2656 NASSAU POINT ROAD CUTCHOGUE, NY 1'1935 PERMIT SUBMITTAL NOV 4, 2010 )ID SET NOV 2~ 2010 DRAWING TITLE' STAIR DETAILS SEAL & SIGNATURE: PROJECT NUMBER: 6006 DRAWN BY KE CHECKED BY: JR F[LENAME. A-450-STAIR DETAILS.dw PAGE: A-450 P-I FINIBH FINISH FLOORING (EEF. A-lO1); USE ENDBOARO @ EDGE OF OPENING (RUN PERPENDICULAR TO FLOOR BOARDS) P-I FINISH, -- STRINGER ROUTED TO RECEIVE TREADS FACE OF INT. WALL FINISH -- STRINGER ROUTED TO RECEIVE TREADS -- SURFACE MOUNT STRINGER TO WALL FINISH 31/2" P-1 POST ~ 9/16' 31/2' ±39/18" SPACE ' P-1 POST 11 3/8" STRINGER BEYOND ! 1 1~' SCALE - 3" = 1'-0" ~ 3" = 1'-0" (~' TONGUE & GROOVE SUBFLOOR; RUN PERPENDICUIJ~. TO JOISTS; P-2 FINISH @ UNDERSIDE DRAWINGS FOR % BEAM SIZING; % P-2 FINISH -. % POST AND RAIL DETAIL SCALE - 3" = 1'-0" BACKOF TREAD BELOW STRINGER DETAIL -- 6X6 POST ROUTED TO RECEIVE TREADS STPJNGER ROUTED TO RECEIVE TREADS -- P-I FINISH VE 7" P-I CAP ABOVE MICHAEL NEUMANN ARCHITECTURE LLC 127 WEST 24TH STREET 7TH FLOOR NEW YORK CITY 10011 WWW, MNARCH.COM T 212.675.2285 F 212,675.2287 PROJECT 2650 NASSAU POINT ROAD CUTCHOGUE, NY 11935 POST/WINDER DETAIL PERMIT SUBMITTAL NOV 4, 2010 BID SET NOV 2, 2010 D~AWING TITLE: STAIR DETAILS SEAL & SIGNATURE' PROJECTNUMBER: 0006 DRAWNBY~ KE CHECKED BY: JR FILENAME: PAGE' A-451 ELEVATION SCALE - 3/8" = 1'-0" *KITCHEN CABINETRY TO BE PRICED 2 WAYS* (1) FLUSH INSET CONSTRUCTION WITH FACE FRAME (ALT) FLUSH OVERLAY CONSTRUCTION WITH FACE FRAME ELEVATION SCALE - 3/8" = 1'-0" FARMHOUSE SINK ;'" ...... ' '" / ...::.- " -LI ~, )ISHWASHEF . il RANGE ELEVATION SCALE - 3/8" = 1'-0" ELEVATION SCALE- 3/8": 11-8" SHELF COUNTER ~1 SHWASHEF~ RANGE COUNTER 3'-0 1/4"' VERIFY WITH APPLIANCE MANUFACTURER SINK AND WINDOW MULLION TO BE FRIDGE PANTRY CENTERED ON LIVING ROOM ENTRY ...... F.,-,%=i== = i= .. ' I t==' 'l .... =/= ='"' I I / / 'l / //" I ;/ / DETAIL PLAN SCALE- 3/4 = 1-0 MICHAEL NEI 127 WEST 24TH STREET 7TH FLOOR NEW YORK CITY 10011 WWW.MNARCH.COM T 212.675.2285 F 212.675.2287 PROJECT: 2650 NASSAU POINT ROAD CUTCHOGUE, NY 11935 PERMIT SUBMITTAL NOV 4, 2010 BID BET NOV 2, 2010 DRAWING TITLE, KITCHEN DETAILS SEAL & SIGNATURE: PROJECT NUMBER: 6006 DRAWN BY' KE CHECKED BY: JR FILENAME: PAGE; A-460 8" X 16" ( Against F Footing CMU Footing Solid 16" CMU Pier Against Foundation 5 ffFooting Cut Opening ~n Existing Foundation for Beams Cut Opening in Existing Cut Opening in Existing Foundation for Beams 1'-8" x 2' xl0 8xt6CMU 2' x 2' xl0 Footing 4" IZl Std Wt. Column I 2, x 2 xl 0 Footing ~L- f F' O Std Wt Column I + 2' x 2' xl0 Footing / 4" O Std Wt. Column ~' ! Cut Opening in Existing 7'-11" ,/ Foundation for Beams Step Footing See Detail Beam Pocket Top of Footin Typical Step Footing Detail SCALE: 1/2" = 1'-0" Foundation Notes: The contractor is to vedfy all measurements in the fiel~d and any discmpencies are to be brought to the Engineer prior to constmclion. 1 - All concrete 3,500 psi after 28 days minimum. 2 - All rebar ASTM A-615 Grade 60. 3 - Footings are to be installed on undisturbed virgin soil. The booms of all footings are to be installed a minimum of 3' below grade unless indicated otherwise. 4 - All snap off form ties are to be removed and remaining openings are to be ooaled/groutsd. 5 - Foundation excavation is not to be back 511ed p~or to the installation of the floor framing. 6- Backfill along foundation walls is to be clean material and is to be mechanically compacted in 6" lifts to 95% of maximum dp density. 2'-6" x 2'-6" xl0 Footing 8 x 16 CMU Pier Grout Solid ~ r-- --1 I I .Cut Opening in Existing L_ _._ m 2'-6" x 2'J6" xl0 Footing [k~8 x 16 CMU lier Grout Solid ¢' x 2' xl0 Footing x 16 CMU Pier Grout Solid ), ~1 Anchor Bolts 32" OC and Simpson BP Bearing Plates sill ; Shield Joint 2" Poured Concrete Rat Slabsubbase Fill No. 5 Rebar Foundation Section - I Existing 2 x 8 16" OC Existing 2 x 6 1,6" OC E ss I I 2' x 2' xl0 Footing )-- -- _1 4" ~ Std Wt. Column New (3)1 ~x~D~op Beam -~ --s- ~ 2' x 2' xl0 Footing/- I Std Wt. Column New 3.5 F 9~LiDmp Beam -- ~-r -r-I New (3) 2~x ~-D~p Beam 2'-6" x 2'-6" xl0 Footing -~ -~ o ~o ,': P 8x 16 CMU Pier Grout Solid. ~ 2'x2' xlg Footing ~ J ~ '- ,~'g ~_ _~ ~1~ --~ ~_~ Ir 4,,~ Std Wt. Column ~ New' -- ~--5.2~.~L__ Drop Beam~' C) '-8" x 2' xl0 Footing (~)~ x 8 Drop ~ x 16 CMU Pier Grout Solid I · ~/3.5 x 11.975 Drop Beam 12'-11" [ 9.5 LVL E New 2x6 16" OC Foundation Plan Dowel New to Existing Footing and Wall with No.5 Reb~ Top of Foundation Same as Existing Top of Foundation 1'-1 {" Higher Than Existing F ..... Tep~f Foundation ~ 4'~ e ( New Foundation Detail Dowel New to Existing Footing and Wall with r 16" OC Top of Foundation Same as Existing Top of Foundation 1'-1 -~" Higher Than Existing u [] 1st Floor Framing scale~' = 1'~" Typical alU610 Max Design Loads: - Roof-Live Load - 30 psf - Dead Load - 15 psf - 1st & 2nd Floor - Live Load - 40 psf - Dead Load - 15 psf - Wind Loads - 120 mph - ASCE-7 MWFRS - Method 2 Component and Cladding - Details from WFCM TABLE 3.8 Scale: 1/4" = by: JJC Date: 10-15-2010 Design Criteria - NYS Residential Code R301.2.1.1 and utilized the methods and procedures stipulated in Chapter 2 Engineered Design and Chapter 3 Prescriptive Design in the American Forest and Paper Association Wood Frame Construction Manual for One and Two Family Dwelling Units - High Wind Addition and ASCE 7. Condon Eng neerlnll, P.C. 1755, Sjgsbee Road Maff tuck, Ne~v York 11952 (631) 298-1986 McKeandlGoldman R,esidence 2650 Nassau Point Road Cutchogue, New York S-1 Existin~ Roof ] /?/ I× 1.875 LVL ear (2) 0.25" FP Existing Roof ExislJng 'Roof '" \ New 1.7 x 9.5 LVL Structural idge Supported by Tm ~ses New 3.5 x 9.5 Ne~ 5.25 x 9.5 LVL -d Shear Wall. See Details on S-3 New 3.5 x 9.5 LVL Roof & Tower FIIoor Fram Plan New 3.5 x 9.5 LVL Shear Wall See Details on S-3 s.sx;5,VL \\ / / 2x8 RR 2x8 RR 16" OC 3.5 x 9.5 LVL See Detail A on S-2 Tower Roof Framing Plan -3.5xg.5LVL / Simpson MSTC28 -/ 6 x 6 Column Straps Simpson MSTC28 Straps and Simpson HUCQ410 SDS Hanger 3,5 x 9.5 L+ "-6 x 6 Column Roof Beam Column Connection Detail at All Corners Exlsting Ropf , ® Existing Roof Existing I'~oot Zone 1 Zone 2 Zone 3 6" O.C. 12"O.C 4" O.C. Field Panel Edges 6" O.C. 6" O.C. 4" O.C. Nailing Requirements for 120 MPH, 3 Sec. Peak Gust, ½" Thick Roof Sheathing with 8d Common Nails Roof Sheathing Nailing Details SCale: 1/8"= 1'-0" Framing Notes: The contractor is to verify all measurements in the held and any discrepancies am to be brought to the attention of the Engineer prior to cons~flon. Wood Framing 1 - All lumber is 1o be No. 2 or better Douglas Fir Lamh tN) with the following minimum specificaflons: Fb = 82fi psi Fv = 95 psi Fc perp = 625 psi E = 1,600,000 psi 2 - All Laminated Veneer Lumber is to have the following minimum specifications: Fb = 2,900 psi Fv = 290 psi Fc pelp= 650 psi E = 2,000,000 psi 3 - All beams fabricated with multiple Laminated Veneer Lumber boards are to be nailed/bolted in accordance with the manufactureCs speciflcaflons. 4 - All straps, connectom, plates, belts, naiis, etc. am to be galvanized or stainless steel. Designated connectom, strap etc. on these drawings are made by Simpson unless indicated otherwise, Ali connectom, straps etc. am ts be nailed/belled in accordance with the manufacturer's specifications. 5- All floor sheathing is to be 2~32 inch AC b/po plywood, tongue and groove, with an APA span rating of 48/24. Floor sheathing shall be glued and screwed fo the floor joists ( 6" OC edges and 12 ' OC field ). 6 - All wall sheathing is to be 1~2 inch APA Rated Exposure 1 plywood and shall be sailed with 8d common nails 6" OC edges and 12" OC 6eld. 7 - Solid blocking is to be installed every 8' max or mid span of all floor joists with spans exceeding 8'. 8- Double joists are to be installed below parallel walls. 9 - Blocking is to be installed at all point load bearing points. 10 - Walls are to be framed with 2x6 inch studs spaced 16 inches OC unless indicated otherwise. 1 t - All bolts nuts and washem are to be hot dipped galvanized. Steel I - Round columns are to be ASTM Speciflcagon A53~mde. B 2 - All columns are to be bolted to wood girders with Y~" lag bolts. V-cut shear block~ Rafters Trus Joist dm board for shear blocking (between joists)~ Field trim to match joist depth at outer edge of wall or locate on wall to match joist depth. Maximum allowable V-cut SHEAR BLOCKING and VENTILATION HOLES Shear Blocking Details NTS Joi~tDesc~ipgon [ NumberofNalls [ NailSpadng ROOF NAILING Rafter to Top Plate (Toe -nailed) 4 - 8d per m~ier Ceiling Joist to Top Plate (Tce ~ailed) 4 - gd per JOiSt Ceiling Jorstto Parallel RaNer (Face -nagad) nla each lap Ceiling Jo[at Laps Over Par~ons (Face -nailed) nla each lap CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA Ground Snow Wind Seismic Weathering Frost Line Terrntte Decay Winter Ice Shield Flood Hazards Load Speed Depth Design Undedayment Temp. Required 30 psf 120 mph B Severe 36 in. Moderate Slight to 11°F Yes to Moderate Heavy Scale: 1/4" = 1'-0 [~rawn by: JJC Date: 10-15-2010 Condon Eng neenng, P.C. McKeandlGoldman Residence 2650 Nassau Point Road Cutchogue, New York 1755 Sigsbee Road Mattituck, New York 11952 (631) 298-1986 S-2 Ridge Strapping Detail Simpson H2,5 Hunicane Ties at each Ralter Tail Simpson ST22 Strop at every stud Typical 1st and 2nd Floor Typical Wall and Sill Strappin,q Detail Typical Window and Door Header Strapping Detail Each~Gorner Load Path Straj~Qg_Details .~ , Scale 1/2': 1'-0' '"~~~ 54~,, L2½" ~" ffi Bolts ~. ,, Thick Steel Plate ~" Thick Steel Plate 2J" 3" 3" Moment Plate Detail 3~,, ffi Bolts I Ridge 2x8 ~" ffi Bolts Steel Plate Both Sides See Detail Truss Details Detail A on S-2 WINDOW See [ WINDOW 2X6 STUD WALL 16" D.C. 15 / 32 STRUCTURAL I PLYWOOD PANELS INSTALLED VERTICALLY BOTH SIDES OF WALL 6" O C EDGE NAILING AND 12" FIELD WITH 10D NAILS 1-1/2" MIN, PENETRATION INTO FRAMING EACH (3) 2)(6 TYPICAL SHEAR WALL DETAIL NTS Scale: 1/4" = Drawn by: JJC Date: 10-15-2010 Eng~neenng, P.C. 1755 Sigsbee Road Mattituck, New York 11952 (631) 298-1986 McKeand/Goldman Residence 2650 Nassau Point Road Cutchogue, New York S-3 GENERAL NOTES SECTION O0750-SUPPLEMENTARY GENERAL CONDITIONS A. SCHEDULE' TIME iS CONTRACTUALLY ESSENTIAL B TEMPORARY FACILITIES' CONTRACTOR SHALL PROVIDE AND PAY FOR ALL TEMPORARY CONSTRUCTION AND FACILITIES OF EVERY NATURE, INCLUDING TEMPORARY ELECTRICITY, HEAT, WATER, SANITATION, LANDLORD UTILITY FEES, AND ALL OTHER SERVICES AND FACILITIES NECESSARY TO EXECUTE THE WORK TO BE DONE UNDER THE CONTRACT AND DELIVER IT COMPLETE IN EVERY RESPECT WITHIN THE SPECIFIED TIME. CONTRACTOR SHALL PROVIDE A CORDLESS TELEPHONE AND A PLAIN PAPER FAX MACHINE, EACH WITH ITS OWN TELEPHONE LINE, ON SITE FOR THE DURATION OF THE PROJECT C. PERMITS, CODE, AND LAWS: CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WiTH ALL OF THE LATEST APPLICABLE LAWS, ORDINANCES, CODES, RULES AND REGULATIONS OF FEDERAL SAFETY AND OF THE VARIOUS AGENCIES OF THE MUNICIPALITY, COUNTY, AND STATE HAVING JURISDICTION OVER THE SITE AREA WHERE CONSTRUCTION WORK IS TO BE PERFORMED, IT IS THE INTENT THAT THE CONTRACTOR SHALL BASE ALL THE WORK REQUIREMENTS UPON THE CONTRACT DOCUMENTS AND ANY ADDENDA, BUT THAT ALL WORK INSTALLED SHALL COMPLY WITH ALL APPLICABLE CODES AND REGULATIONS, AS AMENDED BY ANY WAIVERS. BEFORE INSTALLING THE WORK, THE CONTRACTOR SHALL EXAMINE THE CONTRACT DOCUMENTS FOR COMPLIANCE WITH APPLICABLE CODES AND REGULATIONS BEARING ON THE WORK AND SHALL IMMEDIATELY REPORT ANY OBSERVED DISCREPANCY TO THE ARCHITECT. CONTRACTOR SHALL ARRANGE FOR AND BE RESPONSIBLE FOR PAYMENT AND ISSUANCE~ BY THE APPROPRIATE GOVERNMENT AGENCY~ OF ALL PERMITS INCLUDING (BUT NOT LIMITED TO): BUILDING PERMITS, FIXTURE FEES FOR ELECTRICAL, PLUMBING, AND HEATING EQUIPMENT, SAC AND WAC REQUIRED UNDER ANY RULE OR REGULATION OF REGULATORY BODIES. CONTRACTOR SHALL INCLUDE IN THEIR PROPOSAL THE COST OF ANY INSPECTION FEES AND/OR COSTS OF INDEPENDENT TESTING WHICH MAY BE REQUIRED AFTER THE ISSUANCE OF THESE PERMITS. CONTRACTOR SHALL MAKE ALL NECESSARY APPLICATIONS FOR REQUIRED PERMITS AND SHALL OBTAIN ALL PERMITS BEFORE COMMENCING WORK, CONTRACTOR SHALL COOPERATE WITH THE INSPECTOR OF BUILDINGS AS REQUIRED BY APPLICABLE LAWS AND ORDINANCES, D SITE SUPERVISION' CONTRACTOR WILL BE REQUIRED TO HAVE A FULL TIME, ON-THE-JOB SUPERINTENDENT, FOR THE DURATION OF THE PROJECT. THE SUPERINTENDENT WILL HAVE AN E-MAIL ADDRESS FOR DAILY RECEIPT OF PROJECT INFORMATION, WITH SOFTWARE AND HARDWARE CAPABLE OF RECEIVING AND READING ATTACHED MICROSOFT WORD, MICROSOFT EXCEL FILES AND ADOBE PDF FILES. E. PAYMENTS' 1. IN ACCORDANCE WITH THE PROVISIONS OF THE AGREEMENT AND THE GENERAL CONDITIONS OF THE CONTRACT, THE OWNER WILL MAKE PAYMENTS TO THE CONTRACTOR ON A MONTHLY BASIS, IN PROPORTION TO THE PROGRESS OF THE WORK, CONTRACTOR WILL PREPARE AND FORWARD TO THE OWNER TWO COPIES OF THE COMPLETE APPLICATION FOR PAYMENT AND BACKUP MATERIALS, WiTH ONE IDENTICAL COPY OF THE PACKAGE FORWARDED SIMULTANEOUSLY TO THE ARCHITECT. PAYMENT WILL BE MADE TO CONTRACTOR WITHIN THIRTY (30) DAYS OF OWNER'S RECEIPT OR ACCEPTABLE APPLICATION FOR PAYMENT. RETAINAGE OF TEN PERCENT (10 %) WILL BE HELD ON ALL AMOUNTS PAYABLE, UNTIL SUBSTANTIAL COMPLETION. 2. THE APPLICATION FOR PAYMENT SHALL BE SUBMITTED ON AIA FORM G702 - 1992 BACKUP, CONSISTING OF ITEMIZED ACCOUNTINGS OF EACH SUBCONTRACTOR'S WORK - BROKEN DOWN BY SUBCONTRACTOR, CATEGORY OF WORK, AREA OF PROJECT, MATERIALS AND INSTALLATION - SHALL BE MADE ON AIA FORM G703 - 1992, BACKUP SHALL INCLUDE INDIVIDUAL LINE ITEMS ITEMIZING GENERAL CONTRACTOR'S GENERAL REQUIREMENTS (GENERAL CONDITIONS) BY CATEGORY, AND OVERHEAD/PROFIT. 3, WAIVERS OF LIEN, IN ACCORDANCE WITH LOCAL AND STATE LAW, SHALL BE SUBMITTED WITH EACH APPLICATION FOR PAYMENT, IN SUCH FORM AND PROCEDURE AS THE OWNER MAY REASONABLY REQUIRE. THE GENERAL CONTRACTOR WILL BE REQUIRED TO SUBMIT A WAIVER OF LIEN IN THE AMOUNT OF THE PREVIOUS APPLICATION FOR PAYMENT WITH EACH SUCCESSIVE APPLICATION FOR PAYMENT. EACH SUBCONTRACTOR WILL SE REQUIRED TO SUBMIT A PARTIAL OR FINAL WAIVER OF LIEN FOR PREVIOUS PAYMENTS. FA[LURE TO INCLUDE WAIVERS OF LIEN FOR EACH SUBCONTRACTOR WITH THE SUCCEEDING MONTH'S APPLICATION FOR PAYMENT WILL CAUSE THE OWNER'S PAYMENT TO BE DELAYED UNTIL SUCH TIME AS ALL WAIVERS OF LIEN ARE RECEIVED, 4 CONTRACTOR SHALL ENSURE THAT ALL WORK IS KEPT FREE AND CLEAR OF ALL LIENS, CLAIMS, SECURITY INTERESTS AND ENCUMBRANCES, AND SHALL, WITHIN FIVE (5) DAYS OF NOTICE FROM OWNER, DISCHARGE OR GIVE BOND FOR THE DISCHARGE OF ANY LIEN, CLAIM, OR SECURITY INTEREST THAT MAY ARISE RELATING TO CONTRACTOR'S WORK. 5. REQUIRED BACKUP FOR THE APPLICATION FOR PAYMENT WILL INCLUDE A CURRENT CONTRACT CHANGE SUMMARY. THE CCS IS A SIMPLE EXCEL SPREADSHEET WITH A LINE FOR EACH CHANGE AND POTENTIAL CHANGE ON THE PROJECT CONTRACTOR WILL BE EXPECTED TO KEEP THIS CURRENT BY PROVIDING AT LEAST A BUDGET COST FOR EVERY PENDING CHANGE, AND BY PROVIDING TIMELY QUOTATIONS FOR PROPOSED CHANGES, ATEMPLATE COPY OF THE CCS IS AVAILABLE V~A E-MAIL FROM THE OWNER F. CHANGES IN THE WORK. NO CHANGES IN THE WORK OR DEVIATIONS FROM THE CONTRACT. DOCUMENTS WILL BE PAiD FOR BY THE OWNER WITHOUT STRICT ADHERENCE TO THE FOLLOWING: 1. WHERE pRACTICAL, ALL COSTS FOR CHANGES IN THE WORK WILL BE AGREED TO BY THE OWNER AND CONTRACTOR PRIOR TO THE OCCURRENCE OF THE CHANGES. HOWEVER, FAILURE OF THE OWNER AND CONTRACTOR TO AGREE TO COSTS FOR CHANGES IN THE WORK SHALL NOT BE A CAUSE FOR DELAY IN CONSTRUCTION NOR FOR CLAIMS BY THE CONTRACTOR FOR CONTRACT TIME EXTENSIONS SHOULD THE CONTRACTOR DETERMINE THAT IT MUST PROCEED WITH THE CHANGES PRIOR TO AGREEMENT ON COST, IN ORDER TO MEET THE PROJECT SCHEDULE, IT MAY RELY ON THE OWNER'S DIRECTIVE TO PROCEED UNDER THE ASSUMPTION THAT IT Will BE COMPENSATED ACCORDING TO THE FOLLOWING GUIDELINES. 2, ALL CHANGES DURING CONSTRUCTION REQUESTED BY OWNER SHALL BE PRICED AND SUBMITTED IN WRITING TO OWNER FOR APPROVAL PRIOR TO PROCEEDING WITH WORK. ALL CHANGES APPROVED BY OWNER tN FIELD DURING CONSTRUCTION AND COMPLETED PRIOR TO PRICING SHALL BE PR[CED AND SUBMITTED IN WRITING TO OWNER WITHIN 15 CALENDAR DAYS OF INITIAL REQUEST. 3. ALL COSTS FOR CHANGES WILL BE FULLY ITEMIZED. PROPOSALS MUST iNCLUDE A DETAILED ACCOUNTING FOR LABOR, MATERIALS AND MARKUPS, 4 COSTS FOR MATERIALS MUST BE ACCOMPANIED BY SUPPLIER'S INVOICES. 5 COSTS FOR LABOR MUST BE ACCOMPANIED BY TIME CARDS OR EXTRA WORK ORDERS, CERTIFIED BY THE CONTRACTOR, LISTING EACH TRADESMAN, DATE AND REGULAR AND OVERTIME HOURS WORKED. LABOR COSTS WILL BE COMPENSATED AT STANDARD RATES IN ACCORDANCE WITH LOCAL COLLECTIVE BARGAINING AGREEMENTS IN THE PROJECT JURISDICTION, AND INCLUDING CUSTOMARY MARKUPS FOR FRINGE BENEFITS, OVERTIME LABOR COSTS OCCASIONED BY CHANGES IN THE WORK WILL BE COMPENSATED IN ACCORDANCE WITH APPLICABLE COLLECTIVE BARGAINING AGREEMENTS, 6. CONTRACTOR'S FEE/PROFIT MARKUP FOR CHANGES IS ADDRESSED iN THE CONTRACT. ADD[TIONAL COSTS WILL BE ALLOWED THE CONTRACTOR FOR SUPERVISION AND GENERAL CONDITIONS ONLY IF FULLY SUBSTANTIATED AS ACTUAL JOB COSTS FOR CHANGES IN THE WORK. 7. SUBCONTRACTOR AND SUPPLIER OVERHEAD AND PROFIT MARKUP FOR CHANGES IN THE WORK MILL BE LIMITED TO TEN PERCENT. (10%) OF THE NET ADDITIVE COST OF CHANGES. NO ADDITIONAL COSTS ALL BE ALLOWED FOR PROJECT MANAGEMENT, SUPERVISION, OVERHEAD, ENGINEERING, EXPEDITING, DRAFTING, TRUCKING, ETC. G. EXECUTION, CORRELATION AND INTENT OF DOCUMENTS ALL WORK SHALL CONFORM TO THE CONTRACT DOCUMENTS. NO CHANGE THERE FROM NOR SUBSTITUTION OF SPECIFIED PRODUCTS SHALL BE MADE WITHOUT CONTMACTOR~S HAVING FIRST RECEIVED PERMISSION FROM THE OWNER, IN WRITING, TO MAKE SUCH CHANGE. WHERE DETAILED INFORMATION IS LACKING, CONTRACTOR, BEFORE PROCEEDING WITH THE WORK, SHALL REFER MATTER TO ARCHITECT, WHO WILL FURNISH INFORMATION WITH REASONABLE PROMPTNESS CONTRACTOR AFFIRMS THAT IT HAS NO KNOWLEDGE OF ANY DISCREPANCIES, OMISSIONS, AMBIGUITIES, OR CONFLICTS IN THE CONTRACT DOCUMENTS, AND THAT IF IT BECOMES AWARE OF ANY DISCREPANCIES, OMISSIONS, AMBIGUITIES, OR CONFLICTS, IT WILL PROMPTLY NOTIFY OWNER AND ARCHITECT OF SAME. CONTRACTOR SHALL HOLD ARCHITECT AND OWNER HARMLESS FROM ANY ACTION BROUGHT AGAINST IT AS A RESULT OF CHANGES MADE WITHOUT WRITTEN PERMISSION FROM OWNER, EVEN THOUGH THE CHANGE MAY OR MAY NOT BE VISIBLY EVIDENT AND KNOWN TO ARCHITECT AND OWNER. H. THE CONTRACTOR SHALL ALSO COMPLY WITH THE REQUIREMENTS INDICATED iN THE VARIOUS LEASE EXHIBITS AND PUBLISHED RULES AND REGULATIONS OF THE LANDLORD. COPIES OF THESE MATERIALS MAY BE OBTAINED FROM THE BUILDING MANAGER. EACH BIDDING CONTRACTOR SHALL OBTAIN AND REVIEW THESE DOCUMENTS PRIOR TO SUBMITTING IT'S BID. IGNORANCE OF THE LANDLORD'S REQUIREMENTS WILL NOT BE ALLOWED AS THE BASIS FOR EXTRA CHARGES OR TIME DELAYS, IF ANY CONFLICT EXISTS BETWEEN THESE DOCUMENTS AND THE LANDLORD'S REGULATIONS, THESE DOCUMENTS SHALL GOVERN. I. IF, IN THE OPINION OF THE CONTRACTOR, ANY WORK IS INDICATED ON THE DRAWINGS OR iS SPECIFIED IN SUCH MANNER AS WILL MAKE IT IMPOSSIBLE TO PRODUCE WORK OF A FIRST CLASS QUALITY, OR SHOULD DISCREPANCIES APPEAR IN THE CONTRACT DOCUMENTS, CONTRACTOR SHALL REFER THIS MATTER TO ARCHITECT FOR INTERPRETATION BEFORE PROCEEDING WITH WORK. IF CONTRACTOR OR SUBCONTRACTOR FAILS TO MAKE SUCH REFERENCE, NO EXCUSE Will THEREAFTER BE CONSIDERED FOR FAILURE TO CARRY OUT WORK IN A SATISFACTORY MANNER SHOULD A CONFLICT OCCUR IN OR BETWEEN DRAWINGS AND SPECIFICATIONS, CONTRACTOR OR SUBCONTRACTORS SHALL BE DEEMED TO HAVE ESTIMATED THE MORE EXPENSIVE WAY OF DOING WORK UNLESS THEY SHALL HAVE ASKED FOR, OR OBTAINED A DECISION IN WRITING, FROM THE ARCHITECT, BEFORE SUBMISSION OF PROPOSALS, INCLUDING SUBCONTRACTOR'S PROPOSALS, AS TO WHICH METHOD OR MATERIALS WILL BE REQUIRED, ARCHITECT SHALL BE THE FINAL ARBITER IN THE INTERPRETATION OF THE CONSTRUCTION DOCUMENTS AND ITS DECISION RESOLVING ANY DISAGREEMENT BETWEEN THE CONSTRUCTION DOCUMENTS SHALL BE BINDING ON ALL PARTIES AND SHALL NOT BE THE BASIS OF AN iNCREASE IN ANY BID OR IN THE PRICE AT WHICH ANY SUBCONTRACT HAS BEEN AWARDED. J. SUBMITTALS, 1. ALL SUBMITTALS (SHOP DRAWINGS, PRODUCT LITERATURE AND SAMPLES) MUST BE SUBMITTED WITHIN 30 CALENDAR DAYS OF OWNER'S NOTICE-OF-AWARD TO CONTRACTOR. 2. SUBMITTAL DELIVERY: ALL SUBMITTALS SHALL BE DELIVERED TO THE OFFICE OF THE ARCHITECT BY OVERNIGHT EXPRESS COURIER. COSTS FOR OVERNIGHT DELIVERY OF SUBMITTALS TO THE ARCHITECT IS TO BE INCLUDED IN CONTRACT SUM. 3. SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL ASPECTS OF THE WORK. SHOP DRAWINGS SHALL INDICATE ALL WORKING AND ERECTION DIMENSIONS, ARRANGEMENTS AND SECTIONAL VIEWS, NECESSARY DETAILS INCLUDING COMPLETE INFORMATION FOR MAKING CONNECTIONS WiTH OTHER WORK AND ALL MATERIALS AND FINISHES. BEFORE SUBMITTING SHOP DRAWINGS TO THE ARCHITECT FOR REVIEW, CONTRACTOR AND SUBCONTRACTORS SHALL CHECK SHOP DRAWINGS FOR CONFORMITY WITH CONSTRUCTION REQUIREMENTS AND FITTING TO OTHER WORK THEY SHALL SEE THAT ALL WORK CONTIGUOUS WITH, AND BEARING ON, WORK INDICATED ON SHOP DRAWINGS IS ACCURATELY AND DISTINCTLY ILLUSTRATED AND SHALL INDICATE ON THE SHOP DRAWINGS SUBMITTED THAT THEY HAVE CHECKED AND APPROVED OR CORRECTED SAME, RESPONSIBILITY FOR EXECUTING THE ASSEMBLY OF ALL WORK AS A CONTIGUOUS ASSEMBLY BETWEEN ALL TYPES OF MATERIALS AND THEIR FINISH JOINTS, AS REVIEWED LOG THE ARCHITECT, iS THE RESPONSIBILITY OF THE CONTRACTOR, SUBMIT FOR ARCHITECT REVIEW TECHNIQUES FOR FITTINGS AND CLOSURES RESULTING FROM TOLERANCES OCCASIONED IN THE EXECUTION OF THE WORK TOLERANCES SHOULD BE WITHIN THE LIMITS ESTABLISHED BY RECOGNIZED STANDARDS, FINAL DETERMINATION OF ACCEPTABILITY OF TOLERANCES BEYOND THE ESTABLISHED STANDARDS WILL BE BY THE ARCHITECT. 4 WHERE A SHOP DRAWING SUBMITTED BY THE CONTRACTOR TO THE ARCHITECT DEPARTS FROM THE CONTRACT DOCUMENTS, THE SHOP DRAWING SHALL CLEARLY IDENTIFY SUCH DEPARTURE, AND IF THE ARCHITECT DEEMS IT TO BE A MINOR DEPARTURE IN OWNER'S INTEREST, NOT INVOLVING A CHANGE IN CONTRACT PRICE OR EXTENSION OF CONTRACT TIME, THE ARCHITECT SHALL REVIEW THE SHOP DRAWING BUT SUCH REVIEW SHALL BE WITHOUT PREJUDICE TO ANY AND ALL RIGHTS OF THE OWNER. ALL SHOP DRAWINGS SUBMITTED TO THE ARCHITECT MUST BEAR THE STAMP OF APPROVAL OF THE CONTRACTOR AS EVIDENCE THAT THE SHOP DRAWINGS HAVE BEEN CHECKED AND APPROVED BY THE CONTRACTOR FOR INCORPORATION IN THIS PROJECT. ANY DRAWINGS SUBMITTED WITHOUT THIS STAMP OF APPROVAL WILL NOT BE CONSIDERED AND WILL BE RETURNED TO THE CONTRACTOR FOR RESUBMISSlON* SHOP DRAWINGS SHALL BE DATED AND CONTAIN THE NAME OF THE PROJECT, THE NAMES OF EQUIPMENT, MATERIALS AND ITEM NUMBERS AND LOCATIONS WHERE MATERIALS AND EQUIPMENT ARE TO BE INSTALLED IN THE WORK. SHOP DRAWINGS SHALL BE SUBMITTED IN THE FORM QF E-MAIL IN A FORMAT SUITABLE FOR PLOTTING, AND/OR ONE REPRODUCIBLE SEPIA AND TH REE BLUELINE PRINTS AND SHALL BE ACCOMPANIED BY A LETTER OF TRANSMITTAL CONTAINING NAME OF PROJECT, CONTRACTOR OR SUBCONTRACTOR'S NAME, NUMBER OF DRAWINGS, TITLE AND OTHER PERTINENT DATA, ARCHITECT WILL RETURN ONE NOTED COPY TQ THE CONTRACTOR AFTER REVIEW. NO SHOP DRAWING SHALL BE USED IN THE FIELD, NOR SHALL ANY FABRICATION OF MATERIALS NOR ASSEMBLY OF FABRICATED PRODUCTS BEGIN UNTIL SHOP DRAWINGS ARE MARKED ~NITH THE ARCHITECT'S "APPROVED" OR "APPROVED AS NOTED" STAMP OF REVIEW. ARCHITECT'S REVIEW OF SHOP DRAWINGS WILL BE GENERAL. IT SHALL NOT RELIEVE CONTRACTOR OF RESPONSIBILITY FOR ACCURACY OF SUCH SHOP DRAWINGS, NOR FOR PROPER FITTING AND CONSTRUCTION OF WORK, N(OR FOR FURNISHING OF MATERIALS OR WORK TO MAKE THE WORK ASSEMBLY COMPLETE, INCLUDING SUCH WORK OCCASIOINED BY THE SELECTION OF MATERIALS, SHAPES, TOLERAMCES, ETC., REQUIRED BY CONTRACT DOCUMENTS AND NOT INDICATED ON SHOP DRAWINGS. THE ARCHITECTS REVIEW OF SHOP DRAWINGS WILL SPECIFICALLY NOT INCLUDE REVIEW OF MEANS, METHODS OR TECHNIQUES OF CONBTRUCTION, WHICH SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 5. PRODUCT LITERATURE SUBMITTED FOR ARCHITECT'S REVIEW SHALL BE IN THE FORM OF SIX ORIGINAL PRINTED COPIES OF LITERATURE, WITH THE PRODUCT OR ASSEMBLIES INTENDED FOR THIS PROJECT IDENTIFIED IN THE LITERATURE NO PHOTO COPIES OF PROB~UCT LITERATURE WILL BE REVIEWED BY THE ARCHITECT ARCHiTE[CT~S REVIEW OF LITERATURE WILL BE GENERAL IT SHALL NOT RELIEVE CONTRACTOR OF RESPONSIBILITY FOR PROPER EXECUTIION OF THE WORK, 6, (4) SEqTS OF SAMPLES SHALL BE SUBMITTED QF ALL FINISH MATERIA[LS, ARCHITECT'S REVIEW OF SAMPLES ALL BE FOR VISUAL AND TEXTURE QUALITIES ONLY, ARCHITECT WILL SPECIFICALLY NOT REVIEW SAMPLES FOR SUITABILITY FOR CONSTR[UCTION. 7, OWNER'S RECORD INFORMATION: BEFORE FINAL PAYMENT IS RELEASED TO THE CONTRACTOR. THE CONTRACTOR SHALL SUBMIT ~'O THE ARCHITECT BOUND AND INDEXED FOUR COPIES IN HARD COVER BINDERS OF BROCHURES, CATALOG CUTS, MANUFA~CTURER'S PARTS CATALOGS, WIRING AND PIPING DIAGRAMS, OPERATING MANUALS AND GUARANTEES NECESSARY FOR THE OPERATrON AND MAINTENANCE OF THE PROJECT. 8 CONTFRACTOR WILL, WITHIN FIVE DAYS OF NOTICE TO PROCEED, SUBMIT ~A DETAILED CONSTRUCTION SCHEDULE SHOWING IT'S PLAN TOI ACHIEVE TIMELY SUBSTANTIAL COMPLETION 9, REQUIIRED SUBMITTALS: CONTRA~CTUAL: CERTIFKCATES OF INSURANCE, LIST OF ~SUBCONTRACTORS (NAME, ADDRESS, PHONE CONTACT), CONSTR[UCTION SCHEDULE (FULLY DETAILED BAR CHART - UPDATE[D WEEKLY), OWNER'~S RECORD INFORMATION, TEST REPORTS. G.C TO ISUBMIT (4) SETS OF DRAWINGS 24 X 36 SHEETS UNLESS NOTED (OTHERWISE. NO FAXES. SHOP DIRAWINGS MUST BE SUBMITTED IN A TIMELY & PROFES~SIONAL MATTER, AS INDICATED IN SPECIFICATIONS AND STONE ~VORK - LAYOUT DRAWINGS AND DETAILS STRUCT'URAL STEEL MISCELLLANEOUS METAL WORK - INCLUDING LAYOUT DRAWINGS, DETAILS;, ETC, OF ALL ITEMS OF WORK ORNAMENTAL METAL WORK - INCLUDING LAYOUT DRAWINGS, DETAILS, BTC OF ALL ITEMS OF WORK WOOD~/~ORK - PROFILES OF ALL ITEMS MILLWO,RK - INCLUDING FABRICATED ITEMS, TRIM, DOORS, JAMBS, AND ASSEMBLED ITEMS CASEWORK AND COUNTERTOPS METAL ODORS AND FRAMES HARDWARE SCHEDULE STOREFRONTANINDOW WALL ASSEMBLIES, INCLUDING ENTRANCE DOORS,, ETC. GLASS/AND GLAZING WORK - INCLUDING LAYOUT AND ALL DETAILS ENTRANICE MATS SPRINKLER SYSTEM MECHANICAL AND ELECTRICAL ITEMS AS INDICATED ON MECHANICAL AND ELECTRICAL SPECIFICATIONS AND DRAWINGS, PRODU(~T LITERATURE, AS INDICATED IN SPECIFICATIONS AND ALL MArNUFACTURED ITEMS EXPOSED TO VIEW STRUC~'U RaL PROPRIETARY PRODUCTS STONE ~WORK PROPRIETARY PRODUCTS INCLUDING ANCHOR LUMBEI~ TREATMENT CERTIFICATES AND MATERIALS LITERATURE CARPEhklTRY PROPRIETARY PRODUCTS WOOD E)OORS WATERIPROOFING SpraYED-ON FIREPROOFING JOINT S~EALANTSLO METAL [DOORS & FRAMESNG, HARDW/ARE GYPSUPM DRYWALL AND SUPPORT SYSTEM MATERIALS TILE MANTERIALS WOOD ~FLOQRING MATERIALS WOOD ~FLOORtNG FINISH SYSTEM MATERIALS RESIUENT FLOORING MATERIALS PAINT [wlATERIALS FIRE RETARDANT FINISH MATERIALS FIRE PFROOFING MATERIALS WALL C~OVERING MATERIALS CORNER GUARDS SIGNAGE SYSTEM MATERIALS TOILET' ACCESSORIES PLUMBIING FIXTURES AND FITTINGS APPLIA[NCES ENTRAiNCE MATS ELEVATORS SYSTEMS SPRINKLER SYSTEM MANUFACTURED PRODUCTS MECHA~NICAL AND ELECTRICAL ITEMS AS INDICATED ON MECHA*NICAL AND ELECTRICAL SPECIFICATIONS AND DRAWINGS. 10, THE GENERAL CONTRACTOR WILL RECEIVE ARCHITECT REVIEWED COPIES OF ALL MILLWORK SHOP DRAWINGS, AND WILL MAINTAIN AN UP TO DATE SET OF THESE DOCUMENTS ON SITE FOR REFBRIENCE BY OWNER AND ARCHITECT. THE GENERAL CONTR~ACTOR WILL REVIEW APPROVED MILLWORK SHOP CRAWLINGS AND PROMPTLY ADVISE ARCHITECT OF ANY CONFLICTS BETWEEN MILLWORK AND GENERAL CONSTRUCTION, K. RESPONSIBILITY FOR SUBCONTRACTORS AND SUPPLIERS CONTRACTOR HAS THE RESPONSIBIUTY TO ENSURE THAT ALL MATERIAL SUPPLIERS AND SUBCONTRACTORS, AND THEir AGENTS AND EMPLOYEES ADHERE TO THE CONTRACT DOCUMENTS, THAT THEY ORDER MATER]ALS ON TIME, TAKING INTO ACCOUNT CURRENT MARKET AND DELIVERY CONDITIONS, AND THAT THEY PROVIDE MATERIALS AS NECESSARY TO MEET THE PROJECT SCHEDULE. CONTRACTOR SHALL COORDINATE WORK, INCLUDING DELIVERIES, STORAGE iNSTALLATIONS, AND UTILITIES, WITH THAT OF ALL OTHERS ON THE PROJECT, INCLUDING ITEMS FURNISHED BY OWNER FOR INSTALLATION BY CONTRACTOR. CONTRACTOR SHALL BE RESPONSIBLE FOR SPACE REQUIREMENTS, LOCATIONS, AND ROUTING OF ITS EQUIPMENT L. CONTRACTOR SHALL PROVIDE COPIES OF PURCHASE ORDERS AND SUBCONTRACTS IF REQUESTED BY OWNER TO DO SO, M, OWNER WILL PROVIDE SECURITY AS NECESSARY DURING PUNCH LIST WORK FOR SEVEN CALENDAR DAYS AFTER SUBSTANTIAL COMPLETION. AFTER SEVEN DAY, SECURITY FOR PUNCHLIST WORK WILL SE PROVIDED BY OWNER AT CONTRACTOR'S EXPENSE. N. WRITTEN NOTICE' CONTRACTOR SHALL COPY OWNER ON ALL SIGNIFICANT CORRESPONDENCE TO ARCHITECT REGARDING COST, SCHEDULE, AND QUALITY OF THE WORK. END OF SECTION SECTION 00860 - SEPARATE CONTRACTS/RESPONSIBILITY MATRIX A OWNER WILL ISSUE SEPARATE PRIME CONTRACTS AS FOLLOWS: 1 GENERAL CONSTRUCTION, 2. MILLWORK STORE FIXTURES AND CUSTOM CASEWORK INSTALLATION. 3, LIGHT FIXTURE SUPPLY. 4. SECURITY SYSTEM. 5. VIDEO SYSTEM. 6. POS AND TELEPHONE SYSTEM. S, RESPONSIBILITY OF THESE SEPARATE CONTRACTORS ARE MORE SPECIFICALLY DEFINED IN THE PROJECT RESPONSIBILITY MATRIX SEE SHEET A-001, C. EACH CONTRACTOR WILL COOPERATE WITH OWNER AND OTHER CONTRACTORS AND COORDINATE WORK AS REQUIRED TO ACHIEVE TIMELY PROJECT COMPLETION SECTION 00870 - SCHEDULE B - UNIT PRICES AND LABOR RATES A, UNIT PRICES AND HOURLY LABOR RATES SHALL CONTAIN ALL CHARGES FOR OVERHEAD, PROFIT, INSURANCE, AND ALL TAXES. THE SUM STATED SHALL REPRESENT THE WORK, COMPLETE AND IN PLACE, TO THE OWNER. B. LABOR RATES PER HOUR: REGULAR TIME 1 5 TIME DOUBLE TIME 1. CARPENTER $ $ $ 2. LABORER $ ~ SA 3. ELECTRICIAN $ $_ $ 4. PAINTER $ $ ~ C. UNit PRICES 1. DIMENSION LUMBER BLOCKING: INSTALLED $.__ FOOT. 2. 1/2" PLYWOOD BLOCKING: INSTALLED $. END OF SECTION /BOARD /SQUARE FOOT. SECTION 01010 -SUMMARY OF WORK A, DIVISION 1, WHERE PROVISIONS OF GENERAL CONDITIONS RELATE TO PROJECT ADMINISTRATION OR WORK-RELATED REQUIREMENTS OF THE CONTRACT, THOSE PARAGRAPHS ARE EXPANDED IN DIVISION 1 - GENERAL REQUIREMENTS 1, DIVISION I - GENERAL REQUIREMENTS CONTAIN INFORMATION NECESSARY FOR COMPLETION OF EVERY PART OF PROJECT. 2 WHERE ITEMS OF WORK ARE DONE UNDER SUBCONTRACTS, EACH ITEM SHALL BE SUBJECT TO THESE CONDITIONS. C. COORDINATION: COORDINATE USE OF PREMISES AND ACCESS TO SITE UNDER DIRECTION OF ARCHITECT COORDINATE WORK TO ASSURE EFFICIENT AND ORDERLY SEQUENCE OF iNSTALLATION OF CONSTRUCTION ELEMENTS. 1 MAKE PROVISIONS FOR ACCOMMODATING ITEMS INSTALLED BY OWNER OR UNDER SEPARATE CONTRACTS. 2. VERIFY CHARACTERISTICS OF INTERRELATED OPERATING EQUIPMENT ARE COMPATIBLE. COORDINATE WORK HAVING INTERDEPENDENT RESPONSIBILITIES FOR INSTALLING, CONNECT[ON TO, AND PLACING SUCH EQUIPMENT IN SERVICE. 3 COORDINATE SPACE REQUIREMENTS AND INSTALLATION OF MECHANICAL AND ELECTRICAL WORK. CONCEAL PIPES, DUCTS AND WIRING IN FINISHED DREDE COORDINATE LOCATIONS OF FIXTURES AND OUTLETS WITH FINISHES. D. REGULATORY REQUIREMENTS: ARCHITECT HAS CONTACTED GOVERNING AUTHORITIES AND REVIEWED SIGN REQUIREMENTS OF LOCAL, STATE AND FEDERAL AGENCIES FOR APPLICABILITY TO PROJECT. 1 CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING GOVERNING AUTHORmES DIRECTLY FOR NECESSARY INFORMATION AND DECISIONS BEARING UPON PERFORMANCE OF WORK. E. REFERENCE STANDARDS: FOR PRODUCTS SPECIFIED BY ASSOCIATION OR TRADE STANDARDS, COMPLY WITH REQUIREMENTS OF REFERENCED STANDARD, EXCEPT WHEN MORE RIGID REQUIREMENTS ARE SPECIFIED OR REQUIRED BY APPLICABLE CODES. 1 APPLICABLE DATE OF EACH STANDARD IS THAT IN EFFECT AS OF PROPOSAL DATE, EXCEPT WHEN A SPECIFIC DATE IS SPECIFIED. F. CUTTING AND PATCHING: CUT, FIT, AND PATCH AS REQUIRED TO COMPLETE WORK AND TO: 1. MAKE ITS PARTS FIT TOGETHER PROPERLY. 2. UNCOVER WORK TO PROVIDE FOR INSTALLATION OF ILL-TIMED WORK. 3. REMOVE AND REPLACE DEFECTIVE WORK 4, REMOVE AND REPLACE WORK NOT CONFORMING TO CONTRACT DOCUMENTS 5. REMOVE SAMPLES OF INSTALLED MARK DE REQUIRED FOR TESTING. 6. PROVIDE ROUTINE PENETRATIONS OF NON-STRUCTURAL SURFACES FOR INSTALLATION OF PIPING AND ELECTRICAL CONDUIT. END OF SECTION SECTION 01030 - ALTERNATES A. ALTERNATES WILL BE EXERCISED AT OWNER'S OPTION, B COORDINATE RELATED WORK AND MODIFY SURROUNDING WORK AS REQUIRED TO COMPLETE WORK, INCLUDING CHANGES UNDER EACH ALTERNATE, WHEN ACCEPTANCE IlS DESIGNATED IN OWNER-CONTRACTOR AGREEMENT. END OF SECTION SECTION 01300 · SUBMITTALS A, GENERAL: REFER TO SECTION 00750 - SUPPLEMENTARY GENERAL CONDITIONS FOR ADDITIONAL SPECIFIC REQUIREMENTS. B. SUBMITTALS: TRANSMIT EACH ITEM UNDER Alia FORM 6810 OR A SIMILAR FORM. DISTRIBUTE COPIES OF REVIEWIED SUBMITTALS TO CONCERNED PERSONS. INSTRUCT RECIPIENTS TO PROMPTLY REPORT ANY LIABILITY TO COMPLY. C PROGRESS SCHEDULES: SUBMIT BAR CHART TYPE CONSTRUCTION PROGRESS SCHEDULE WITH SEPARATE ITEM FOR EACH MAJOR TRADE OR OPERATION IDENTIFYINIG FIRST DAY OF EACH WEEK D. SCHEDULE OF VALUES SUBMIT TYPED SCHEDULE ON AIA FORM G703 OR ANOTHER APPROVED 8-1/2" X LL" PAPER, CONTRACTOR'S STANDARD MEDIA-DRIVEN PRINTOUT WILL BE CiONSIDERED ON REQUEST. E. SAMPLES' SUBMIT FULL RANGE OF MANUFAC'TURERS' STANDARD COLORS, TEXTURES, AND PATTERN~ FOR ARCHITECT'S SELECTION. INCLUDE IDENTIFICATION ON EACHI SAMPLE, GIVING FULL INFORMATION. 1, SUBMIT THREE SAMPLES UNLESS OTHERWISE SPECIFIED, ARCHITECT WILL RETAIN ONE SAMPLE. MAINTAPN ONE SET OF APPROVED SAMPLES AT PROJECT FOR OWNER,. F CERTIFICATES, SUBMIT CERTIFICATES, IN DUPLICATE, IN ACCORDANCE WITH REQUIREMENTS OF SPECIFICATION SECTION G, MOCK-UPS: ERECT FIELD SAMPLES AND MOCK-UPS AT PROJECT SITE IN ACCORDANCE WITH REQUIREMENTS WHERE INCLUDED IN SPECiFiCATION SECTION. END OF SECTION SECTION 01400 - QUALITY CONTROL A. GENERAL QUALITY CONTROL: MAINTAIN QUAILITY CONTROL OVER SUPPLIERS, MANUFACTURERS, PRODUCTS, SERVICES SITE CONDITIONS, AND WORKMANSHIP, TO PRODUCE WORK OF SPECIFIED QUALITY. B MANUFACTURER'S FIELD SERVICES: WHEN SPECIFIED IN RESPECTIVE SPECIFICATION SECTIONS, REQUIRE MANUFACTURER OR SUPPLIER TO HAVE QUALIFIED PERSONNEL PROVIDE ON-SITE OBSERVATIONS AND RECOMMENDATION. 1. REPRESENTATIVE SHALL: A. OBSERVE FIELD CONDITIONS= INCLUDING CO~NDITIONS OF SURFACES. B. OBSERVE QUALITY OF WORKMANSHIP AND MdETHODS OF INSTALLATION, C. PROVIDE RECOMMENDATIONS FOR INSTALLATION AND WORKMANSHIP. D. WHERE REQUIRED, START, TEST, AND ADJUST EQUIPMENT AS APPLICABLE. E. SUBMIT. WRITTEN REPORT TO ARCHITECT OIF OBSERVATIONS. END OF SECTION SECTION 01500 · CONSTRUCTION FACILITIES A GENERAL. REFER TO SECTION 00750 - SUPPLEMENTARY GENERAL CONDITIONS, B. NOISE, DUST AND POLLUTION CONTROL* PROVIDE MATERIALS AND EQUIPMENT NECESSARY TO COMPLY WITH BUILDING OWNER FOR NOISE, DUST AND POLLUTION CONTROL C. BARRIERS, PROVIDE AS REQUIRED TO PROTIECT ADJACENT PROPERTIES FROM DAMAGE FROM OPERATIQNJS, AND AS REQUIRED BY BUILDING OWNER. D, CLEANING: CONTROL ACCUMULATION OF WASTE MATERIALS AND RUBBISH, DISPOSE OF OFF-SITE AT INTERVALS APPROVED BY BUILDING OWNER. E, SIGNS: SUBJECT TO APPROVAL OF BUILDING OWNER, OWNER, AND ARCHITECT. F. REMOVAL AND CLEANING: REMOVE CONSTR~UCTION FACILITIES, CLEAN AND REPAIR DAMAGE, IN EXCESS OF CONTRACT REQUIREMENTS, CAUSED BY OPERATIONS AND CAUSED BY USE OF TEMPORARY FACILITIES, END OF SECTION SECTION 01600 - MATERIAL AND EQUIPMENT A. PRODUCTS: COMPONENTS SUPPLIED IN QUiANTITY SHALE BE INTERCHANGEABLE PROVIDE NEW MATERIALS~ UNLESS OTHERWISE DIRECTED iN CONTRACT DOCUMENTS, B. INSTALLATION, INSTALL ITEMS PLUMB, LEVEL AND SECURE, AND IN CORRECT RELATION TO ADJACENT PRODUC)TS. SECURE iN PLACE WITH POSITIVE ANCHORAGE DEVICES [~ESIGNED AND SIZED TO WITHSTAND STRESSES, VIBRATION, AND R/ACKING, C. TRANSPORTATION: TRANSPORT PRODUCTS~ BY METHODS TO AVOID PRODUCT DAMAGE, DELIVER IN UNDAMJAGED CONDITION IN MANUFACTURERS' UNOPENED CONTAINERS O}R PACKAGING. D. HANDLING: PROVIDE EQUIPMENT AND PERS~ONNEL TO HANDLE PRODUCTS BY METHODS TO PREVENT SOILING OR DAMAGE. PROMPTLY INSPECT TO ASSURE PRODUCTS A[RE CORRECT, COMPLETE, AND UNDAMAGED, AND QUANTITIES ARE CORRECT. E STORAGE: STORE MATERIAL IN ACCORDANOE WITH MANUFACTURER INSTRUCTIONS WITH SEALS/AND LABELS INTACT AND LEGIBLE. PERIODICALLY INSPECT TO ASSURE PRODUCTS ARE UNDAMAGED AND ARE MAINTAINED UNDER REQUIRED CONDITIONS. F. PROTECTION: AFTER INSTALLATION, PROVIIDE COVERINGS TO PROTECT PRODUCTS FROM DAMAGE FROM TF~AFFIC AND CONSTRUCTION OPERATIONS, REMOVE WHENI NO LONGER NEEDED G. SPECIFIED PRODUCTS: FOR PRODUCTS SP=EClFIED BY NAMING ONE OR MORE PRODUCTS OF MANUFACTUREIRS, SELECT PRODUCTS OF ANY NAMED MANUFACTURER [~VIEETING SPECIFICATIONS. H SUBSTITUTIONS' FOR PRODUCT OR MANUFACTURER WHICH IS NOT SPECIFICALLY NAMED SUBMIT REQUEST FOR SUBSTITUTIONS. WITHIN A PERIOD OF 30 DAYS AFTER AWARD OF CONTRACT, ARCHITECT WILL CONSIDER REQUESTS FOR SUBSTITUTIONS 1, ARCHITECT RESERVES RIGHT TO REJECT ANY REQUEST FOR SUBSTITUTION WHICH DOES NOT INDICATE A COST BENEFIT TO OWNER OR IDENTIFIABLE IMPROVEMENT IN CONSTRUCTION SCHEDULE TO ALLOW EARLY MOVE-IN. 2, SUBMIT SEPARATE REQUEST FOR EACH PROPOSED SUBSTITUTION WITH DATA RELATING TO CHANGES IN COST AND CONSTRUCTION SCHEDULE, NOTE EFFECT OF SUBSTITUTION ON OTHER WORK, PRODUCTS, OR SEPARATE CONTRACTS, 3, INCLUDE ACCURATE COST DATA COMPARING PROPOSED SUBSTITUTION WITH PRODUCT AND AMOUNT OF NET CHANGE IN CONTRACT PRICE, 4, DO NOT ORDER SUBSTITUTE PRODUCTS WITHOUT WRITTEN ACCEPTANCE, ARCHITECT WILL DETERMINE ACCEPTABILITY OF PROPOSED SUBSTITUTIONS AND RESERVES RIGHT TQ REJECT DUE TO INSUFFICIENT INFORMATION. 5, REQUESTS INDICATE CONTRACTOR HAS INVESTIGATED PRODUCT AND IT MEETS OR EXCEEDS SPECIFIED PRODUCT, WILL PROVIDE SAME WARRANTY, AND WAIVES CLAIMS FOR ADDITIONAL COSTS END OF SECTION SECTION 01700 - CONTRACT CLOSEOUT A. COMPLETION: WHEN WORK IS COMPLETE~ SUBMIT WRITTEN CERTIFICATION THAT: 1 WORK HAS BEEN INSPECTED FOR COMPLIANCE WITH CONTRACT DOCUMENTS. 2. WORK HAS BEEN COMPLETED IN ACCORDANCE WITH CONTRACT DOCUMENTS AND DEFICIENCIES NOTED BY ARCHITECT AND OWNER HAVE BEEN CORRECTED B, SPECIAL SUBMIttALS: SUBMIT FINAL STATEMENT OF ACCOUNTING GIVING TOTAL ADJUSTED CONTRACT SUM, PREVIOUS PAYMENTS, AND SUM REMAINING DUE. C. FINAL CLEANING, EXECUTE FINAL CLEANING PRIOR TO FINAL INSPECTION. 1. CLEAN SURFACES EXPOSED TO VIEW, INCLUDING CASEWORK INTERIORS, REMOVE TEMPORARY LABELS, STAINS AND FOREIGN SUBSTANCES, POLISH TRANSPARENT AND GLOSSY SURFACES, VACUUM CARPETED AND SOFT SURFACES. 2. CLEAN EQUIPMENT AND FIXTURES TO A SANITARY CONDITION, CLEAN OR REPLACE FILTERS OF MECHANICAL EQUIPMENT. 3. REMOVE WASTE, SURPLUS MATERIALS AND RUBBISH FROM PROJECT AND SITE D, PROJECT RECORD DOCUMENTS: KEEP DOCUMENTS CURRENT. DO NOT PERMANENTLY CONCEAL ANY MARK UNTIL REQUIRED INFORMATION HAS BEEN RECORDED. 1, INDICATE ACTUAL WORK ON DRAWINGS. INDICATE ACTUAL PRODUCTS USED IN SPECIFICATIONS, INCLUDING MANUFACTURER, MODEL NUMBER AND OPTIONS. E. DATA: PROVIDE MATERIAL, FINISH, MAINTENANCE DATA SUBMITTED BY MANUFACTURERS BOUND IN THREE RING BINDERS, ORGANIZED IN FORMAT SIMILAR TO SPECIFICATIONS, F. WARRANTIES' PROVIDE WARRANTIES AS REQUIRED BY SPECIFICATIONS AND WHERE PROVIDED BY MANUFACTURERS FOR PRODUCTS SPECIFIED. 1. PROVIDE DUPLICATE COPIES, NOTARIZED OR ON CONTRACTOR LETTERHEAD, COUNTERSIGNED BY MANUFACTURER, AND WHERE SPECIFIED, COUNTER SIGNED BY SUBCONTRACTOR AND INSTALLER. A. PROVIDE REQUIRED WARRANTIES FOR WATERPROOFING COUNTERSIGNED BY SUBCONTRACTOR AND INSTALLER. 2 REJECTION OF WARRANTIES: OWNER RESERVES RIGHTTO REJECT UNSOLICITED AND COINCIDENTAL PRODUCT WARRANTIES WHICH DETRACT FROM OR CONFUSE INTERPRETATIONS OF CONTRACT DOCUMENTS. G. DEMONSTRATIONS, PRIOR TO FINAL INSPECTION, DEMONSTRATE OPERATION OF EACH SYSTEM TO OWNER. END OF SECTION PROJECT: MICHAEL NEUMANN ARCHITECTURE LLC 127 WEST 24TH STREET 7TH FLOOR NEW YORK CITY 10011 WWW. MNARCH.COM T 212.675.2205 F 212.675.2287 2656 NASSAU POINT ROAD CUTCHOGUE, NY 11935 PERMIT SUBMITTAL NOV 4, 2010 DRAWING TITLE NOV 2, 2010 GENERAL NOTES SEAL & SIGNATURE; 6006 DRAWN BY: JR CHECKED BY: MN FILENAME, A-O02 NOTES dwg PAGE: A-002 O ~ IST FLOOR CONSTRUCTION PLAN SCALE- 1/4:1-0 ;N.I.C KITCHEN 0'-0' 2'-0 3/4" 114 4'4 3/4" -- GENERAL NOTES 2 3 FOR ALL EXTERIOR WALLS TOUCHED DURING CONSTRUCTION, GC IS TO REPLACE EXISTING INSULATION WITH NEW R-15 BAIT INSULATION. FOR ALL NEW EXTERIOR WALLS, GC IS TO USE R-lg BATr INSULATION. GC TO ADD N~N R-19 BATT INSULATION UNDER FLOOR THROUGHT EXISTING HOUSE AND ADDITION. ACCESS FROM SELOW AT EXISTING AND NEW CRAWLSPADES AND BASEMENTS CONSTRUCTION NOTES [-~ USE HEARTH AS 0'-0". NEW WALL FILL AT EXISTING WALL OPENING / DOOR / WINDOW. MATCH ADJACENT WALL SURFACE FOR SMOOTH, FLUSH FINISH. REFER TO WALL TYPES / DETAILS. NEW HEATING SYSTEM RETROFIT REPLACING FIN-TUBE BASEBOARD SYSTEM WITH FREE-STANDING CAST IRON RADIATORS, NOTED LOCATIONS ONLY. 1 RISER DOWN FROM NEW FLOOR TO EXISTING. HEIGHT WILL BE A RESULT OF HOW HIGH NEW FLOOR MUST BE BUILT UP IN ORDER TO BRING IT TO LEVEL SUSFLOOR AT LOFT ONLY TO SE ZX6 TOUNGE AND GROOVE PI~tK SUBFLDORING TO RUN PERPENDICULAR TO JOISTS. ALL FRANING AT DECKS IHAT IS NOI VISIBLE TO BE PRESSURE TRIEATI:D' CONFIRM USE IS PERMITTED WITH LOCAL DOS PRIOR TO USE. DRAWING DELETED. NO LONGER IN SCOPE OF WORK. 2ND FLOOR CONSTRUCTION PLAN SCALE - 1/4" = 1'-0' MICHAEL NEUMANN ARCHITECTURE LLC 127 WEST 24TH SIREET 7TH FLOOR NEW YORK Cl'i7 10011 WWW.MNARCH.COM T 212.675.2285 F 212.675.2287 PROJECT: 2650 NASSAU POINT ROAD CUTCHOGU E, NY t 1935 PERMfT SUBMR'FAL NOV 4, 2610 BID SET NOV 2, 2010 DRAWING TITLE: CONSTRUCTION PLANS SEAL & SIGNATURE: PROJECTNUMBER: 6006 DRAWN BY: JR CHECKED BY: MN FILENAME: PAGE: A-110 ROOF PLAN SCALE - 1/4" / \ \ I \ \ / \ / ROOF NOTES NEW ASPHALT SHINGLE ROOF SURFACE ON (2) LAYERS #15 ASPHALT SATURATED FELT, ON 2X8 @ 16" O.C. WD FRAMING, INSULATION BAFFLES AND R19 BATT INSULATION BELOW. VERIFY FRAMING WITH S~I~UCTURAL DRAWINGS. FINISH AND ELEVATION TO MATCH ADJACENT ROOF SURFACE. MAINTAIN ALL THERMAL / MOISTURE CONDITIONS, FLASH W/DRIP EDGE AS REQ'D. NEW COPPER STANDING SEAM 1-1/2"D .032'~H. BOLD RIB ROOF SURFACE~ ON 2" (R13) PIR RIGID INSULATION, ON 3/4" PLYWD DECK, ON 2X10 @ 16"O.C. WD FRAMING INSULATION BAFFLES AND R19 BATT INSULATION BELOW VERIFY FRAMING WiTH STRUCTURAL DRAWINGS CONSULT MANUFACTURER FOR PROPER SHEET MTL FASTENERS / ACCESSORIES MAINTAIN ALL THERMAL / MOISTURE CONDITIONS, FLASH AS REQ'D. 5" COPPER HALF ROUND GUTTERS AND DOWNSPOUTS. NEW EPDM SINGLE PLY ROOFING MEMBRANE ON 3/4' PLYWOOD DECK, ON -- 2X6 ~ 16" O.C. WD FRAMING. INSULATION BAPFLES AND HIGH DENSITY RI 5 SATr INSULATION BELOW. FINISH AND ELEVATION TO MATCH EXISTING ADJACENT FLAT ROOF. NEW PERGOLA STRUCTURE. 2X8 AND 2X6 WD STRUCTURE ON 6X6 WD COLUMNS, FOR FURTUER INFO REFER TO ELEVATIONS / DEI'LS, EXIST'G CHIMNEY TO BE REFACED. PROVIDE NEW COPPER HIP AND RIDGE CAP, CRICKET & FLASHING. REFER TO ELEVATIONS FOR FURTHER INFO. NEW ROOF MOUNIED EXHAUST FAN TO BE SPECIFIED AND INSTALLED BY CC. EXISTING ROOF OVER LIVING ROOM TO BE [NSULATUD WITH RI 9 SA'IT INSULATION AND INSULATION BAFFLES PRIOR TO NEW CEILING FINISH. MICHAEL NEUMANN ARCHITECTURE LLC 127 WEST 24'TH STREET 7TH FLOOR NEW YORK CITY 10011 WWW. MNARCH.COM T 212.675.2285 F 212.675.2287 PROJECT: 2650 NASSAU POINT ROAD CUTCHOGUE, NY '11935 PERMIT ADDENDUM ,/~ PERMrr SUBMITTAL AUG 22, 2011 NOV 4, 20t0 BIDSET DRAWING TITLE: NOV 2, 2010 ROOF PLAN SEAL & SIGNATURE: PROJECT NUMBER: 6006 DRAWN BY. JR CHECKED BY: MN FILENAME: A-170 ROOF PLAN.clwg PAGE: A-170 6~ 5" ~ U~DERSDE OF PERGOLA RISERS ONLY -- PERGOLA -- EAST ELEVATION 61 5" UNDERSIDE OF PERGOLA ~ ~ EXISTING DECK F,F, WEST ELEVATION ELEVATION NOTES OUTDOOR SHOWER WOOD DECK PERGOLA STRUCTURE EXISTING CHIMNEY TO BE REFINISHED WITH NEW BRICKFACE (ST-2). ADD NEW COPPER HIP AND RIDGE CAP, COPPER CRICk(ET AND FLADHING AS REQUIRED. CEDAR DIAMOND LAT[ICE PANELS TO COVER UNDERSIDE OF EXISTING DECK. NEW ROOF MOUNTED EXHAUST FAN. RUN NEW RAIN DOWNSPOUTS UNDERGROUND AND DIVERT DOWN AND ~ROUND DRAINPIPE, TYp FOR NEW GUTTERS. PROJECT: 127 WEST 24'11'1 SIREET /TH FLOOR NBIV YORK CITY 10011 WWW.MHARCH.COM T 212.576.2285 F 212.675.2287 2650 NASSAU POINT ROAD CUTCHOGUE, NY 11935 PERMIT ADDENDUM /1~ AUG 22, 2011 PERMIT SUBMR'rAL NOV 4, 2810 DRAWING TITLE. EXTERIOR ELEVATIONS NOV2,2010 SEAL & SIGHA~JRE. PROJECT NUMBER: 6005 DRAWN BY: JR CHECKED BY: MN FILENAME: PAGE: A-200 SCALE - 114" = 1'~)' ELEVATION NOTES MICHAEL NEUMANN ARCHITECTURE LLC L~ OU~OOR SHOWER 127 WEST 2411'1 STREEr 71'11 FLOOR ~ £ I ......................... NEWYORKCITY 10011 ) ~ I ...................... /'~ WWW.MNARCH.COM ~ I~"~"~"~'"~ ~,~Z~~ I ...................................... T212.675.2285 F212,675,2287 : ' ) 5 PERGO!.A STRUCTURE ~IRISHED WITH NEW BRICKFACE (ST-2). ADD · NEW COPPER HIP AND RIDGE CAP, COPPER CRICKET AND FLASHING AD REQUIRED. ~~ PROJECT: 9 NEW ROOF MOUNTED EXHAUST FAN, ~TI ~ "-~'~ 2650 NASSAU POINT ROAD RUN NEW PAIN DOWNSPOUTS UNDERGROUND AND DIVERT DOWN AND C UTC H DO U E, NY 11935 (~) NORTH ELEVATION 'i PERMIT ADDENDUM /IX AUG 22, 2011 t PERMIT SUBMITTAL NOV 4, 2010 , .4 BID SET NOV 2, 2010 · DRAWING TITLE: !~ EXTERIOR ELEVATIONS (~ SOUTH ELEVATION I i 4` 4, 4, 4, 4, 4, 4. 4, 4, 4, 4, 4, 4, 4, 4, 4, CONTRACTOR NOTES I SEE INTERIOR ELEVATIONS FOR FINISH NOTES. MICHAEL NEUMANN ARCHITECTURE LLC 127 WEST 24111 STREET 'TTH FLOOR NEW YORK CiTY 16011 WWW. MNARCH.COM T 212.675.2285 F 212,675,2287 I~ UNDERSIDE OF NEW TRUSSES ~TOP OF MINOR PERGOLA BEAMS ~ UNDERSIDE OF M~JOR PERGOLA BEAMS NEW DECKS SECTION NOTES NEW FLAT ROOF AT EN'~Y TO MATCH ELEVATION AT EXIS~NG FLAT ROOF, · ' NEW CEIMNG AT INTERIOR TO RUN FLUSH WITH EXISTING CEILING AT DINING ROOM. NEW R15 BAT[ INSULATION. m NEW CEILING TO AT[ACH TO EXISTING 2X6 ROOF JOISTS AT UVING ROOM. · ' ADO NEW R16 NEW S^T[ INSULATION. REFER TO STRUCTURAL DP~WINGS FOR TRUSS INFO. REFER TO .1~436 FOR PERGOLA D~TAI[-S- R19 BATT INSULATION AT NEW EXTERIOR WALLS U,O.N., 17P. PROJECT: 2650 NASSAU POINT ROAD CUTCHOG UE, NY 11935 NORTH SECTION SACLE - 1/4' = 1'~' F,F. @ EXIST CRAWL SPACE PE.M. AB.E.BBM ~,', AU.,,. PE... S.B,,.~.ov ~ BID SET NOV 2, 2010 DRAWING TITLE: BUILDING SECTIONS SEAL & SIGNATURE: ' OFN PROJECT NUMBER: 6006 DRAWN BY: JR CHECKED BY: MN FILENAME: A210 PAGE: ®sou,, s c,,o,A.210 MICHAEL NEUMANN ARCHITECTURE LLC 127 WEST 24TH STREET TfH FLOOR NEW YORK CITY 10011 ~ WWW.MHARCH.COM ~ T 212.675.2285 F 212.675.2287 PROJECT: DRAWINGS DELETED. NO LONGER IN SCOPE OF WORK 2650 NASSAU POINT ROAD CUTCHOGUE, NY 11935 STAIR SECTION (~ STAIR SECTION (~ STAIR SECTION (~ STAIR SECTION SCALE - 3/8' = 1'-0' SCALE - 3/8" = 1 '~)' SCALE - 3/8' = 1 '-0" SCALE - 3/8" = 1 '-0' I PERMIT ADDENDUM /~ AUG 22,2011 ', STAIR DETAILS ~ SEAL & SIGNATURE: ' DRAWINGS DELETED. NO LONGER liN SCOPE OF WORK PROJECT NUMBER: 6006 CHECKED BY: JR FILERAME: A-450~TAIR DETAILS.dW~ PAGE: ® (~ STAIR PLAN - SECOND FLOOR STAIR PLAN - GROUND FLOOR SCALE - 3/8" = 1'-0" SCALE - 3/8" = 1'~)' I i d MICHAEL NEUMANN ARCHITECTURE LLC I ~ 127 WEST 24TH STREET 7TO FLOOR ~ NEW YORK CITY 10611 ~ ~ WWW.MHARCH.COM ~ T 212.675.2285 F 212.670.2287 2650 NASSAU POINT ROAD CUTCHOGUE, NY 11935 DRAWINGS DELETED. NO LONGER IN SCOPE OF WORK ~ STRINGER DETAIL ~ STRINGER DETAIL. ~ STRINGER DETAIL '~ ~ POST AND RAIL OET~IL ~ SCALE- 3 = 1'-0' PERMIT ADDENDUM/~1~ AUG 22, : POST/WINOE. OET~_.AI[ PERMr~S..Mrrr~ BID SET NOV 2, 2010 · DRAWING TITLE: STAIR DETAILS · SEAL & SIGNATURE: PROJECT NUMBER: 6006 DRAWN BY' CHECKED BY; JR FEENAME: A-450~TAIR DETAILB.dwg PAGE: *, & & & & & & & & & & & & & & & & GENERAL NOTES SECTION 02010 - SELECTIVE DEMOLITION FOR REMODELING A REMOVE COMPONENTS AS REQUIRED FOR NEW CONSTRUCTION B. DO NOT iNTERFERE WITH USE OF OTHER BUILDING SPACES. MAINTAIN FREE AND SAFE PASSAGE TO AND FROM. C. PREVENT MOVEMENT OF ADJACENT CONSTRUCTION, PROVIDE AND PLACE BRACING AND BE RESPONSIBLE FOR SAFETY AND SUPPORT OF ADJACENT CONSTRUCTION. 1 ASSUME LIABILITY FOR SUCH MOVEMENT, DAMAGE OR INJURY D CEASE OPERATIONS AND NOTIFY ARCHITECT IMMEDIATELY IF SAFETY OF STRUCTURE APPEARS TO BE ENDANGERED. TAKE PRECAUTIONS TO PROPERLY SUPPORT STRUCTURE 1, DO NOT RESUME OPERATIONS UNTIL SAFETY IS RESTORED, E, DISCONNECT OR REMOVE, CAP AND PLUG UTILITIES TO LOCATION INDICATED IDENTIFY ACTIVE UTILITIES. F. PLACE MARKERS TO INDICATE LOCATION OF DISCONNECTED SERVICES, IDENTIFY SERVICE LINES AND CAPPING LOCATIONS QN PROJECT DOCUMENTS. G, UNLESS OTHERWISE NOTED, MAINTAIN POSSESSION OF MATERIALS BEING DEMOLISHED, IMMEDIATELY REMOVE FROM SITE H, DEMOLISH INDICATED APPURTENANCES IN AN ORDERLY AND CAREFUL MANNER, I, REMOVE MATERIALS FROM SITE, J, PERFORM DEMOLITION IN ACCORDANCE WITH AUTHORITIES HAVING JURISDICTION. K. REMOVE FROM SITE CONTAMINATED, VERMIN INFESTED, AND DANGEROUS MATERIALS ENCOUNTERED AND DISPOSE OF BY SAFE MEANS SO AS NOT TO ENDANGER HEALTH. L. REMOVE DEMOLISHED MATERIALS, TOOLS AND EQUIPMENT UPON COMPLETION OF WORK, LEAVE AREA IN CONDITION ACCEPTABLE TO ARCHITECT AND BUILDING OWNER M. REPAIR DAMAGE TO ADJACENT CONSTRUCTION CAUSED AS RESULT OF THIS WORK. N, REPAIR DEMOLITION BEYOND THAT REQUIRED END OF SECTION SECTION 04210 - MASONRY A. SUBMITTALS: SUBMIT PRODUCT DATA OF MASONRY MATERIALS AND MORTAR MIXES AND (2) STONE SAMPLES FOR APPROVAL BY ARCHITECT AND OWNER. B, ACCEPTABLE MANUFACTURERS: PER FINISH SCHEDULE, OR APPROVED EQUAL BY ARCHITECT & OWNER C. STONE SHALL BE INSTALLED AS PER iNCLUDED DETAIL AND PATTERN. STONE SHALL CONFORM TO ASTM C616-03. STONE COLOR, SIZE, BOND AND TEXTURE PER FINISH SCHEDULE. D. MORTAR PER MANUFACTURER'S RECOMMENDATIONS & INSTRUCTIONS E. DO NOT ERECT MASONRY WHEN THE AIR TEMPERATURE IS BELOW 32 DEG. F. RISING OR BELOW 40 DEG F. FALLING, UNLESS WORK iS ENCLOSED AND HEATED. DO NOT ERECT MASONRY WHEN TEMPERATURE OF MASONRY AND MASONRY UNITS IS BELOW FREEZING, PROTECT WORK FROM FREEZING FOR AT LEAST 49 HOURS AFTER CONSTRUCTION. F PROTECT WORK FROM DIRT, COVER TOP OF MASONRY WORK WHEN IT IS NOT BEING WORKED ON. MASONRY IS TO BE KEPT CLEAN AND NO MASONRY WORK WILL BE ACCEPTED THAT IS NOT PLUMB AND TRUE WITH EVENLY SPACED JOINTS, SOLIDLY MORTARED AND COMPLETE, H BUILD IN ALL RELATED ITEMS SUCH AS WATERPROOFING, INSULATIONS. FLASHINGS, WOOD GROUNDS, CONDUITS & BOXES, LINTELS, ACCESSORIES, ETC. AS REQUIRED FOR A COMPLETE JOB (WHEN APPLICABLE), END OF SECTION SECTION 05400 - COLD FORMED METAL FRAMING A. SUMMARY: PROVIDE NON-LOADBEARING METAL FRAMING, 18 GAGE AND HEAVIER, WITH ANCHORAGE AND BRACING, AND WITH ACCESSORIES AS REQUIRED FOR COMPLETE INSTALLATION, B. COMPONENT DESIGN' CALCULATE STRUCTURAL PROPERTIES OF METAL FRAMING SYSTEM IN ACCORDANCE WITH AMERICAN IRON AND STEEL INSTITUTE (AISI) "SPECIFICATION FOR DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS" 1. COMPLY WITH LOADS AS REQUIRED BY BOCA NATIONAL BUILDING CODE 1999 AND CONNECTICUT SUPPLEMENT 1999 INCLUDING LOADS ON FRAMING FROM OTHER SYSTEMS. C. FIRE RATED ASSEMBLIES: PROVIDE FRAMING APPROVED FOR USE IN ASSEMBLES INDICATED TO BE FIRE RATED. D. SHOP DRAWINGS: INDICATE COMPONENT DETAILS, FRAMING OF OPENINGS, AND WELDS, TYPE AND LOCATION OF MECHANICAL FASTENERS AND ACCESSORIES, AND ITEMS REQUIRED OF OTHER WORK FOR COMPLETE INSTALLATION DETAIL FRAMING LAYOUT. E PRODUCT DATA. SUBMIT MANUFACTURER'S LITERATURE. F ENGINEER CERTIFICATION: PROVIDE CERTIFICATION BY CIVIL OR STRUCTURAL ENGINEER REGISTERED IN APPLICABLE STATE INDICATING COMPLIANCE WITH CONTRACT DOCUMENTS AND APPLICABLE CODES. 1. CALCULATIONS: WHERE REQUESTED, SUBMIT CALCULATIONS DIRECTLY TO ENFORCING AGENCY. G. MANUFACTURER CERTIFICATION' PROVIDE CERTIFICATION BY MANUFACTURER INDICATING COMPLIANCE WITH CONTRACT DOCUMENTS AND APPLICABLE CODES. H. PRE-INSTALLATION CONFERENCE; PRIOR TO FABRICATION OF COMPONENTS, MEET AT PROJECT WITH INSTALLERS OF DOORS, WINDOWS, MECHANICAL, AND ELECTRICAL WORK TO REVIEW AREAS OF POTENTIAL INTERFERENCE AND CONFLICTS. I. FRAMING MEMBERS: SHEET STEEL CONFORMING WiTH ASTM A446, ASTM ABLE OF ASTM 461), FORMED INTO "C' SHAPED SECTIONS WITH KNURLED SIDES AND FACES 1, GAGES: AS INDICATED ON DRAWINGS 2, 19 GAGE: MINIMUM 33.000 PSI COMMERCIAL QUALITY STEEL SHEET 3, 16 GAGE AND HEAVIER MINIMUM 40,000 PSI STRUCTURAL QUALITY STEEL SHEET K, TRACK: FORMED STEEL, CHANNEL SHAPED. SAME WIDTH AS STUDS FOR TIGHT FIT L BRACING: FORMED GALVANIZED SHEET STEEL. CHANNEL SHAPED. M. PLATES, GUSSETS, CUPS, AND FASTENINGS; GALVANIZED STEEL, OF FORMED OR SHEET MATERIAL AS REQUIRED FOR PARTICULAR USE. N, FINISH: GALVANIZED, ASTM A924 AND A653, MINIMUM G60 COATING. O FABRICATION. FABRICATE ASSEMBLES AND FRAMED SECTIONS OF SIZES AND PROFILES INDICATED, WITH JOINTS FITTED AND SECURED, REINFORCED, AND BRACED, 1 COMPLYWITH FABRICATION AND CONNECTION RECOMMENDATIONS OF NAAMM MLISFA 540, "LIGHTWEIGHT STEEL FRAMING SYSTEMS MANUAL" 2 WIRE TYING OF FRAMING COMPONENTS IS NOT ACCEPTABLE p. INSTALLATION, INSTALL METAL FRAMING SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S PRINTED iNSTRUCTIONS AND WITH CONNECTION AND ERECTION RECOMMENDATIONS OF NAAMM MLJSFA 540, "LIGHTWEIGHT, STEEL FRAMING SYSTEMS I PLACE STUDS NOT MORE THAN 2' FROM ABUTTING WALLS AND AT EACH SIDE OF OPENINGS, CONNECT STUDS TO TRACKS USING CLIPS, TIES, SCREWS OR WELDING, IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, 2 CONSTRUCT CORNERS USING MINIMUM THREE STUDS, DOUBLE STUDS AT OPENINGS, 3, INSTALL INTERMEDIATE STUDS ABOVE AND BELOW OPENINGS TQ MATCH WALL SPACING. 4, INSTALL CROSS STUD CHANNELS FOR ATTACHMENT OF ITEMS ANCHORED TQ WALLS, END OF SECTION SECTION 05500 - METAL FABRICATIONS A PROVIDE MISCELLANEOUS METAL AND METAL FABRICATIONS NOT INCLUDED ELSEWHERE B. FIELD MEASUREMENTS: TAKE FIELD MEASUREMENTS PRIOR TO PREPARATION OF SHOP DRAWINGS AND FABRICATtON, WHERE POSSIBLE, DO NOT DELAY JOB PROGRESS ALLOW FOR TRIMMING AND FITTING WHERE NECESSARY, C. STEEL PLATES. SHAPES AND BARE, ASTM A36, SHOP PRIME PAINTED. D. GROUT: NON-SHRiNK, NON-METALLiC, PRE-MIXED, FACTORY-PACKAGED, NON-STAINING, NON-CORROSIVE, NON-GASEOUS. TYPE SPECIFICALLY RECOMMENDED BY MANUFACTURER AS APPLICABLE TO JOB CONDITION. 1, MASTER BUILDERS/MASTERFLOW 713 2, U.S, GROUT CORP./FIVE STAR GROUT. 3. UPCO CHEM. DIV,, USM CORPJUPCON. E. FABRICATE ITEMS WITH JOINTS NEATLY FITTED AND PROPERLY SECURED. F SUPPLY COMPONENTS REQUIRED FOR PROPER ANCHORAGE OF METAL FABRICATIONS. G, INSTALL FILTERS SQUARE AND LEVEL, ACCURATELY FITTED AND FREE FROM DISTORTION AND FREE FROM DEFECTS END OF SECTION SECTION 05700 - ORNAMENTAL METALS A. PROVIDE ORNAMENTAL METAL ITEMS AS INDICATED. COORDINATE WORK WITH CASEWORK, FLOORS, DOORS, AND GLASS. B. SUBMITTALS: FURNISH SHOP DRAWINGS OF CUSTOM FABRICATED ITEMS, MANUFACTURER'S LITERATURE FOR MANUFACTURED PRODUCTS, AND SAMPLES OF EACH TYPE OF FINISH. C. RAW STEEL' GLOSS CLEAR POWDERCOAT. D. FASTENERS CONCEALEDEXCEPTWHERESPEClFICALLY APPROVED. MATCH FINISHED COLOR AND TEXTURE OF METAL BEING FASTENED WHEN EXPOSED, H HARDWARE FOR HANG RAILS AND SHELVES: REFER TO DRAWINGS. L FABRICATION: COMPARABLE TO PREMIUM GRADE CASEWORK AS SPEICIFIED IN SECTION 06400 PROVIDE CONCEALED CONNECTION DEVICES WITH HIDDEN FASTENERS TO FORM FLUSH, SMOOTH, HAIRLINE JOINTS. 1. WELDING: COMPLY WITH AWS FOR RECOMMENDED PRACTICES IN WELDING PROVIDE MELDS BEHIND FINISHED SURFACES WITHOUT DISTORTION OR DISCOLORATDN ON EXPOSED SIDE DRESS EXPOSED AND CONTACT SURFACES. J. INSTALLATION: iNSTALL ORNAMENTAL METALS IN ACCORDANCE WITH MANUFACTURE'S INSTRUCTIONS. PLUMB TRUE AND IN CORRECT RELATION TO ADJACENT WORK. 1. COORDINATE WITH ADJACENT CONSTRUCTION INCLUDING CASEWORK, WOOD DOOR, AND WOOD FLOORING. 2. PRIOR TO SECURING, ADJUST TO ENSURE PROPER MATCHING AT BUTT JOINTS AND CORRECT ALIGNMENT THROUGHOUT THEIR LENGTH END OF SECTION SECTION 06105 - MISCELLANEOUS ROUGH CARPENTRY A. PROVIDE MISCELLANEOUS BLOCKING AND PLYWOOD. B LUMBER' GRADED IN ACCORDANCE WITH NFPA GRADING RULES - CONSTRUCTION GRADE, ANY SPECIES 1. LUMBER STANDARD: COMPLY WITH US PRODUCT STANDARD PS20 FOR EACH INDICATED USE, INCLUDING MOISTURE CQNTENT AND ACTUAL SIZES RELATED TO INDICATED NOMINAL SIZES C, PLYWOOD: UNDERLAYMENT GRADE - TYPE APPROPRIATE FOR APPLICATIONS INDICATED. 1. PLYWO'OD STANDARDS COMPLY WITH PSI ANSI A199 1 D. NAILS, SPIKES AND STAPLES: GALVANIZED FOR TREATED WOOD - SiZE AND TYPE TO SUIT APPLICATION AND FASTENERS AS REQUIRED FOR COMPLETE, SECURE INSTALLATION OF MISCELLANEOUS ROUGH CARPENTRY, E PRESERVATIVE TREATMENT. PRESSURE TREAT WOOD MEMBERS AT EXTERIOR WALLS AND WOOD MEMBERS IN CONTACT WITH COINCRETE WITH WATER-BORNE PRESERVATIVES FOR ABOVE GROUND USE WITH AWPA C-2 1, KILN-DRY WOOD TO A MAXIMUM MOISTURE CONTENT OF 15 PERCENT AFTER TREATMENT WITH WATER-BORNE PRESERVATIVE, 2 COMPLETE FABRICATION OF TREATED ITEMS PRIOR TO TREATMENT, WHEREVER POSSIBLE IF CUT AFTER TREATMENT, COAT CUT SURFACES WITH HEAVY BRUSH COAT OF SAME CHEMICAL USED FOR TREATMENT, INSPECT EACH PIECE AFTER DRYING AND DISCARD DAMAGED OR DEFECTIVE PIECES, F FIRE TIREATMENT: TREAT LUMBER AND PLYWOOD TO COMPLY WITH APPLICABLE REQUIREMENTS OF AMERICAN WOOD PRESERVERS BUREAU, AVAILABLE FROM AWPA. 1, COMPLY WITH AWPA FOR PRESSURE IMPREGNATION WITH FIRE-RETANDANT CHEMICALS TO ACHIEVE FLAME-SPREAD RATING OF NOT MORE THAN 25 IN ACCORDANCE WITH ASTM E84 - KiLN-DRY TO MAXIMUM OF 19% MOISTURE CONTENT. G, PLACE MISCELLANEOUS ROUGH CARPENTRY TRUE TO LINES AND LEVIELS. SECURELY ATTACH CARPENTRY WORK TO SUBSTRATES BY ANCHORING AND FASTENING AS REQUIRED BY RECOGNIZED STANDARDS. END DP SECTIQN SECTIONI O6250- FINISH CARPENTRY A. PROVIDE FINISH CARPENTRY INCLUDING FIXED WINDOWS AND STOREFRONT, WOOD TRIM, iNCLUDING WOOD DOOR FRAMES AND JAMBS, CLOSET AND STORAGE SHELVING, SPECIAL SHELVING SYSTEMS, AND MISCELLANEOUS ACCESSORIES 1. COOR~INATE JAMBS WITH SECTION 08210 - WOOD DOORS, FOR PRE-HUMG WOOD DOORS, B. STANDARDS' PERFORM FINISH CARPENTRY IN ACCORDANCE WITH SDANDARDS OF AMERICAN WOODWORK INSTITUTE (AW1) "QUALIT~ STANDARDS." C FIELD MEASUREMENTS: TAKE FIELD MEASUREMENTS PRIOR TO PREPARATION OF SHOP DRAWINGS AND FABRICATION WHERE POSSIBLE. DO NOT DELAY JOB PROGRESS, ALLOW FOR TRIMMING AND FITTING D. SHOP DRAWINGS: INDICATE MATERIALS AND WOOD SPECIES, COMPOMENT PROFILES, FASTENING, JOINING DETAILS, FINISHES, AND ACCESSORIES. E. PRODIUCT DATA: SUBMIT LITERATURE FOR MANUFACTURED ITEMS. F. CERTIIFICATION: AWl CERTIFICATION WILL NOT BE REQUIRED, HOWEVER, OWNER RESERVES RIGHT TO RETAIN AW~ IF QUALITY OF WORIK IS QUESTIONABLE. G. SAMPLES. FURNISH SAMPLES OF EACH TYPE OF WOOD TRIM AND SHELF SUPPORT SYSTEM, H. FIXED WINDOWS AND STOREFRONTS: AWl/PREMIUM GRADE MATCH EXISTING I WOOD TRIM AND JAMBS: AWl/PREMIUM GRADE, INTERIOR, OPAQUE FINISHED, BIRCH OR POPLAR. J WOOD SHELVING: AWl/CUSTOM GRADE FOR OPAQUE FINISH. WOOD BOARD OR HARDWOOD EDGED PLYWOOD SHELVES, MINIMUM 3/4' THICK. K. WOOD SUPPORTS: AWl/CUSTOM GRADE, SOFTWOOD FOR OPAQUE FINISH. L. SHELVING SUPPORTS AND BRACKETS: PROVIDE AS REQUIRED FOR COIMPLETE SYSTEMS AS INDICATED INCLUDING STANDARDS. BRACKE[TS, AND ACCESSORIES. 1. PALLET RACKING - 24" DEEP VERTICAL UPRIGHTS, BOLTED, W/ STANDA~RD KEYHOLE DETAIL. FINISH AS INDICATED ON DRAWINGS 2 PALLET RACKING - 48" LONG CROSS BEAMS. SNAP TO UPRIGHTS (NO BOLTING REQ'D) FINISH AS INDICATED ON DRAWINGS. N. NOT USED. O, ANCH~ORS, NAILS AND SCREW SELECT THE MATERIAL, TYPE, SIZE ANID FINISH REQUIRED BY EACH SUBSTRATE FOR SECURE ANCHOF~AGE. PROVIDE TOOTHED STEEL OR LEAD EXPANSION BOLT SCREWS FOR DRILLED-IN-PLACE ANCHORS, P. WOOD FILLER; COLOR TO MATCH WOOD BEING FILLED. Q. FABRNCATION: FABRICATE FINISH CARPENTRY ITEMS IN ACCORDANCE WITH SPECIFIED QUALITY STANDARD, USE EXPOSED FASTENIING DEVICES OR NAILS ONLY WHEN APPROVED AND UNAVOIIDABLE ARRANGE NEATLY. R. EXAM6NATION: ENSURE MECHANICAL AND ELECTRICAL ITEMS AFFECt-lNG WORK ARE PROPERLY PLACED, COMPLETE, AND HAVE BEEN IMSPECTED BY APPLICABLE AUTHORITIES PRIOR TO COMMENCEMENT OF iNSTALLATION. S. INSTALLATION: INSTALL WORK CONSISTENT WITH SPECIFIED AWl QUALITY GRADE, PLUMB, LEVEL, TRUE AND STRAIGHT WITH NO DISTORTIONS, SHIM AS REQUIRED, USING CONCEALED SHIMS. 1. PRIME PAINT SURFACES IN CONTACT WITH CEMENTITIOUS MATERIALS PRIORTO INSTALLATION, COMPLYWITH REQUIREMENTS OF SECTION 09900 - PAINTING. 2. SECURE TO BLOCKING WITH COUNTERSUNK, CONCEALED FASTENERS AND BLIND NAILING AS REQUIRED FOR A COMPLETE INSTALLATION. SCRIBE AND CUT TO FIT TO OTHER FINISHED WORK. T. TRIM: INSTALL TRIM IN SINGLE, UNJOINTED LENGTHS FOR OPENINGS AND RUNS LESS THAN 10'-0" FOR LONGER RUNS, USE ONLY ONE PIECE LESS THAN 10'-0" IN ANY STRAIGHT RUN, PROVIDE SCARF JOINTS BETWEEN MEMBERS. STAGGER JOINTS tN ADJACENT MEMBERS. 1, COPE AT RETURNS AND MITER AT CORNERS. U. ACCESSORIES: INSTALL ACCESSORIES IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS IN LOCATIONS INDICATED OR AS DIRECTED BY ARCHITECT V ACCEPTABLE TOLERANCES, 1 VARIATION FROM TRUE POSITION: MAXIMUM i/16" AT ANY POSITION AND MAXIMUM 1/8" IN ANY 10'-0' LENGTH 2. ADJOINING SURFACES OF SAME MATERIAL' NO VARIATION PERMI~FED 3, OFFSET WiTH ABUTTING MATERIALS: MAXIMUM 1/32" W, SAND WORK SMOOTH AND SET EXPOSED NAILS AND SCREWS. LEAVE READY TO RECEIVE SITE-APPLIED FINISHES. X. SEAL CONCEALED AND SEMI-CONCEALED SURFACES BRUSH APPLY ONLY USING PRIMER CONSISTENT WITH FINISH COATS SPECIFIED UNDER SECTION 09900 - PAINTING, END OF SECTION SECTION 06400 - ARCHITECTURAL WOODWORK A, PROVIDE ARCHITECTURAL WOODWORK INCLUDING TRIM, JAMBS, WOOD CASEWORK, PANELING, PLASTIC LAMINATE CASEWORK, SHELVING, AND WOODWORK AS INDICATED AND AS REQUIRED TO COMPLETE DESIGN INDICATED. 1. ORNAMENTAL METALS ARE SPECIFIED IN SECTION 05700, 2, FINISH CARPENTRY IS SPECIFIED IN SECTION 96200, 3 WOOD DOORS ARE SPECIFIED IN SECTION 08210 4 GLASS SHELVING AND SUPPORTS ARE SPECIFIED IN SECTION 08800, 5. WOOD FLOORING IS SPECIFIED IN SECTION 09560 6. COORDINATE WOODWORK WITH ORNAMENTAL METALS AND GLAZING, B, STANDARD: PERFORM ARCHITECTURAL WOODWORK IN ACCORDANCE WITH ARCHITECTURAL WOODWORK INSTITUTE (AWl) "QUALITY STANDARDS." C. SUBMITTALS: FURNISH SHOP DRAWINGS, MANUFACTURER'S LITERATURE FOR MANUFACTURED ITEMS, AND SAMPLES OF EXPOSED MATERIALS. INCLUDING HARDWARE. 1, CERTIFICATION: AWl CERTIFICATION OR COMPARABLE AWl QUALITY ASSURANCE PROGRAM IS REQUIRED. D. ARCHITECTURAL WOODWORK - GENERAL: PROVIDE PREMIUM GRADE TYPICAL, CUSTOM GRADE ALLOWED AT PLASTIC LAMINATE CASEWORK AT BACK-OF-HOUSE AREAS ONLY. 1. CASEWORK INCLUDES TABLES, VITRINES, MANNEQUIN PLATFORMS, TALLER STANDING PLATFORMS, AND SIMILAR WOODWORK ITEMS NOT INDICATED AS NIC OR OWNER FURNISHED. E WOOD TRIM: PER DRAWINGS. F TRANSPARENTWOOD CASEWORK: PER FINISH SCHEDULE. G. OPAQUE FINISHED CASEWORK, PER FINISH SCHEDULE H. PLASTIC LAMINATE FINISHED CASEWORK: PER FINISH SCHEDULE. I. TRANSPARENT WOOD PANELING: PER FINISH SCHEDULE. 1 PANELING INCLUDES WALL PANELING, DOORS, AND SOFFITS. J, CASEWORK HARDWARE: AS INDICATED ON DRAWINGS & AS APPROVED BY ARCHITECT, 1. PULLS' AS INDICATED ON DRAWINGS, 2. DRAWER SLIDES: PROVIDE UNDER DRAWER MOUNTED TYPES WHERE INDICATED. 3. OTHER HARDWARE, AS INDICATED ON DRAWINGS. K. FABRICATION: FABRICATE ARCHITECTURAL WOODWORK IN ACCORDANCE WITH SPECIFIED QUALITY STANDARD, NO EXPOSED FASTENING DEVICES, 1 SHOP ASSEMBLE WOODWORK IN SIZES EASILY HANDLED AND TO ENSURE PASSAGE THROUGH BUILDING OPENINGS. 2 LIGHT FIXTURES TO BE INSTALLED IN MILLWORK CASES WILL BE SHIPPED DIRECTLY TO MILLWORK FABRICATOR EARLY ENOUGH TO ALLQW INSTALLATION IN CASEWORK UNITS IN SHOP PRIOR TO SHIPMENT. A, VERIFY LIGHT FIXTURE SUPPLIER'S COUNT AND CONDITION OF MATERIALS WHEN RECEIVED, B, GENERAL CONTRACTOR AND MILLWORK FABRICATOR WtLL RECEIVE ELECTRONIC MAIL (E-MAIL) OR FAX NOTICE, INCLUDING FIXTURE TYPE AND QUANTITIES ONE OF TWO DAYS PRIOR TO DELIVER, C. CONTRACTOR AND FABRICATOR TO CONFIRM DELIVERIES AND NOTE ANY OVERAGES OR SHORTS BY RETURNING ANNOTATED FAX OR E-MAIL TO LIGHT FIXTURE SUPPLIER, L. SHOP FINISHING: SAND WORK SMOOTH SEAL, STAIN AND VARNISH CONCEALED AND SEMI-CONCEALED SURFACES OF TRANSPARENT FINISHED WOODWORK, BRUSH APPLY FINISH TO BE PREMIUM GRADE AS DIRECTED BY ARCHITECT. M. SHOP PRIMING' SAND WORK SMOOTH AND PRIME USING MATERIALS COMPATIBLE WITH PAINT PROVIDED IN SECTION 09900 - PAINTING, N INSTALLATION: INSTALL WORK CONSISTENT WITH SPECIFIED QUALITY GRADE, PLUMB, LEVEL, TRUE AMD STRAIGHT WITH NO DISTORTIONS, 1, SECURE WORK TO GROUNDS, STRIPPING AND BLOCKING WITH COUNTERSUNK CONCEALED FASTENERS AND BLIND NAILING, 2. ATTACHED ARCHITECTURAL WOODWORK SECURELY IN PLACE WITH UNIFORM JOINTS PROVIDING FOR THERMAL AND BUILDING MOVEMENTS SCRIBE AND CUT FOR ACCURATE FIT TO OTHER FINISHED WORK. 3. TRIM: INSTALL UN JOINED LENGTHS FOR OPENINGS AND FOR RUNS LESS THAN 10'-0". USE ONLY ONE PIECE LESS THAN 10'-0" IN ANY STRAIGHT RUN. STAGGER JOINTS. COPE AT RETURNS AND MITER AT CORNERS. O. PREPARATtON FOR FIELD FINISH: SAND WORK SMOOTH AND SET EXPOSED NAILS AND SCREWS WHERE INDICATED FOR FIELD FINISH. APPLY WOOD FILLER IN INDENTATIONS AND LEAVE READY TO RECEIVE SITE-APPLIED FINISHES. END OF SECTION SECTION 07000 - THERMAL AND MOISTURE PROTECTION A. SUMMARY: PROVIDE THERMAL AND MOISTURE PROTECTION AT STOREFRONT MODIFICATIONS AS INDICATED ON THE DRAWINGS. B. BEHIND WOOD SIDINGS AND TRIMS IN EXTERIOR APPLICATIONS, INSTALL ASPHALT IMPREGNATED RAG FELT WEIGHING NOT LESS THAN 15 LBS PER SQUARE OVER SHEATHING, LAPPING HORIZONTAL JOINTS, UPPER OUTSIDE LOWER, AND LAPPING VERTICAL JOINTS, 1' 0" THROUGHOUT. LAP IN SHINGLE FASHION WITH WALL FLASHINGS AND OTHER ADJACENT FLASHINGS C. AT ALL OPENINGS RETURN THE MATERIAL TIGHTLY AGAINST FRAMES FOR AT LEAST 3" AND SECURE. LT SHALL BE FASTENED AT EVERY BEARING. D. SAMPLES: FURNISH SAMPLES OF EACH MATERIAL E. PRE-INSTALLATION CONFERENCE: CONVENE 'CONFERENCE ONE WEEK PRIOR TO COMMENCING WORK, REQUIRE ATTENDANCE OF PARTIES DIRECTLY AFFECTING UNDERLAYMENT. REVIEW PROCEDURES AND COORDINATION REQUIRED WITH RELATED WORK~ F, WARRANTY: PROVIDE FOR CORRECTING FAILURE OF UNDERLAYMENTS TO RESIST PENETRATION OF WATER. REPAIR UNDERLAYMENTS AND PAY FOR OR REPLACE DAMAGED MATERIALS OR SURFACES WARRANTY PERIOD TWO YEARS G. INSULATION' PERIMETER WALL SATT INSULATION SHALL BE UNFACED FIBERGLASS, 6" THICKNESS FOR R-19 OR BETTER INSTALL RESILIENT EXPANDING FOAM JOINT SEALANT AT SHIM SPACES IN WALL OPENINGS AND WALL PENETRATIQNS 1 ACOUSTICAL BATT INSULATION WHERE INDICATED ON THE DRAWINGS SHALL BE OWENS/CORNING NOISE BARRIER BATT INSULATION, 3-1/2" OR EQUAL APPROVED BY THE ARCHITECT, INSTALL INSULATION TO THOROUGHLY ISOLATE EACH ROOM WITH UNBROKEN BLANKET, FIT TIGHTLY BETWEEN STUDS AND JOISTS, 2, ALL INSULATION SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S DIRECTIONS AND IN SUCH A MANNER AS TO FORM A COMPLETE SEAL AGAINST HOT AND CO LD PENETRATION. H. UNDERLAYMENT 1. PROVIDE BUILDING PAPER UNDERLAYMENT A,ND FLASHING FOR EXTERIOR STOREFRONT CONCEALED METAL FLASHINGS AND ACCESSORIES AS REQUIRED FOR COMPLETE W/ATERDGHT INSTALLATION. 2 PROVIDE SHEET MEMBRANE UNDERLAYMENT AND FLASHING FOR AROUND PENETRATIONS THROUGH BUILDIING PAPER AND AT PENETRATIONS, WITH ACCESSORIES AS REQUIRED FOR COMPLETE WATERTIGHT INSTALLATION. 3, MEMBRANE FLASHING AT PENETRATIONS: G ~.AC E CONSTRUCTION PRODUCTSNYCOR ICE AND WATER SHIELD WITH PRIMERS AND SEAM SEALERS AS REQUIRED FOR COMPLETE WATERTIGHT INSTALLATION PROVIDE MATERIALS COMPLIANT WITH APPLICABLE LIMITATIONS ON VOLATILE OI~GANIC COMPOUNDS. 4. CONCEALED METAL FLASHINGS INTEGRAL WlITH UNDERLAYMENTS; MINIMUM 26 GAGE THICK STEEL WITH MINIMUM 0.90 OZ/SQ FT GALVANIZED COATINGS ASTM A361 A. FASTENERS; STANDARD ROUND WIRE TYPE OF HOT DIPPED GALVANIZED STEEL MINIMUM 19/64" HEAD DIAMETER AND 0.104" SHANK DIAMETER. MINIMUM 7/8" LONG 5. BITUMINOUS PAINT: ACID AND ALKALI RESISTANT TYPE, BLACK COLOR. I, FLASHING: 1. FABRICATE METAL FLASHINGS AS RECOMME~NDED BY SHEET METAL AND AIR CONDIT[ONINE- CONTRACTOR hqATIONAL ASSOCIATION (SMACNA) "SHEET METAL MANUA~L". 2. FORM FLASHINGS TO DRAIN WATER TO EXTEIRIOR OF CONSTRUCTION FOR PENETRATIONS. 3. FORM SECTIONS SQUARE. TRUE AND ACC U P~ATE TO SIZE, IN MAXIMUM POSSIBLE LENGTHS AND FREE FROMI DISTORTION AND OTHER DEFECTS DETRIMENTAL TO APPEARANCE OR PERFORMANCE. 4 HEM EXPOSED EDGES OF METAL FLASHINGSi MINIMUM 1/4" ON UNDERSIDE. 5. APPLY BITUMINOUS PAINT ON CONCEALED SIURFACES OF METAL FLASHINGS, K. PREPARATION: INSTALL BUILDING PAPER OVER SURFACES WHICH ARE DRY, FREE OF RIDGES, WARPS AND VOIDS WHICH COULD DAMAGE PAPER. COORDINATE iNSTALLATION WITH INSTALLATION OF COMPONENTS AND ITEMS PROJECTING THROUGH BUILDING PAPER,WHERE FLASHINGS AND/OR ROOFING OF DISSIMILAR METALS COME IN CONTACT, PLACE SHEET LEAD BETWEEN OR PAINT WITH ASPHALTUM PAINT. L iNSTALL FLASHINGS AS RECOMMENDED BY SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION (SMACNA) "SHEET METAL MANUAL'. 1. WEATHERLAP JOINTS MINIMUM 2" AND SEAL WITH PLASTIC CEMENT, SECURE IN PLACE WITH NAILS. 2 FASTENINGS: CONCEAL IN COMPLETED INST,ALLATION M ~NSTALL UNDERLAYMENTS IN ACCORDANCE WITH RECOMMENDS OF BUILDING PAPER MANUFAC~TURER AND OF MANUFACTURER'S OF PRODUCTS TO COVER B[UILDING PAPER COMPLY WITH APPLICABLE CODE REQU~REMEh~ITS. 1, JOINTS WEATHERLAP JOINTS MINIMUM 2". 2. BUILDING PAPER: PROVIDE T~NO LAYERS BUNLDING PAPER UNDERLAYMENT 3. SHEET MEMBRANE: PROVIDE ONE LAYER SHIEET MEMBRANE UNDERLAYMENT. 4. SECURE UNDERLAYMENT IN PLACE, STAGGER JOINTS BETWEEN LAYERS, LAP ENDS MINIMUM 6", STAGGER END~ JOINTS, 5. APPLY LAYER OF SHEET. MEMBRANE UNDER[LAYMENT, EXTENDING MINIMUM 16" FROM PENETRATIONS, INCLUDING WINDOWS AND DOORS. START AT BOTTOM OF PENETRATION AND WEATHERLAP JOINTS, APPLY TOP LAYER OVER METAL FLASHING TO DIRECT WATER TO EXTERIOR. N, CAULKING - ALL EXTERIOR SADDLES AND SIILLS, WINDOW AND DOOR FRAMES, AND ELSEWHERE AS INDICATED AND/OR REQUIRED SHALL BE CAULKED BY AN EXPERIENCED APPLICATOR WITH NON-STAINING ELASTOMERIC TYPE SEAl-ANT, COLORED TO MATCH ADJACENT FINISHES O. APPLY LAP CEMENT ON BUILDING PAPER UhqDERLAYMENT STARTER STRIP. P. WEATHERLAP ITEMS PROJECTING THROUGH UNDERLAYMENTS AND SEAL. END OF SECTION SECTION 07200 - INSULATION A. PROVIDE THERMAL BATT INSULATION WITH INTEGRAL VAPOR RETARDER AND ACCESSORIES AS REQUIRED IFOR COMPLETE INSTALLATION B, PRODUCT DATE FURNISH MANUFACTURER'S LITERATURE FOR EACH TYPE OF INSULATION 1, SUBMIT UNDERWRITER'S LABORATORY APPROVAL NUMBERS FOR REQUIRED FIRE RATINGS AND APPROVALS OF OTHER LABORATORIES CONTINGENT UPON ACCEPTANCE OF APPLICABLE AUTHORITIES, C THERMAL BA~F INSULATION: PREFORMED SLAG MINERAL OR GLASS FIBER WITH THERMOSETTING RESIN BINDERS CONFORMING TO ASTM C665. I ACCEPTABLE MANUFACTURERS: USG INTERIORS, INCJTHERMAFIBER PS25 INSULATION, JOHNS MANVILLE/FSK-25THERMAL-SRIELD INSULATION, OWINGS-CORNING FIBERGLAS CORP/FIBERGLAS FS-25 INSULATION, 2. R.-VALUE: MINIMUM R-19 UNLESS OTHERWISE INDICATED, 3, FLAME SPREAD/SMOKE DENSITY RATING' MAXIMUM 25/400, ASTM E84. 4. VAPOR RETARDERS TYPE Ill, ALUMINUM VAPOR RETARDER ON ONE SIDE. D, PENETRATION TYPE INSULATION SUPPORTS: GALVANIZED OR ELECTROPLATED STEEL PENETRATION SUPPORTS WITH ADHESIVE ATTACHMENT TO SUBSTRATE AND SUPPORT DISC. E. VAPOR RETARDER TAPE: MINIMUM 2" WIDE SELF-ADHERING TYPE DESIGNED TO MAINTAIN VAPOR RETARDER INTEGRITY AND COMPLYING WITH FIRE RESISTANCE RATINGS AS REQUIRED BY APPLICABLE CODES. F. ACCESSORIES: FURNISH AS RECOMMENDED BY INSULATION MANUFACTURER FOR INSULATION TYPES, SUBSTRATES, AND CONDITIONS INVOLVED, G, VERIFY SUBSTRATE AND ADJACENT MATERIALS ARE DRY AND READY TO RECEIVE INSULATION, BEGINNING INSTALLATION SIGNIFIES ACCEPTANCE OF CONDITIONS. R, ENSURE MECHANICAL AND ELECTRICAL ITEMS AFFECTING WORK ARE PROPERLY PLACED, COMPLETE, AND HAVE BEEN INSPECTED BY ARCHITECT PRIOR T.O COMMENCEMENT OF INSTALLATION, I, INSTALL INSULATION IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS J, CUT AND TRIM INSULATION NEATLY, TO FIT SPACES. 1, BACKED INSULATION: USE INSULATION FREE OF RIPPED BACKS AND EDGES, K, FIT INSULATION TIGHT WITHIN SPACES AND TIGHT TO AND BEHIND MECHANICAL AND ELECTRICAL SERVICES WITHIN INSULATION PLANE LEAVE NO GAPE OR VOIDS. MAINTAIN INTEGRITY OF THERMAL BARRIER L. FRICTION FIT, IN PLACES, USE TAPE OR PENETRATION SUPPORTS AS NECESSARY TO ASSURE PERMANENT INSTALLATION, 1, TAPING: TEARS IN VAPOR BARRIER. 2 PENETRATION SUPPORTS, CUT OR BEND PINS IN LOCATIONS ACCESSIBLE TO MAINTENANCE PERSONNEL TO ELIMINATE POTENTIAL HAZARDS FROM EXPOSED PIN POINTS, END OF SECTION SECTION 07900 - JOINT SEALERS A. PROVIDE INTERIOR JOINT SEALERS AND BACKING MATERIALS WITH ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION B, SUBMITTALS: SUBMIT MANUFACTURER'S DESCRIPTIVE LITERATURE AND SAMPLES OF MILDEW-RESISTANT SILICONE SEALANT, C, SINGLE COMPONENT LOW MODULUS SILICONE SEALANT. ASTM C920 TYPE S, CLASS 25, GRADE NS MINIMUM 50% EXPANSION AND COMPACTION CAPABILITY. GE/SILPRUF, SILGLAZ OR GESIL, DOW/790 OR 795, 1. PROVIDE AT EXTERIOR LOCATIONS NOT EXPOSED TO TRAFFIC 2 COLOR: MATCH ADJACENT SEALANT COLOR. D. MILDEW-RESISTANT SILICONE RUBDER SEALANT. ASTM C920, TYPE S, GRADE NS, CLASS 25, COMPOUNDED SPECIFICALLY FOR MILDEW RESISTANCE. G.E./SANITARY SEALANT, DOW/BATHTUB CAULK. PROVIDE AT. INTERIOR JOINTS IN WET AREAS E ACRYLIC-EMULSION SEALANT ASTM C834 ACRYLIC OR LATEX-RUBBER-MODiFIED ACRYLIC SEALANT, PERMANENTLY FLEXIBLE, NON-STAINING AND NON-SLEEDING. PECORA/AC-20, SONNEBORN/SONOLAC, TREMCO/ACYLIC LATEX, 1. PROVIDE AT GENERAL INTERIOR AREAS F. PRiMERS/SEALERS' NON-STAINING TYPES RECOMMENDED BY JOINT. SEALER MANUFACTURER FOR JOINT SURFACES TO BE PRIMED OR SEALED, G. SEALANT. BACKER ROD: COMPRESSIBLE POLYETHYLENE FOAM ROD OR OTHER FLEXIBLE, PERMANENT, DURABLE NONABSORPTIVE MATERIAL AS RECOMMENDED BY JOINT. SEALER MANUFACTURER FOR COMPATiBILiTY WITH JOINT SEALER. 1. OVERSIZE BACKER ROD MINIMUM 30% TO 50% OF JOINT OPENING H. INSTALLATIONS: COMPLY WITH ASTM C962, C790, AND MANUFACTURER'S PRINTED INSTRUCTIONS EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE SHOWN OR SPECIFIED 1 FILL SEALANT JOINT TO A SLIGHTLY CONCAVE SURFACE, MAINTAIN FINISHED JOINTS FREE OF EMBEDDED MATTER, RIDGES AND SAGS. END OF SECTION MICHAEL NEUMANN ARCHITECTURE LLC 127 WEST 24TH STREET 7TH FLOOR NEWYORK CITY 10011 WWW. MNARCH.COM T 212.675.2280 F 212.670.2287 PROJECT. 2650 NASSAU POINT ROAD CUTCHOGUE, NY 11935 PERMIT SUBMITTAL NOV 4, 2010 BID SET NOV 2, 2010 DRAWING TITLE GENERAL NOTES SEAL & SIGNATURE: PROJECTNUMBER: 6006 DRAWN BY: JR CHECKEDBY' MN FILENAME: PAGE: A-003 GENERAL NOTES SECTION 08100 - METAL DOORS AND FRAMES A PROVIDE FULL FLUSH STEEL DOORS AND PRESSED STEEL FRAMES, INCLUDING ANCHORS AND SILENCES, 1. PROVIDE CUSTOM ENTRY DOOR B. SUBMITTALS, SUBMIT SHOP DRAWINGS AND PRODUCT DATA, C ACCEPTABLE MANUFACTURERS PER DOOR SCHEDULE D. DOORS~ HOLLOW METAL FLUSH TYPE, 1-3/4' THICK. SDI TYPE 01 EXTRA HEAVY DUTY, NAAMM 16 GAGE 1. TYPICAL: CONFORM TO SDI FULL FLUSH MODEL 1, CLOSE TOP WITH FLUSH END CLOSER TREATMENT, BOTTOM OPTIONAL FLUSH OR RECESSED CHANNEL. STEEL STIFFENED CORE. 2. OPTIONS CONFORM TO NAAMM FULL FLUSH WITH UNFILLED EDGE SEAMS TYPE B. CLOSE TOP WITH FLUSH END CLOSER TREATMENT, BOTTOM OPTIONAL. STEEL STIFFENED CORE. E FRAMES. CONFORM TO SDI-IO0 AND NAAMM HOLLOW METAL MANUAL. Y-"NOCK-DOWN TYPE- MINIMUM 16 GAGE, 1. DOOR SILENCERS: MANUFACTURER'S STANDARD RESILIENT TYPE - REMOVABLE FOR REPLACEMENT. F. FAERICATION. CONFORM TO REQUIREMENTS OF SDI OR NAAMM. REINFORCE AND PREPARE DOORS AND FRAMES TO RECEIVE HARDWARE. PROVIDE JAMB ANCHORS PER SDI-100 AND NAAMM: WELD FLOOR JAMB ANCHORS IN PLACE. G, FINISH' SHOP PRIME PRIMER COMPATIBLE WITH FINISH COATINGS SPECIFIED IN SECTION 00900 -PAINTING. H. INSTALLATION: INSTALL DOORS AND FRAMES IN ACCORDANCE WITH SDI-IO0 OR NAAMM. INSTALL PLUMB AND SQUARE, AND WITH MAXIMUM DIAGONAL DISTORTION OF 1/16". END OF SECTION SECTION 08210 - WOOD DOORS A. PROVIDE CUSTOM PLYWOOD FITTING ROOM DOORS, AND PANELED HOLLOW CORE WOOD DOORS. REFER TO DRAWINGS. B. SUBMITTALS' SUBMIT SHOP DRAWINGS FOR CUSTOM DOORS, MANUFACTURER'S LITERATURE FOR STANDARD DOORS, AND EACH TYPE OF DOOR VENEER SAMPLES, C. WARRANTY PROVIDE FOR REPLACING, RE-HANGING AND REFINISHING WOOD DOORS EXHIBITING DEFECTS IN MATERIALS OR WORKMANSHIP INCLUDING WARP AND DELAMINATION WITHIN TWO YEARS. 1. IN ADDITION TO AWl, CONFORM WITH NWWDA 1 ,S.6 REQUIREMENTS. WHERE CONFLICTS OCCUR COMPLY WITH MOST RESTRICTIVE STANDARD. D. HOLLOW CORE WOOD DOORS: AWl/PREMIUM GRADE, 1-3/4' THICK WOOD FRAMED GLUED BLOCK OR PARTICLEBOARD CORE FIVE PLY CONSTRUCTION. REFER TO DOOR SCHEDULE FOR INFORMATION. F. VENEERS: AWl/PREMIUM GRADE VENUES. MINIMUM 1/30" (0,033" THICK) BEFORE SANDING STILE EDGES TO MATCH FACE VENEER, 1. OPAQUE PAINTED DOORS. PER DOOR SCHEDULE 2, TRANSPARENT FINISHED DOOR - PER DOOR SCHEDULE, G FABRICATION: PREFIT WOOD DOORS. SHOP PREPARE DOORS TO RECEIVE HARDWARE, REFER TO SECTION 08700 FOR HARDWARE REQUIREMENTS AND TEMPLATES. FACTORY MACHINE DOORS FOR MORTISE HARDWARE. H. INSTALL WOOD DOORS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS, AND REFERENCE STANDARDS, PLUMB AND SQUARE, AND WITH MAXIMUM DIAGONAL DISTORTION OF 1/16", 1, COORDINATE HARDWARE INSTALLATION WITH REQUIREMENTS OF SECTION 08700 -HARDWARE. 2 RE-HANG OR REPLACE DOORS WHICH DO NOT SWING OR OPERATE FREELY, END OF SECTION SECTION 08305 · ACCESS DOORS A PROVIDE ACCESS DOORS AND PANELS AS REQUIRED FOR ACCESS TO CONTROLS AND VALVES BEHIND FINISHED SURFACES. COORDINATE WITH VARIOUS TRADES FOR CONTROLS AND VALVES WHICH MAY BE CONCEALED. 1. PROJECT REQUIRES USE OF BOTH STANDARD METAL ACCESS DOORS AND OF GLASS FIBER REINFORCED GYPSUM CUSTOM CALLING ACCESS PANELS, B. SUBMITTALS. FURNISH MANUFACTURER'S LITERATURE. C METAL ACCESS DOORS' ASSEMBLIES CONSISTING OF AN INTEGRAL UNIT COMPLETE AND READY FOR INSTALLATION REFER TO DRAWINGS FOR INFORMARON 1 FRAMES: FABRICATE FROM MINIMUM 16 GAUGE. 2. DOORS. FABRICATE FROM MINIMUM 14 GAGE STEEL. CONTINUOUS PIANO-TYPE HINGE MANUFACTURER'S FACTORY-APPLIED ENAMEL PRIME COAT APPLIED OVER PHOSPHATE COATING ON STEEL. CAM TYPE LATCHING DEVICE. D CEILING ACCESS PANELS: REFERTO DRAWINGS FOR INFORMATION 1 SHELL THICKNESS 1/8" TO 3/16". 2. FLAME SPREAD/SMOKE INDEX: O/O IN ACCORDANCE WITH ASTM E84. 3. SIZES: AS INDICATED, AS DIRECTED BY ARCHITECT WHERE NOT INDICATED. E. INSTALLATION COMPLY WITH MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION OF ACCESS DOORS 1 SET FRAMES ACCURATELY IN POSITION AND SECURELY ATTACH TO SUPPORTS WITH FACE PANELS PLUMB OR LEVEL IN RELATION TO ADJACENT FINISH SURFACES 2 TAPE AND FINISH GLASS FIBER REINFORCED GYPSUM CALLING PANELS USING GYPSUM ASSOCIATION LEVEL 4 FINISH IN ACCORDANCE WITH REQUIREMENTS SPECIFIED IN SECTION 09260. END OF SECTION SECTION 08700 - HARDWARE A PROVIDE HARDWARE FOR WOOD DOORS AND HOLLOW METAL DOORS 1 CASEWORK HARDWARE IS SPECIFIED IN SECTION 06400 B, SUBMITTALS SUBMIT CATALOG CUTS OR SHOP DRAWINGS FOR EACH TYPE OF HARDWARE. 1~ TEMPLATES. FURNISH TEMPLATES OR PHYSICAL HARDWARE ITEMS TO MANUFACTURERS CONCERNED. C. HARDWARE. PROVIDE TYPES AS INDICATED ON DRAWINGS AND AS REQUIRED FOR COMPLETE INSTALLATION AS INDICATED. COMPLY WITH APPLICABLE CODES AND WITH ADA.AG REQUIREMENTS FOR ACCESS FOR PERSONS WITH DISABILITIES. D. FASTENERS, FURNISH AS RECOMMENDED BY MANUFACTURER AND AS REQUIRED TO INSTALL HARDWARE SECURELY. MATCH HARDWARE FINISH, E THROUGH BOLTS: THROUGH BOLTS AND GROMMET NUTS SHALL NOT BE PERMITTED F. PREPARATION: FiT HARDWARE PRIOR TO PAINTING, THEN REMOVE FOR PAINTING OF DOORS AND FRAMES BEFORE FINAL INSTALLATION OF HARDWARE G ~NSTALLATION: INSTALL HARDWARE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND BMMA STANDARDS END OF SECTION SECTION 08800 - GLAZING A. PROVIDE GLASS AND FRAMELESS MIRRORS, INCLUDING MIRRORS ON DOORS, AND INCLUDING ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. B. SUBMITTALS' FURNISH LITERATURE AND SAMPLES FOR CASEWORK GLASS AND FOR FRAMELESS MIRRORS. C, WARRANTY: REPLACE MIRRORS WHICH EXHIBIT ANY SIGNS OF DELIVERING OR DISTORTION WITHIN TWO YEARS. D FLOAT GLASS' SELECT GLAZING QUALITY, CLEAR GLASS, MEETING ASTM C1036 MiNiMUM THICKNESS 1/4"~ PROVIDE FLOAT GLASS UNLESS OTHERWISE INDICATED. E. TEMPERED GLASS' SELECT GLAZING QUALITY, CLEAR GLASS, MEETING ASTM C1048, KIND FT, FULLY TEMPERED SAFETY GLASS. MINIMUM THICKNESS 3/8". PROVIDE AT DOORS AND WHERE REQUIRED BY APPLICABLE CODES 1. PROVIDE TEMPERED PP6/STARPHIRE GLASS AT CASEWORK AND DISPLAYS WHERE SAFETY GLASS ~S REQUIRED. F DECORATIVE GLASS; NOT USED G, MIRRORS. MIRROR QUALITY Q1 OR Q2, CLEAR FLOAT GLASS, 1/4" THICK, FULL SILVER COATING, COPPER COATING AND ORGANIC COATING. DETAILS AS PER DRAWINGS 1 MIRROR ATTACHMENT: AS PER DRAWINGS. H. INSTALLATION: COMPLY WITH GANA GLAZING MANUAL AND GLAZING SEALING SYSTEMS MANUAL AND GLASS OR GLAZING MANUFACTURER INSTRUCTIONS, DO NOT ALLOW GLASS TO TOUCH METAL SURFACES. I MIRROR ATTACHMENT: ATTACH MIRRORS IN ACCORDANCE WITH MIRROR MANUFACTURER'S RECOMMENDATIONS AND TO PROVIDE VENTILATION TO COATING. SET OR TRIM FELT TO FACE OF MIRROR END OF SECTION SECTION 09260 · GYPSUM BOARD SYSTEMS A PROVIDE METAL FRAMING FOR GYPSUM BOARD AND PLASTER, GYPSUM BOARD INCLUDING RELATED ACCESSORIES, ACOUSTICAL INSULATION AND JOINT TREATMENT. B. SUBMITTALS. FURNISH MANUFACTURER'S LITERATURE, C. STANDARDS: COMPLY WITH ASTM C764 AND ASTM C840. D. SYSTEM' PROVIDE PRODUCTS MANUFACTURED BY OR RECOMMENDED BY MANUFACTURER OF GYPSUM BOARD TO MAINTAIN SINGLE-SOURCE RESPONSIBILITY FOR SYSTEM. E. ACCEPTABLE MANUFACTURERS. U.S. GYPSUM, DOMTAR, OR GOLD BOND F. BRACING MATERIALS' GAGES AS RECOMMENDED BY MANUFACTURER FOR SPANS AND LOADS INDICATED; SCREW-TYPE CEE-SHAPEG STUDS. G. GYPSUM BOARD. ASTM C36, TYPE X MAXIMUM PERMISSIBLE LENGTHS. ENDS SQUARE CUT, TAPERED EDGES ON SOARDS TO BE FINISHED. FIRE RATED GYPSUM BOARD. ASTM C588 VENEER BASE AT VENEER PLASTER. H GYPSUM BOARD ACCESSORIES. PROVIDE PROTECTIVE COATED STEEL CORNER BEADS AND EDGE TRIM. TYPE DESIGNED TO BE CONCEALED IN FINISHED CONSTRUCTION BY TAPE AND JOINT COMPOUND I, ACOUSTICAL ACCESSORIES PREFORMED MINERAL WOOL, ASTM C665 TYPE 1,FRICTION FIT TYPE WITHOUT INTEGRAL VAPOR BARRIER, AS REQUIRED TO FILL CAVITY. ASTM C919 ACOUSTICAL SEALANT RECOMMENDED BY SYSTEM MANUFACTURER. J. METAL FRAMING INSTALLATION: ERECT METAL FRAMING IN ACCORDANCE WITH ASTM C754 AND MANUFACTURER'S RECOMMENDATIONS. TRUE TO LINES AND LEVELS TO PROVIDE SURFACE FLATNESS WITH MAXIMUM VARIATION Of 1/6" IN 10'-0". K. GYPSUM BOARD INSTALLATION' COMPLY WITH ASTM C840 AND MANUFACTURER'S RECOMMENDATION, USE SCREWS WHEN FASTENING GYPSUM BOARD TO METAL FURRING OR FRAMING. L CONTROL JOINTS: PLACE CONTROL JOINTS TO BE CONSISTENT WITH LINES OF BUILDING SPACES AND AS DIRECTED BY ARCHITECT. PLACE WHERE SYSTEM ABUTS DISSIMILAR MATERIALS. M. ACOUSTICAL SYSTEMS. PLACE WHERE iNDICATED, TIGHT WITHIN SPACES, AROUND AND BEHIND ELECTRICAL ITEMS WITHIN PARTITIONS AND TIGHT TO ITEMS PASSING THROUGH PARTITIONS. N. FINISHING: 1 GYPSUM ASSOCIATION LEVEL 4, THREE COAT FINISHING AND SANDING IS REQUIRED WHERE INDICATED. PROVIDE FLUSH, SMOOTH JOINTS AND SURFACES READY FOR APPLIED PAINT OR WALLCOVERING FINISHES. 2 GYPSUM ASSOCIATION LEVEL 5, FULL SKiM COAT OVER THREE COAT FINISHING AND SANDING IS REQUIRED WHERE INDICATED PROVIDE FLUSH, SMOOTH JOINTS AND SURFACES READY FOR APPLIED PAINT, FINISHES, END QF SECTION SECTION 09310 - CERAMIC TILE A. PROVIDE CERAMIC TILE FLOORING AND ACCESSORIES AS REQUIRED FOR COMPLETE iNSTALLATION. B. SUBMITTALS, PROVIDE PRODUCT LITERATURE AND SAMPLES. END OF SECTION SECTION 09510 - ACOUSTICAL CEILINGS A PROVIDE ACOUSTICAL CEILING SYSTEM WITH SUSPENDED METAL GRID SYSTEM INCLUDING TRIM. B. FIRE PERFORMANCE CHARACTERISTICS: PROVIDE PRODUCTS LISTED BY UNDERWRITERS LABORATORIES (UL)WITH MAXIMUM 25 FLAME SPREAD AND MAXIMUM 25 SMOKE GENERATION, ASTM E84. C, SUBMITTALS. SUBMIT SHOP DRAWINGS INDICATING GRID LAYOUT, SEISMIC BRACING, PRODUCT DATA, AND SAMPLES. D. SITE CONDITIONS: DO NOT INSTALL CEILINGS UNTIL BUILDING IS ENCLOSED, SUFFICIENT HEAT IS PROVIDED, DUST GENERATING ACTIVITIES HAVE TERMINATED AND OVERHEAD MECHANICAL WORK IS COMPLETED, TESTED AND APPROVED. E, SUSPENSION SYSTEM. COMPLY WITH ASTM C635, AS APPLICABLE TO TYPE OF SUSPENSION SYSTEM REQUIRED FOR TYPE OF CEILING UNITS INDICATED, CHICAGO METALLIC OF USG-DONIN SYSTEM. WHITE BAKED ENAMEL FINISH. 1 GRID SYSTEM: DIRECT HUNG, ALUMINUM OR STEEL "T' EXPOSED GRiD SYSTEM, INTERMEDIATE-DUTY SYSTEM. 2. EDGE HOLDING: MANUFACTURER'S STANDARD ANGLE MOLDING FOR EDG'ES AND PENETRATIONS OF CEILING, WITH SINGLE FLANGE OF MOLDING EXPOSED. 3. MAXIMUM ALLOWABLE DEFLECTION: L/360. 4. SEISMI'C BRACING: PROVIDE CODE REQUIRED BRACING, INCLUDINIG COMPRESSION STRUTS, DESIGNED TO MEET APPLICABLE LOAD STANDARDS F ACOUSTICAL PANELS, 2' BY 2' AND 2' BY 4' AS NOTED PER FINISH SCHEDULE, TYPE AS SELECTED BY ARCHITECT. ARMSTRONG, USG OR CELOTEX, G. PREPARATION: FURNISH LAYOUTS FOR INSERTS, CLIPS AND OTHER SIUPPORTS REQUIRED TO BE INSTALLED BY OTHER TRADES FOR SUPIPORT OF ACOUSTICAL CEILINGS. 1, MEASUJRE CEILING AREA AND ESTABLISH LAYOUT OF ACOUSTIICAL UNIT TO BALANCE BORDER WIDTHS AT OPPOSITE EDGES OIF EACH CEILING, DO NOT USE LESS THAN HALF WIDTH UNITS AT' BORDERS. H, INSTALL ACOUSTICAL CEILING SYSTEMS IN ACCORDANCE WITH MANUFACTURER"S RECOMMENDATIONS AND ASTM C636 TRUE TO LINES AMD LEVELS AND FREE FROM WARPED, SOILED OR DAMAGED GRID OR ACOUSTICAL UNITS. 1. PROVIDE EDGE MOLDINGS AT JUNCTIONS WITH OTHER CEILING END OF SECTION SECTION109560 · WOOD PLANK FLOORING A. PROV[IDE WOOD FLOORING OVER PLYWOOD BASE, INCLUDING DIVIDER STRIPS TO ADJACENT FLOOR FINISH AND WOOD FLOOR FINISH. B. SUBMITTALS. FURNISH MANUFACTURER'S LITERATURE AND SAMPLES OF WOOD PLANK FLOORING INDICATING WIDTHS AND LENGTHS, ~NCLUDING FINISH. C. MOCK-UP: PROVIDE MINIMUM 50 SQ. FT. MOCK-UP OF WOOD STRIP FL~OOR~NG FOR APPROVAL' APPROVED MOCK-UP MAY BE USED IN tCOMPLETED CONSTRUCTION. D. WOOE~ STRIP FLOORING: PER FINISH SCHEDULE. 1, LENGTHSAtt/IDTHS. PER FINISH SCHEDULE.. E PLYWOOD: EXTERIOR GRADE SUBFLOQR SHEATHING COMPLYING WITH NOFMA RECOMMENDATIONS. F. PREP,ARATION, CLEAN SUBSTRATE SURFACE AND ENSURE FLOOR S;URFACE IS SMOOTH AND FLAT TO PLUS OR MINUS 1/6" PER 10'-G~~', FREE OF OIL, GREASE, DUST, AND FOREIGN SUBSTAINCE, TAKE CARE NOT TO DAMAGE WATERPROOFING. G. USE L~ATEX CEMENTIT[OUS FILLER AS REQUIRED TO ACHIEVE SPECIFIED FLATNESS TOLERANCE. H. APPLY~ MINIMUM 10 MIL POLYETHYLENE FILM VAPOR RETARDER WiTH JOIINTS LAPPED MINIMUM 4" AND TAPED TO PROVIDE VAPOR SEAL. (NIOTE TO ARCHITECT. AS REQUIRED BY SITE CONDITIONS) I, INSTAULATION: INSTALL SYSTEM TO PREPARED SUBFLOOR IN ACCORDIANCE WITH NOFMA PRINTED INSTRUCTIONS ENSURE JOINTS OF FLOORING ARE IN LINE, LAY FLOORING RANDOM PATTERiN, 1. SUBFL~OOR; FASTEN WITH TAPCON CONCRETE FASTENERS AND GLUE DC)WN WITH CONSTRUCTION ADHESIVE. (NOTE TO ARCHITECT: OMIT ADHESIVE IF USING VAPOR BARRIER) 2 FINISHI FLOOR; BLIND NAil WITH TIGHT JOINTS. 3 PROVIIDE DIVIDER STRIPS AT CENTERLINE OF DOOR OPENINGS AND WHIERE FLOORING TERMINATES WITH TILE OR OTHER FLOOR FINISHES PROVIDE EXPANSION SPACE AT WALLS AND OBSTRUICTIONS 4. USE FIILLER COMPOUND FOR HOLES - AS RECOMMENDED BY THE FLOORIMG MANUFACTURER. J. FIN[SHIING. FINISH FLOORING IN ACCORDANCE WiTH NOFMA RECOMMENDATIONS AND AS REQUIRED TO ACHIEVE DESIRED APPEARANCE PER ARCHITECT'S AND OWNER'S DIRECTION. MATCH APPROVED SAMPLE FINISH, K. PROTECTION: PROVIDE PROTECTION OF FLOORS DURING CONSTRUCTION, END OF SECTION SECTION 09660 RESILIENT TILE FLOORING A. PROVIDE RESILIENT THE FLOORING AND RESILIENT BASE WITH ACCESSORIES FOR COMPLETE FINISHED FLOOR INSTALLATION. B. SUBMITTALS: PROVIDE PRODUCT LITERATURE AND SAMPLES. C. SITE CONDITIONS: ENSURE CEMENT FLOORS ARE DRY (MAXIMUM 1 PERCENT MOISTURE CONTENT) AND EXHIBIT NEGATIVE ALKAUNITY, CARBONIZING AND DUSTING. D. ACCEPTABLE MANUFACTURERS: ARMSTRONG, AZROCK, OR GAF, E, RESILIENTTILES, PER FINISH SCHEDULE. F. RESILIENT BASE PER FINISH SCHEDULE, G EDGE STRIPS HOMOGENOUS VINYL OR RUBBER, TAPERED OR BULLNOSE EDGE, COLOR AS SELECTED BY ARCHITECT. H SUBFLOOR FILLER: WHITE PREMIXED LATEX-CEMENT PASTE, I. PRIMERS AND ADHESIVES: TYPES RECOMMENDED BY FLOORING MANUFACTURER FOR SPECIFIED MATERIAL AND APPLICATION. J SEALER AND WAX: TYPE RECOMMENDED BY FLOORING MANUFACTURER FOR MATERIAL TYPE AND LOCATION K PREPARATION REMOVE SUBFLOOR RIDGES AND BUMPS FILL LOW SPOTS, CRACKS, JOINTS, HOLES AND DEFECTS WITH SUBFLOOR FILLER. CLEAN AND SEAL FLOOR L FLOORING INSTALLATION: SPREAD CEMENT EVENLY TO ENSURE ADHESION OVER ENTIRE AREA OF INSTALLATION. SPREAD ONLY ENOUGH ADHESIVE TO PERMIT INSTALLATION OF FLOORING BEFORE INITIAL SET. 1. SET FLOORING IN PLACE AND PRESS WiTH HEAVY ROLLER TO ENSURE FULL ADHESION. M. BASE INSTALLATION. APPLY TO WALLS, COLUMNS, PILASTERS, CASEWORK, AND OTHER PERMANENT FIXTURES IN ROOMS AND AREAS WHERE BASE TO REQUIRED. END OF SECTION SECTION 09900 - PAINTING (SEE ATTACHED PAINT SCHEDULE) A. PAINT AND FINISH EXPOSED ITEMS AND SURFACES NOT INDICATED TO BE PREFINISHED. PRIMING AND COATS OF PAINT ARE IN ADDITION TO SHOP-PRIMiNG AND SURFACE TREATMENT SPECIFIED UNDER OTHER SECTIONS OF WORK B, PRODUCT DATA: MANUFACTURER'S TECHNICAL INFORMATION, INCLUDING PAINT LABEL ANALYSIS AND APPLICATION INSTRUCTIONS FOR EACH MATERIAL. C SAMPLES. SUBMIT SAMPLES FOR REVIEW OF COLOR AND TEXTURE, PROVIDE LIST OF MATERIAL AND APPLICATION FOR EACH COAT OF EACH FINISH SAMPLE, 1 DUPLICATE PAINTED FINISHES OF APPROVED SAMPLES ON ACTUAL WALL SURFACES AND COMPONENTS FOR APPROVAL PRIOR TO COMMENCING WORK. MINIMUM 100 SQ. FT., LOCATED WHERE APPROVED. D SiTE CONDITIONS: DO NOT APPLY PAINT WHEN RELATIVE HUMIDITY EXCEEDS 85% OR TO DAMP OR WET SURFACES. E. ACCEPTABLE MANUFACTURERS: AS INDICATED ON FINISH SCHEDULE. IF NOT INDICATED, BENJAMIN MOORE, DUNN-EDWARDS, FULLER-O'BRIEN, GLIDDEN, PPG, SINCLAir, OR SHERWIN-WILLIAMS F. PAINTS, COLORS AND FINISHES', PURE, NON-FADING, APPLICABLE TYPES TO SUIT SU BSTRATES AND SERVICE INDICATED, NO LEAD CONTENT PERMITTED, BASED ON TOTAL DRY-FILM OF PAINT BY WEIGHT, G, PREPARATION AND CLEANING: CONFORM WITH PAINT MANUFACTURER'S INSTRUCTIONS REMOVE HARDWARE, ACCESSORIES, AND ITEMS IN PLACE AND NOT TO BE PAINTED, OR PROVIDE PROTECTION, AFTER PAINTING REINSTALL ITEMS, H. CEMENTITIOUS MATERIALS' PREPARE BY REMOVING EFFLORESCENCE, CHALK, DIRT, GREASE, OILS, ETC,, BY ROUGHENING AS REQUIRED TO REMOVE GLAZE. 1 DETERMINE ALKALINITY AND MOISTURE CONTENT OF SURFACES TO BE PAINTED, IF SURFACES ARE FOUND TO BE SUFFICIENTLY ALKALINE TO CAUSE BLISTERING AND BURNING OF FINISH PAINT, NEUTRALIZE BEFORE PAINTING. I. WOOD: CLEAN WOOD SURFACES OF DIRT, OIL, OR OTHER FOREIGN SUBSTANCES~ SANDPAPER SMOOTH SURFACES EXPOSED TO VIEW, AND DUST OFF. J FERROUS METALS' CLEAN SURFACES NOT SHOP-COATED OF ALL, DIRT, LOOSE MILL SCALE AND OTHER FOREIGN SUBSTANCES BY SOLVENT OR MECHANICAL CLEANING. CLEAN GALVANIZED SURFACE USING NON-PETROLEUM BASED SOLVENT. K. MiX AND APPLY PAINT iN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS, USE APPLICATORS AND TECHNIQUES BEST SUITED FOR SUBSTRATE AND TYPE OF MATERIAL BEING APPLIED L MINIMUM COATING THICKNESS' APPLY MATERIALS AT NOT LESS THAN MANUFACTURER'S RECOMMENDED SPREADING RATE TO ESTABLISH A TOTAL DRY FILM THICKNESS AS RECOMMENDED BY COATING MANUFACTURER M. PRIME COATS: APPLY TO ITEMS NOT PREVIOUSLY PRIMED RECOATE PRIMED AND SEALED SURFACES WHERE THERE IS EVIDENCE OF SUCTION SPOTS OR UNSEALED AREAS IN FIRST COAT. N. FINISH COATS' PROVIDE EVEN TEXTURE, LEAVE NO LAPS, IRREGULARITY IN TEXTURE, SKID MARKS, OR OTHER SURFACE IMPERFECTIONS 1. FINISHES' PROVIDE UNIFORM FINISH, COLOR AND COVERAGE, CLOUDINESS, SPOTTING, HOLIDAYS, RUNS, SAGE, ROPINESS OR OTHER SURFACE IMPERFECTIONS ARE NOT ACCEPTABLE. O, COMPLETED WORK: MATCH APPROVED SAMPLES FOR COLOR, TEXTURE AND COVERAGE. REMOVE, REFINISH OR REPAINT WORK NOT ACCEPTED. P. PAINTING SCHEDULE' PROVIDE FOLLOWING PAINT SYSTEMS, MINIMUM COATINGS SPECIFIED, APPLY ADDITIONAL COATS WHEN STAINS OR BLEMISHES SHOW THROUGH FINAL COAT, UNTIL PAINT IS A UNIFORM FINISH, COLOR AND APPEARANCE 1, GYPSUM BOARD AND INTERIOR PLASTER SYSTEMS. PER FINISH SCHEDULE. 2. OPAQUE FINISHED WOOD' PER FINISH SCHEDULE. 3. STAINED FINISHED WOOD: PER FINISH SCHEDULE. 4. METAL: PER FINISH SCHEDULE 5. WOOD FLOORS FINISHED UNDER SECTION 09580 - WOOD STRIP FLOORING. END OF SECTION SECTION 10522 - FIRE EXTINGUISHERS, CABINETS AND ACCESSORIES A. WORK INCLUDED 1. FIRE EXTINGUISHERS~ 2 CABINETS 3 ACCESSORIES. B, RELATED WORK' 1 SECTION 09900 - FIELD PAINTING. 2 SECTION 15375 - STANDPIPE AND HOSE SYSTEMS. C. REFERENCES. 1. NFPA 10 - PORTABLE FIRE EXTINGUISHERS. 2. ADA ACCESSIBILITY GUIDELINES. D QUALITY ASSURANCE: 1. CONFORM TO NPPA 10 REQUIREMENT FOR PORTABLE FIRE EXTINGUISHERS. 2. PROVIDE FIRE EXTINGUISHERS, CABINETS, AND ACCESSORIES BY SINGLE MANUFACTURER. E. SUBMITTALS: 1. SUBMIT BROCHURE AND PRODUCT DATA IN COMPLIANCE WITH SECTION 01340. F. ACCEPTABLE MANUFACTURERS: 1. WHERE SHOWN ON THE DRAWINGS, PROVIDE FIRE EXTINGUISHERS, CABINETS, ACCESSORIES MANUFACTURED BY LARSEN~S MANUFACTURING CO. 7421 COMMERCE LANE N.E., MINNEAPOLIS, MN 55432 (612) 571-1181. G FIRE EXTINGUISHERS 1. WATER TYPE: LARSEN'S PW SERIES. 2. DRY CHEMICAL TYPE' LARS£N'S MP-5 WITH U/L RATING 4A-60BC 3 CARBON DIOXIDE TYPE: LARSON'S CD SERIES. H. FiRE EXTINGUISHER CABINETS: 1. WHERE INDICATED ON DRAWINGS, PROVIDE LARSEN'S ARCHITECTURAL SERIES, MODEL NUMBER AL FS 2409-R2 WITH SOLID DOOR "WHITE'~ WITH BLACK LETTERING FINISH. DOOR TO BE FABRICATED FROM ALUMINUM. 2. PROVIDE CABINETS WITH FIRE-RATED OPTION, iF APPLICABLE. LANDLORD NOTES I TENANT'S GENERAL CONTRACTOR IS TO CHECK-IN WITH THE OPERATING MANAGER PRIOR TO WORK START 2. TENANT CONTRACTOR SHALL PERFORM FIRST CLASS WORKMANSHIP ACCEPTANCE CONTINGENT UPON LANDLORD APPROVAL 3. FIRE PROTECTION PLANS MUST BE ENGINEERED ND WET-SEALED BY A LICENSED, REGISTERED FIRE PROTECTION ENGINEER IN THE APPLICABLE STATE SUBMIT ((2) SETS OF WET SEALED FIRE PROTECTION PLANS AND (2) COPIES OF HYDRAULIC CALULATIONS TO LANDLORD 4, SHOW EXISTING AND RELOCATED SPRINKLER[ HEAD LOCATIONS WITH FINAL SUBMITTAL. 5. SUBMIT 4 COPIES OF SiGN MANUFACTURER'S SHOP PLANS FOR APPROVAL. 6. TENANT CONTRACTOR WILL REPAINT AN D/OP~ REPAIR LANDLORD PROPERTY DAMAGED DURING TENANT IMPROVEMENT. 7, AFTER LANDLORD APPROVAL, ANY CHANGES OR MODIFICATIONS IN THE CONSTRUCTION DOCUMENTS OR TENANT IMPROVEMENTS MUST BE APPROVED BY LANDLORD IN WRITING. 8. DEMISING PARTITIONS MUST BE FIRECODE "X" SHEETROCK. PROVIDE SHEETROCK ON DEMISING WALLS TIGHT TO DECK AS REQUIRED BY CODE OR LOCAL JURISDICTION. 9. SUPPORT WIRES FOR LAY-IN CEILING GRID MIUST NOT BE CONNECTED TO ANY OF LANDLORD'S MECHANICAL, ELECTRICAL, PLUMBING OR FIRE PROTECTION EQUIPMENT. 10. DO NOT CHANNEL SLAB ON AN UPPER LEVEL. CORE DRILL ONLY 11 TENANT MUST COMPLY WITH TITLE III OF THE AMERICANS WITH DISABILITIES ACTS(ADA) AND ALL LOCAL AND STATE CODES. 12. TENANT STOREFRONT MUST BE FLOOR SUPPORTED, STOREFRONT CANNOT BE SUSPENDED FROM LANDLORD STRUCTURE, 13. PROVIDE FLOOR DRAIN WITH CLEANOUT ANID EXHAUST FAN IN TOILET AREA, WHERE APPLICABLE. 14. RELIEF VALVE DRAIN FOR HOT WATER MUST BE PIPED TO NEAREST DRAIN 15. ANY PENETRATIONS OR MODIFICATIONS TOI STRUCTURAL STEEL OR CONCRETE MUST BE COORDINATED ~WITH LOCAL LANDLORD. 16 ALL FLOOR PENETRATIONS MUST BE SLEEVfED AND SEALED LIQUID TIGHT. 17. WOOD BLOCKING, DECKING AND FRAMING IlS ALLOWED ONLY BELOW THE CEILING LINE AND IF IT IS MILL-STAIMPED FIRE RETARDANT. 16. ALL RAISED PLATFORMS MUST BE CONSTRtUCTED OF NON-COMBUSTIBLE MATERIAL. 19, TENANT IS LIABLE FOR COMPLIANCE WITH ,ALL REQUIREMENTS OF LANDLORD'S FIRE PROTECTION ENGINEERS~ DURING ORIGINAL CONSTRUCTION AND ALL SUBSEQUENT FIELD IINSPECTIONS. 20. LANDLORD CANNOT GUARANTEE THAT INTERNAL CHANGES HAVE NOT OCCURRED SINCE THESE PLANS HALVE SEEN PREPARED. IT IS THE RESPONSIBILITY OF THE qTENANT ARCHITECT TO FIELD CHECK ALL DIMENSIONS AND CONDIT'IONS PRIOR TO AND DURING CONSTRUCTION 23. ALL MATERIALS MUST MEET FLAME SPREA[DS OF LESS THAN: 25-UNSPRINKLERED AREAS ABOVE CEIUNG 75 - ON STOREFRONT 200 - ON SPRINKLERED AREAS, 24. ALL CEILING MATERIAL MUST HAVE A CLAS3 "A" FIRE RATING. 25, ALL MATERIALS USED IN THE CONSTRUCTION OF THIS SPACE MUST BE ASBESTOS FREE, L INSPECTION: 1 VERIFY THAT ROUGH OPENINGS FOR CABINETS ARE CORRECTLY SIZED AND LOCATED, 2, VERIFY SERVICING, CHARGING AND TAGGING OF ALL FIRE EXTINGUISHERS J. INSTALLATION, I INSTALL THE ITEMS Of THIS SBCTION IN STRICT ACCORDANCE WITH THE ORIGINAL DESIGN, APPROVED SHOP DRAWINGS, AND REQUIREMENTS OF AGENCIES HAVING JURISDICTION, AS APPROVED BY THE ARCHITECT, ANCHORING ALL COMPONENTS FIRMLY INTO POSITION END OF SECTION SECTION 10800 - TOILET AND BATH ACCESSORIES A. PROVIDE TOILET ACCESSORIES, COMPLETE WITH ATTACHMENT HARDWARE 1. FRAMELESS MIRRORS ARE SPECIFIED iN SECTION 08800 B. SUBMITTALS: FURNISH MANUFACTURER A PRODUCT DATA ILLUSTRATING EACH ACCESSORY AT LARGE SCALE AND SHOW INSTALLATION METHOD. 1. FURNISH TEMPLATES AND ROUGH-IN MEASUREMENTS. C. HANDLING AND DELIVERY: DELIVER INSERTS AND ROUGH-IN FRAMES TO JOBSITE AT APPROPRIATE TIME FOR INSTALLATION PACK ACCESSORIES INDIVIDUALLY, PROTECT EACH ITEM AND ITS FINISH. D ACCESSORIES. PROVIDE ACCESSORIES AS INDICATED ON DRAWINGS. E. FASTENERS, SCREWS, AND BOLTS: CONCEALED, HOT DIP GALVANIZED, AS RECOMMENDED BY ACCESSORY MANUFACTURER FOR COMPONENT AND SUBSTRATE. F, INSTALL FIXTURES AND ACCESSORIES IN ACCORDANCE WITH MANUFACTURE'S RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS, TRUE, PLUMB AND LEVEL, SECURELY AND RIGIDLY ANCHORED TO SUBSTRATE. 1. COMPLY WITH REQUIREMENTS OF AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES (ADAAG). END OF SECTION SECTION 11456 - APPLIANCES a PROVIDE APPLIANCES W~TH ATTACHMENTS AND ACCESSORIES AS REQUIRED FOR COMPLETE OPERATIONAL INSTALLATION. B. CERTIFICATION LABELS, PROVIDE APPLIANCES WHICH COMPLY WITH STANDARDS AND BEAR APPROPRIATE LABELS AS FOLLOWS: 1. UL STANDARDS- UL LABELS REQUIRED. 2 ENERGY RATINGS: PROVIDE ENERGY GUIDE LABELS WITH ENERGY COST ANALYSIS (ANNUAL OPERATING COSTS) AND EFFICIENCY INFORMATION AS REQUIRED BY FEDERAL TRADE COMMISSION. C. SUBMITTALS: SUBMIT MANUFACTURER'S LITERATURE AND INSTALLATION INSTRUCTIONS FOR EACH TYPE OF APPLIANCE, INCLUDING DATA INDICATING COMPLIANCE WITH REQUIREMENTS AND COLOR SELECTION. D DELIVERY' DELIVERAPPLIANCE IN MANUFACTURER'S UNDAMAGED PROTECTIVE CONTAINERS, AFTER SPACES ARE READY TO RECEIVE THEM, E APPLIANCES. WHERE SPECIFIED APPLIANCE IS AVAILABLE WiTH OPTIONS, PROVIDE BEST QUALITY OPTIONS OFFERED WITH APPLIANCE NUMBER INDICATED. 1 HARDWARE' PROVIDE MANUFACTURER'S STANDARD HINGES, METAL PULLS, CATCHES, AND RUBBER BUMPERS ON DOORS AND DRAWERS. 2. FINISHES: AS PER DRAWINGS. F. INSTALLATION' INSTALL APPLIANCES iN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS. 1 COORDINATE WITH MECHANICAL AND ELECTRICAL TRADES AS NECESSARY FOR PROPER SERVICE CONNECTIONS. 2. ENSURE OPERATING PARTS MARK FREELY AND FIT NEATLY, ADJUST HARDWARE AND MOVING PARTS AS NECESSARY END OF SECTION SECTION 15050 - MECHANICAL (SEE MECHANICAL DRAWINGS) SECTION 15400 - PLUMBING (SEE PLUMBING DRAWINGS) SECTION 16050 - ELECTRICAL MICHAEL NEUMANN AR 127 WEST 24TH STREET 7TH r NEW YORK CITY 10011 WWW. MNARCH.COM T 212.675.2285 F 212,675.2287 PROJECT: 2650 NASSAU POINT ROAD CUTCHOGUE, NY 11935 PERMIT SUBMITTAL NOV 4, 2010 BID SET NOV 2, 2010 DRAWING TITLE, GENERAL NOTES SEAL & SIGNATURE: PROJECT NUMBER: 6006 DRAWN BY: JR CHECKED BY: MN FiLENAME A-O02 NOTES,dw§ PAGE: A-004 FINISH SCHEDULE M CHAEL NEUMANN ARCHITECTURE LLC KEY MATERIAL MANUFACTURER/SUPPLIER SPECIFICATION GENERAL LOCATION NOTES 127 WEST 24TH STREET 7TH FLOOR NEW YORK CITY 10011 FL-1 WOOD 8" WIDE ANTIQUE WHITE OAK PLANKS BUILT UP ONTO EXISTING ALL RENNOVATED AND NEW AREAS REFER TO ARCHITECTURAL PLANS FOR FLOOR PATTERNS, FINISH FLOOR WHERE APPLICABLE. BUTCHERS WAX FINISH. MATCH ARCHITECTS SAMPLE WWW.MNARCH.COM ~ FOLLOW PATTERN SHOWN ON A-110 T 212.675.2285 F 212,675,2287 o FL-2 WOOD lX6 MAHOGANY DECKING SAND SMOOTH. NO FINISH. NEW DECKS FL-3 WOOD SALVAGED WOOD DECK FROM ONSITE DEMO EXISTING DECK P*I PAINT BENJAMIN MOORE DECORATOR WHITE, LATEX, EGGSHELL FINISH WALLS AS NOTED P-2 PAINT BENJAMIN MOORE DECORATOR WHITE, LATEX, FLAT FINISH CEILINGS AS NOTED ~- PROJECT; Z ~ P'4 PAINT BENJAMIN MOORE TBB. VERIFY WITH OWNER KITCHEN CABINETS P-5 PAINT BENJAMIN MOORE BLACK, EXTERIOR GRADE, GLOSSFINISH FRONTDOOR 2650 NASSAU POINT ROAD P-0 PAINT BENJAMIN MOORE DECORATOR WHITEI EXTERIOR GRADE, EGGSHELL FINISH EXTERIOR TRIM AS NOTED CUTCHOGUE,NY 11935 ST-I CONCRETE GET REAL SURFACES COLOR 722, SATIN ECO FINISH, CAST IN PLACE, LEAVE FRONT KITCHEN COUNTERS AND KITCHEN SHELF 845~,52-3988 EDGE UNFILLED VISIBLE AGGREGATE AT TOP SURFACE z ST-2 BRICK FACE TBD TBD CHIMNEY ST-3 SUBWAY TILE TBD 3" X 6" WHITE SUBWAY TILE KITCHEN BACKSPLABH WD-1 WOOD I"X6" POPLAR PLANKS FINISH NAILED, FINISH WITH 2 COATS WALLS AND CEILINGS AS NOTED GC TO PRICE OUT WD-2 AS AN ALTERNATE TO WD-1 WHITEWASH PICKLING STAIN FOLLOWED BY CLEAR SATIN ~ SEALER WD-2 WOOD 1" X0' V GROOVE PINE PLANKS FINISH NAILED PAINT WITH 1 WALLS AND CEILINGS AS NOTED ~ ~ COAT OIL PRIMER AND 2 COATS BENJAMIN MOORE o DECORATOR WHITE. OIL, EGGSHELL FINISH ~ WD-3 WOOD CEDAR BOARD & BATTEN SIDING, 1X12 BOARDS AND 1X3 TOWER EXTERIOR BATTENS WD-4 WOOD CEDAR SHINGLES TO MATCH EXISTING EXTERIOR ~ M-1 METAL 14 GA STAINLESS STEEL TO MATCH WOLF RANGE KITCHEN. RANGE BACKSPLABH AND SHELF PERMIT SUBMITTAL NOV 4, 2010 BID SET NOV 2, 2010 · DRAWING TITLE: RESPONSIBILITY & FINISH SCHEDULES ~ SEAL & SIGNATURE: CHECKED BY; MN PAGE: DOOR SCHEDULE WINDOW SCHEDULE MICHAEL NEUMANN ARCHITECTURE LLC JAMS HEAD SILL 127 WEST 24TH STREET 7TH FLOOR DETAIL DETAIL DETAIL NEW YORK CITY 10011 CASED DOOR TYPE SIZE/LOCATiON MATERIAL FINISH HARDWARE GROUP HARDWARE FINISH THRESHHOLD DETAIL JAMB DETAIL FRAME RATING MODEL # REMARKS NO TYPE MODEL # / DESCRIPTION LOCATION R.O. WIDTH R,O HEIGHT HARDWARE/REMARKS DOOR NO, OPENING 1 D 3'-0" x 6'-8" BOOR SIZE / ENTRY SOLID WOOD P-5 4 TARNISHED BRASS 5 / A.420 CONFIRM MANUF 5 PANEL DOOR 1 A MARVIN CUDH3016 / ENTRY 3'-0 3/8" 3'.4 7/8" 8 / A420 8 / A..420 8 / A.420 1~'" SDL; 1 H X 2 H / CLAD COLOR: STONE WHITE AND MODEL WITH CLAD DOUBLE HUNG HARDWARE ANTIQUE BRASS WWW.MNARCIt. COM OWNERPRIORTO 2 B MARVINCUDH3226/ STUDY 3'-27/6" 5~-07/8'' 6/A~120 9/A~i20 10/A-420 CLADCOLOR:STONEWHITE T212,675,2285 F212,675,2287 PURCHASE. CLAD DOUBLE HUNG HARDWARE: ANTIQUE BRASS · 2 B 6'-9 3/8 x 6"-8" / DINING ROOM WOOD P-6 2 TARNISHED BRASS 1 / A-420 CUSTOM OR APPD OVERSIZED SLIDING POCKET DOOR WITH GLASS 3 C MARVIN CUDH3026 / STUDY 3'-0 3/8" 5'-0 7/8" 6 / A-420 9 / A~,20 10 / A-420 CLAD COLOR: STONE WHITE MANUFACTURER SEE DETAILS, A~.20 CLAD DOUBLE HUNG HARDWARE: ANTIQUE BRASS 2A $ 6'-9 3/8 x 6'-8" / DINING ROOM WOOD P-6 2 TARNISHED BRASS 1 / A.420 CUSTOM OR APPD OVERSIZED SLIDING POCKET DOOR WITH GLASS 4 C MARVIN CUDH3026 / STUDY 3'-0 3/8" 5'-0 7/8" 6 / A-420 9/A420 lO / A-420 CLAD COLOR: STONE WHITE MANUFACTURER SEE DETAILS, A-420 CLAD DOUBLE HUNG HANBWANE: ANTIQUE BRASS 3 B 6'-7Y~ x 6'-8" /BINING ROOM WOOD P-6 2 TARNISHED BRASS 1/A.420 CUSTOM OR APPD OVERSIZED SLIDING POCKET DOOR WITH GLASS 5 C MARVIN CUDH3026 / STUDY 3'-03/8" 5'-0 7/8" 6 / A~.20 9/A-420 10 / A-420 CLAD COLOR, 8TONE WHITE MANUFACTURER SEE DETAILS, A.420 CLAD DOUBLE HUNG HARDWARE: ANTIQUE BRASS 3 A B 6'-7~ x 6'-S' / DINING ROOM WOOD p~ 2 TARNISHED BRASS 1 / A..420 CUSTOM OR APPB OVERSIZED SLIDING POCKET DOOR WITH GLASS 6 B MARVIN CUDH3226 / STUDY 3'-2 7/8" 5'-0 7/8" 6 / A-420 9 / A-420 10 / A-420 CLAD COLOR, STONE WHITE MANUFACTURER SEE DETAILS, A.420 CLAD DOUBLE HUNG HARBWARE' ANTIQUE BRASS · PROJECT: · 3 / A.420 7 F MARVIN CUPAWN3640 / KITCHEN 3'-0 3/8" 3'..4 7/8" 8 / A-420 8 / A~I2O 8 / A.420 1~" SDL; 1 H X 2 H / CLAD COLOR. STONE WHITE 4 6'-10~6" x 6'-8" F.OJ ENTRY TO WOOD CLAD PUSH OUT AWNING HARBWARE ANTIQUE BRASS BINING ROOM WITH RETRACTABLE 3'4"x E'-B" F.O./EHTRYTO WOOS B/A.420 SCREEN 2650 NASSAU POINT ROAD LIVlNGROOM 8 F MARVINOUPAWN3640/ KITCHEN 3'-0~'I 3'.47/8" 8/A420 8/A'420 8/A.420 I~IISDL,1HX2H~CLAD COLOR: STONe WH,TE CUTCHOGUE,NY 11935 6 3'.4'I x 7i-4" F.O, / DINING ROOM WOOD 4 / A420 CLAD PUSH OUT AWNING HARDWARE: ANTIQUE BRASS TO LIVING ROOM WITH RETRACTABLE 3'.4" x ?'-4" F.O / DINING ROOM WOOD 4 / A~!20 SCREEN TO MVING ROOM 9 F MARVIN CUPAWN3640 / KITCHEN 3'-0 3~8" 3'4 7/8" 8 / A~.20 8 / A~,20 8/A.420 1%" SDL; 1 H X 2 H / CLAD COLOR: STONE WHITE · 3'..4" x 6'-8" F,O / LIVING ROOM WOOD 3 / A~420 CLAD PUSH OUT AWNING HARDWARE: ANTIQUE BRASS WITH RETRACTABLE BOOK SHELF 9 B 6-1~" x 6'- 8" F.O / LIVING WOOD p4 2 TARNISHED BRASS 2 / A-420 CUSTOM OR APPD OVERSIZED SLIBING POCKET DOOR WITH GLASS SCREEN MANUFACTURER SEEBETAILS, A-420 10 E MARVlNCUDH4022/ LOFT 3'-10~" 4'-57/B' 6/A.420 11/A-420 12/A-420 1%"SDL;1 HX2H/ CLABCOLOR:STONEWHITE ROOM 9A B 6-1~" x 6'- 8" F,O,/LIVING WOOD P-6 2 TARN]SHED BRASS 2 / A420 CUSTOM OR APPD OVERSIZED SLIDING POCKET BOOR WITH GLASS CLAD BOUBLE HUNG HARDWANE: ANTIQUE BRASS MANUFACTURER SEE DETAILS, A.420 11 E MARVIN CUDH4022 / LOFT 3,. 1C¢/~. 4'-5 7/8,' 6 / A420 11 / A-420 12 / A-420 1~,, SDL; 1 H X 2 H / CLAD COLOR, STONE WHITE ROOM 10 B 6-1~" x 6'- 8" F.O / LIVING WOOD p.~ 2 TARNISHED BRASS 2 / A-420 CUSTOM OR APPD OVERSIZED SLIDING POCKET DOOR WITH GLASS CLAD DOUBLE HUNG HARDWARE ANTIQUE BRASS MANUFACTURER SEESETAILS, A420 12 E MARVlNCUBH4022/ LOFT 3'-1E~" 4'-57/8" 6/A.420 11/A-420 12/A420 I~"SDL;1HX2H/CLABCOLOR:STONEWHITE ROOM · · 10A B 6-1~" x 6'- 8" F.O. / LIVING WOOD P-6 2 TARNIBHED BRASS 2/A-420 DUSTOM OR ARPD OVERSIZED SLIDING POCKET DOOR WITH GLASS CLAD DOUBLE HUNG HARDWARE: ANTIQUE BRASS MANUFACTURER SSS DETAILS, A.420 13 D MARVIN CUDH3222 / LOFT 3'-2 7/8" 4'-5 7/8" 6 / A420 11 / A-420 12 / A-420 13~8" SDL; 1 H X 2 H / CLAD COLOR: STONE WHITE ROOM CLAD DOUBLE HUNG HARDWARE: ANTIQUE BRASS 11 7'-4" x 11'-0" F.O. / LIVING ROOM WOOD 4 / A420 14 $ MARVIN CUDH3222 / LOFT 3'-2 7/8" 4'-5 7/8" 6 / A-420 11 / A420 12 / A-420 1~" SDL; 1 H X 2 H / CLAD COLOR: STONE WHITE 12 6'-1" X 10- 2Yea" F.O, / STUDY WOOB 4 / A.420 CLAD DOUBLE HUNG HARDWARE: ANTIQUE BRASS 15 B MARVIN CUBH3222 / LOFT 3'-2 7lB" I 4'-5 7/8" 6 / A.420 11 / A420 12 / A-420 1~" SDL, 1 H X 2 H / CLAD COLOR' STONE WHITE 13 A 2'- 7~" x 6'-8" R,O. / KITCHEN CLAD EXTERIORJ P-1 iNTERIOR 1 TARNISHED BRASS MARVIN CUlFD2666 CLAD COLOR: STONE WHITE MARVIN OR APPROVED CLAB DOUBLE HUNG HARDWARE. ANTIQUE BRASS WlTHSWINGING EQUAL, 16 D MARVlNCUDH3222/ LOFT 3'-27/8" 4'-57/8'r 6/A-420 11/A-420 12/A-420 I~"SBL;1HX2R/CLABCOLOR'STONEWHITE WOOD INTERIOR SCREEN CLAD DOUBLE HUNG HARDWARE; ANTIQUE BRASS · 14 C 2'-0" x 6'-8" F O. / PANTRY WOOD P-1 3 TARNISHED BRASS SOLID CORE WOOB 2 PANEL DOOR TO MATCH EXISTING INTERIOR BOORS 17 E MANV[N CUBH4022 / LOFT 3'-1 ¢/e" 4'-5 7/8" 6 / A.420 11 / A-420 12 / A-420 1~" SBL; 1 H X 2 H / CLAD COLOR' STONE WHITE CLAD DOUBLE HUNG HARBWARE; ANTIQUE BRASS 18 E MARVINCUDH4022/ LOFT 3'-10~" 4'-57/8" 6/A.420 11/A420 12/A-420 I~"SDL;1HX2H/CLADCOLOR:STONEWH[TE CLAD BOUBLE HUNG HARBWARE' ANTIQUE BRASS 19 E MARVIN CUDH4022 / LOFT 3'-10~. 4'*§ 7/8" 6 / A-420 11 / A420 12 / A-420 1~,, SDL; 1 H X 2 H / CLAD COLOR' STONE WHITE CLAD DOUBLE HUNG HARDWARE' ANTIQUE BRASS 20 B MARVIN CUDH3222 / LOFT 3'-2 7/8" 4'-5 7/8" 6 / A.420 11 / A420 121 A-420 1~" SBL; 1 H X 2 H / CLAD COLOR: STONE WHITE CLAD DOUBLE HUNG HARDWARE' ANTIQUE BRASS · 21 D MARVIN CUDH3222 / LOFT 3'-2 7/8" 4'-5 7/8" § / A420 11 / A-420 12 / A-420 1~" SDL, 1 H X 2 H / CLAD COLOR: STONE WHITE CLAD DOUBLE HUNG HARDWARE: ANTIQUE BRASS DOOR TYPES 22 D MARVIN CUDH3222 / LOFT 3'-2 7/8" 4'-5 7/6" 6 / A-420 11 ! A420 12 / A-420 1~ SDL; 1 H X 2 H / CLAD COLOR: STONE WHITE CLAD DOUBLE HUNG HARDWARE: ANTIQUE BRASS 23 D MARVIN CUDH3222 / LOFT 3'-2 7/8" 4'-5 7/8" 6 ! A-420 11 / A-420 12 / A-420 /~" SDL; 1 H X 2 H ! CLAD COLOR, STONE WHITE CLAD DOUBLE HUNG HARDWARE ANTIQUE BRASS I HARDWARE SCHEDULE i , I SET NO, HINGES LOCKSET PULL DOORSTOP CATCHES BMBE BOLT REMARKS i ~ 1 INCLUDED WITH DOOR INCLUDED WITH CONFIRM LEVER CLAD COLOR STONE WHITE ~ ,I I BOOR STYLE WITH OWNER HARDWARE: ANTIQUE BRASS L I ] 2 NANZ 6027PT NANZ 6055P LOCATE IN iN FLOOR RECESSED TRACK AND TROLLEY ASSEMBLY TO · RECESSED PULL, TRACN BE SPECIFIED BY GC FOLLOWING DOOR · TYPE A TYPE B TYPE C TYPE D DOOR, WINDOW & HARDWARE SCHEDULES · DOOR NOTES WINDOW TYPES I I EFFECT W/LEVER TYPE HARDWARE IN COMPLIANCE WITH STATE AN D I I LOCAL CODES .... OWNER SHALL ORDER ALL NECESSARY LOCKS FOR EACH DOOR, .... ~ GENERAL CONTRACTOR TO PROVIDE ALL CONSTRCUTION CORES TO TYPE A TYPE B TYPE C TYPE D TYPE E TYPE F CHECKEDBY: MN LIGHT FIXTURE / FAN SCHEDULE PLUMBING FIXTURE SCHEDULE MICHAEL NEUMANN ARCHITECTURE LLC 127 WEST 24TH STREET 7TH FLOOR SYMBOL TYPE DESCRIPTION MANUFACTURER/MODEL LAMP REMARKS ROOM ITEM MANUFACTURER/MODEL FINISH QUANTITY REMARKS NEW YORK CITY 10011 WWW. MNARCH.COM A PENDANT LIGHT SBO, INSTALLED BY GC 105 KITCHEN SINK SHAW FARMHOUSE SINK. RC3018 WHITE FIRECLAY 1 161 LBS, GC ToSBO'pRovIDEINSTALLEDuNDERBYcABINETGC SUPPORT, · T 212.675.2285 F 212.675.2287 B RECESSED ADJUSTABLE DOWNLIGHT TBD SBO, INSTALLED BY GC 105 KITCHEN FAUCET ROHL DECK MOUNT BRIDGE FAUCET WkTH SIDESPRAY / U 4719L-PN POLISHED NICKEL C SURFACE MOUNTED PORCELAIN SOCKET 60 WATT SILVERBOWL SUPPLIED AND INSTALLED BY GC. CONFIRM WITH OWNER PRIOR TO PURCHASE 101,102, 103, 104, CAST IRON RADIATOR GC TO SPEC AND CONF~RM WITH OWNER P-1 10 GC TO SIZE AS REQUIRED FOR SUFFICIENT HEATING. CONFIRM MODEL WITH OWNER PRIOR TO 105, 201 PURCHASE · · PROJECT: D DEDORATIVE FI×TBRE TBD ALLOWFGR~OO WATTS BBC, INSTALLBD BY GD 2650 NASSAU POINT ROAD CUTCHOGUE, NY 11935 E EXTERIOR WALL SCONCE BARN LIGHT ELECTRIC 100 WATT INCANDESCENT SBO, INSTALLED BY GC WALL MOUNT CGU-SS SCONCE · F MINI GOOSENECK SARN LIGHT ELECTRIC 100 WATT INCANDESCENT SBO, INSTALLED BY GO 8" ARTESIA GOOSENECK WITH ARM G LARGE GOOSENECK DARN LIGHT ELECTRIC 200 WATT INCANDESCENT SBO, INSTALLED BY GC .~ ~' 24. BRAHMA GOOSENECK WITH HL-A ARM H CEILING FAN EM ERSON 60" HEAT FAN / APPLIANCE 15 AMP CIRCUIT / SBO, INSTALLED BY SC WHITE HF1160WW I SUPPLY AND RETURN GRILLES. SIZES AS REGGIO REGISTER OR APPROVED WHITE FINISH, VERIIFY SIZE AND LOCATION WITH OWNER PRIOR TO PURCHASE, PROVIDE REQUIRED EQUAL LOUVERS BEHIND SUPPLY GRILLES. APPLIANCE SCHEDULE EQUIPMENT SCHEDULE DESCRIPTION MANUFACTURER/MODEL AMPS DIMENSIONS/REMARKS DESCRIPTION MANUFACTURER/MODEL AMPS QUANTITY LOCATION/REMARKS PERMIT SU~ MITTAL NOV 4, 2010 RANGE WOLF 36" GAS RANGE / R366 15 SSO, INSTALLED BY GC SPLIT NC UNIT TBD TBD 1 GC TO SPECIFY AND INSTALL CENTRAL AIR CONDITIONAING SYSTEM TO COOL FULL HOUSE.. · DRAWINGSID SET 7 [7 ~ F NOV 2, 2010 EXHAUST HOOD WOLF 36" COOKTOP WALL VENTILATION HOOD / CTWH36 15 S"O, INSTALLED BY GC. EXHAUST FAN TBD TBD 1 GC TO SPECIFY AND INSTALL ROOF MOUNTED ATTIC EXHAUST FAN LIG HT,P L U M BING,A P P LIAN C E REFER TO MANUFACTURERS DATA FOR INSTALLATION DETAILS, I~ EQUIPMENT SCHEDU LES REFRIGERATOR/FREEZER SUBZERO 30" BUILT IN OVER UNDER / 6130U/B/PR 15 ~SBO, INSTALLED BY GC GC TO INSTALL USING FLUSH INSTALLAT'ION METHOD. REFER TO MANUFACTURERS DATA FOR DETAILS SEAL & SIGNATURE; DISUWASHER TSD 15 ~SBO, INSTALLED BY GC REFER TO MANU FAC',TURERS DATA FOR INSTALLATION DETAILS, PROJECT NUMBER: 6006 DRAWN BY JR CHECKED BY: MN FILENAME: A-012 LIGHT, PLUMB, APP, EQUIP SCHEDULES.dw§ PAGE: O DEMO SITE PLAN GENERAL NOTES GC, TO COORDINATE ALL PHASES OF DEMOLITION FOR PROJECT AND NOTIFY ARCHITECT OF ANY DISCREPANCIES OR CONFLICTING CONDITIONS WHICH WOULD INTERFERE WITH THE SATISFACTORY COMPLETION OF THE WORK, PRIOR TO THE START OF DEMOLITION, 2 G C SHALL SURVEY THE SITE AND MAKE ALL NECESSARY CHANGES REQUIRED BASED ON EXISTING CONDITIONS FOR PROPER DEMOLITION OF EXISTING WORK AND INCLUDE ALL MATERIALS AND LABOR IN BID PRICE, G C TO PROVIDE FOR LEGAL REMOVAL AND DISPOSAL OF ALL RUBBISH AND DEBRIS FROM THE BUILDING AND SITE COORDINATE ALL DEMOLITION AND REMOVALS WITH OWNER AND GIVE 72 HOUR NOTICE PRIOR PROTECT ALL WORK NOT SLATED FOR DEMOLITION, 4 G,C IS RESPONSIBLE FOR REMOVAL OF ALL DEBRIS ON A DAILY BASIS, 5 CONSTRUCTION MATERIALS MAY NOT BE LEFT IN FRONT OF THE BUILDING, OR IN THE ENTRANCE PATHWAY 0 ENTRANCE PATH WILL BE KEPT OLEAN ON A DAILY BASIS, PRIOR TO ANY WORK, GC TO CONTACT OWNER AND OBTAIN THE REQUIRED CERT]FICATE OF INSURANCE, NAMING BUT NOT LIMITED TO 2650 NASSAU POINT ROAD, DEMOLITION NOTES PORTION OF EXIST'G DECK AND / OR DECK RAILING TO BE REMOVED~ AS INDICATED BY DASHED LINE, SALVAGE/STORE SCRAP WOOD FOR BECK ADDITION, COORDINATE WITH ARCHITECTURAL/SITE pLANS EXlST'G OUTDOOR SHOWER TO BE REMOVED CAP ALL PLUMBING CONNECTIONS, EXIST'G LOT LINE EXIST'G PAVING AT PATIO / WALK TO BE REMOVED, AS INDICATED BY DASHED LINE, I F~ EXIST'G PEA GRAVEL DRIVE TO REMAIN EXIST'G PORCH / STAIR / ROOF ETC TO BE REMOVED AS INDICATED BY DASHED U NE, PRESERVE ALL MOISTURE / THERMAL / STRUCTURAL CONBrTIONS AT ADJACENT ROOF/WALL STRUCTURE THROUGHOUT DEMOUTION EXlST'G PROPANE TANK TO REMAIN REGRADE CORNER OF HOUSE FOR POSITIVE DRAINAGE AWAY FROM FOUNDATION MICHAEL NEUMANN ARCHITECTURE LLC 127 WEST 24TH STREET 7TH FLOOR NEWYORK CITY 10011 WWW, MNARCH,COM T 212,675,2285 F 212.675.22B7 PROJECT: 2650 NASSAU POINT ROAD CUTCHOGUE, NY 11935 PERMIT SUBMITTAL NOV 4, 2010 BID SET NOV 2, 2010 SITE DEMOLITION PLAN SEAL & SIGNATURE: 6006 DRAWN BY: JR CHECKED BY: MN FILENAME. D-1XX DEMO PLANS,dwg D-lO0