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HomeMy WebLinkAbout36479-ZTown of Southold Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 8/2/2012 CERTIFICATE OF OCCUPANCY No: 35855 THIS CERTII~IES that the building Location of Property: Date: ADDITION/ALTERATION 8/2/2012 3210 Little Neck Road, Cutchogue, NY, SCTM #: 473889 Sec/Block/Lot: 103.-9-11 Subdivision: Filed Map No. conforms substantially to the Application for Building Permit heretofore 6/7/2011 pursuant to which Building Permit No. was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Additions & Alterations to a Single Family Dwelling: Living/Dining Room, Kitchen, Master Bedrcom, Launch-v, Study, Walk-in Closet, 2 1/2 Baths, Bedroom (2nd Floor), Screened Porch & Decks and outdoor shower as applied for. Lot No. filed in this officed dated 36479 dated 6/14/2011 The certificate is issued to Schwartz, William & Peggy (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 7/20/12 36479 7/30/12 ast PlTbing & Heating gs£q TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 36479 Date: 611412011 Permission is hereby granted to: Schwartz, William & Peggy 448 W 23rd St New York, NY 10011 To: Additions 8, Alterations to a Single Family Dwelling; Living/Dining Room, Kitchen, Master Bedroom, Laundry, Study, Walk-in Closet, 2 1/2 Baths, Bedroom (2nd Floor), Screened Porch & Deck, as applied for. At premises located at: 3210 Little Neck Road, Cutchogue, NY SCTM # 473889 Sec/Block/Lot # 103.-9-11 Pursuant to application dated To expireon 6/13/2012. Fees: 6/7/2011 and approved by the Building Inspector. CO - ADDITION TO DWELLING SINGLE FAMILY DWELLING - ADDITION OR ALTERATION Total: $50.00 $1,537.60 $1,587.60 Building Inspector Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT · TOWN HALL 765-1802 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 of property with accurate location of all buildings, property 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 of 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 ComplianceTrom architect or engineer responsible for the building~ 6. Submit planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) ~ion-conforming uses, or buildings and "pre-existing" laud uses: 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. (o- I,~"// House No. Street Old or Pre-existing Building: (check one) Hamlet // Owner or Owners of Property: /05 Suffolk County Tax Map No 1000, Section Subdivision DateofPermit. &- Iq-/] Block ~ Filed Map. Applicant: Underwriters Approval: Final Certificate: / P~mit No. O6qTq Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ ~O. t:O~',~c>,' Lot Lot: (check one) ~li a'-n~ Si .,~nat~e A~p ' -g Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631 ) 765-1802 Fax (631) 765-9502 ro.qer, richert~town southold.n¥.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION 'ssued To: Peggy Schwartz ~,ddress: 3210 Little Neck Rd City: Cutchogue St: NY Zip: 11935 3uilding Permit #: 36479 Section: 1 03 Block: 9 Lot: 11 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE 3ontractor: DBA: Peconic Electric License No: 5230-me SITE DETAILS office Use Only Residential ~ Indoor ~ Basement ~ Service Only ~ Commedcal Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Servicelph ~ Heat ~ DuplecRecpt ~ Service 3 ph Hot Water GFCl Recpt Main Panel A/C Condenser Single Recpt Sub Panel A/C Blower Range Recpt Transformer Appliances Dryer Recpt Disconnect Switches Twist Lock Other Equipment: Ceiting Fixtures [~ HID Fixtures Wall Fixtures ~.~ Smoke Detectors Recessed Fixtures ~.~ CO Detectors Fluorescent Fixture ~ Pumps Emergency Fixtures~ Time Clocks Exit Fixtures L_J TVSS 2-combination smoke/co detectors, 5-paddle fans, 1-exhaust fan, 2-ovens (50a) 6-GFCI circuit breakers, 3-ARC fault circuit breakers, 1-17kw generator with auto transfer switch Notes: Inspector Signature: Date: July 30 2012 81-Cert Electrical Compliance Form.xls Town Hall Annex 54375 Main Road P.O. Box I 179 Southold, New York 11971-0959 Telephone (631 ).765.1802 Fax (63 I) BUILDING DBPARTMF. NT TOWN OF SOUTHOLD CERTIFICATION OWner: (Please print) '("Please print) Date: I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Sworn to before me this , 20; ~}-. Notary Public, ~._~ c,l-~f~ County (Plumbers signature)'.' CONNIE D. BUNCH Nota~/Public, State of New York No. 01BU6185050 Qualified in Suffolk County Commission Expires April 14, 2J~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ~ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INS~F. CTION []FOUNDATION 2ND []FRAMING/STRAPPING []FIREPLACE & CHIMNEY [ ] FlllE RESlST~T CO#S~UCTIO~ [ ] FIIIE RESISTANT I~IE11~TION [ ] ELEC'mK~AL (FINAL) [ ] ELECTRICAL (ROUGH) REMARKS: DATE ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 I SPECTION [ ] ~~OuNDD~IioONN 12SN~ [[ ]] iRNOsUuGHLA~LZNG' [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPF. CTION [] FmERESlSl'ANTCONSl'RUC'nON [ ] FIRERESlSTANTPENETRATmON REMARKS: DATE ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT/ION [ ] FOUndATION 1ST [//]~ROUGH PLBG. I ~~i~ION 2NsTRAPpiDNG [[ ]] IF~NSAULLATION [ ] fiREPLACE & CHIMNEY [ ] FIRE SAFETY INSPF. CTIOH DATE ~ INSPECTOR~_ / /~~ TOWN OF SOUTHOLD BUILDING DEFT, 765-1~2 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [. ] FmEKES.TANTCm. TRUCT'H)N [ ] FIImRESm'Am'PEHETRA'lmN ~LECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI/ON [ ] FOUNDATION 1ST [ ]R/0UGH PLBG. [ ] FOUNDATION 2ND [~,I~INSULATION [ ] FRAMING/~NG [ ] FINAL [ ] FIREPLACE & CHIMNEY [ 1~ [ ] FI~RE~S'I'ANTC0NSTllUCTION [,d'FIRERESm'AHTPmE'mA'nON [ ] ELECTRICAL (ROUGH) [ ] ELE:C'TIlicAL (fiNAL) REMARKS:~ DATE ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION []FOUNDATION 1ST []FOUNDATION 2ND []FRAMING / STRAPPING []FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [. ] I~_LATION [~/] FINAL FIRE SAFETY INSPECTION [ ] FIRE RESlSTAIIT COIiS111~ [ ] FIIIE IIESlSTAIIT I~.IIETRATIOlt REI~IARKS: ' r~. .. ? ~'- --''"" TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ~ILqPECT1 FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ON FmE.ESmST~U~TCOMS'rRuc~ [ ] Rm~m~,',msT~m~m~MmTm~A'nO. ELECTRICAL (ROUGH) [ ] EI,.F.~, msICAL (FINAL) REI '/~2 ~ ~~TOWN OF ~ $OUTHOLD BUILDING DEPT~ 765-1802 INSPECTION [ ] FOUNDATION l ST [ [ ] FOUNDATION 2ND [ [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ [ ] RnBP~mSl'ANTCONS'mUCl'ION [ [ ] ELECTRICAL (ROUGH) ~=,I.ECTRICAL (FINAL) REMARKS: ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT FEHETRATION DATE INSPECTO~ TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork, net/Southold/ Examined ~'1¢ 20 [I Approved ~ ~'[~ ,20 Il DL..rr .... d Expiration I ~-- '~ ly ,20 Id~''' BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, b~fore applying? Board of Health NIA 4 sets of Building Plans YES Planning Board approval N/A Survey YES Cheek Septic Form N/A N.Y.S.D.E.C. N/A Trustees N/A Contact: studio a/b architects Mailto: 65! West M~_!~ Street Riverhead, NY 11901 Phone: 631 591 2402 ) '~ ,~ ~ ~ ~ ~ - Building Inspector ~ d~J~ - B ~0~1 ~LICATION FOR BUILD~G PE~T ~. ~ ~ Date June 6 ,2011 ~BLD~ DEPL / ~STRUCTIONS a~is application MUST be c~pletely filled in by ~c~ter ~ in ~ ~d su~ed to ~e Build~g I~tor wi& 3 sets of plus, acc~te plot pl~ to scale. Fee accrues to schedule. b. Plot pl~ showing l~ation of lot ~d of buildin~ on ~ises, relationship to adjoining premis~ or public s~eem or ~eas, ~d wat~ays. c. ~e work covered by ~is application may not be co~enced ~fow iss~ce of Buil~g P~it. d. Upon approval of~is application, ~e Building Ins~ctor will issue a Building P~it to ~e a~lic~t. Such a p~it shall ~ kept on ~e premises available for ins~tion ~ou~out ~e work. c. No buil~g shall ~ o~upied or used in whole or ~ p~ for ~y p~se w~t so cv~ ~fil ~e B~d~g Im~tor issues a C~iflcatc of Occup~cy. f. Ev~ b~l~g pe~it shall expire if ~e work autho~zed h~ not co~ced wi~in 12 monks ~or ~e ~te of iss~ce or has not ~en complmed wi~in 18 monks ~om such ~te. If no zoning ~en~en~ or o~ regulations affecting ~e prop~ ~ve bern ~act~ ~ &c intern, &e Buil~g Ins~tor may au~o~, in ~fing, ~c e~ension of ~e ~it for ~ a~ifion six monks. ~erea~, a new ~it shall ~ mq~md. ~PLICA~ON IS ~BY M~E to ~e Building Dep~t for ~c iss~ce ofa B~l~g Pe~it p~t to ~c Buil~g Zone ~ce of ~e To~ of Sou~old, S~o& Co~, New York, ~d o~ applicable Laws, Offices or Rc~a~ons, for ~e cons~on of b~l&n~, ~ditions, or alt~tions or f~ r~oval or d~olifion ~ herein des~bcd. ~e applic~t ~ecs to comply wi~ all applicable laws, or&~s, b~lding code, ho~ing c~e, ~d re~lafions, ~d to a~it auto, zed ~s~ctors ~ ~ises and in building for nccess~ ~p~tio~. (Signature of applicant or name, if a corporation) 651 West Main Street, Riverhead, NY 11901 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder architect Name of owner of premises William and Peggy Schwartz (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. 45819-H North Fork Woodworks Inc. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 3215 Little Neck Road Cutchogue House Number Street County Tax Map No. 1000 Subdivision (Name) Section 103 Hamlet BlOck 9 Filed Map No. Lot 11 Lot 2. State existing use and occupancy of premises and intended use ltnd occupancy of proposed construction: a. Existing use and occupancy One Family Dwelling b. Intended use and occupancy Same as above 3. Nature of work (check which applicable): New Building. Addition Alteration X Repair Removal Demolition Other Work Estimated Cost Fee If dwelling, number of dwelling units ONE If garage, number of cars N/A (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. Dimensions of existing structures, if any: Front 49.0' +/- Rear 49.0' +/- Depth 73.5' +/- Height 22.5' +/- Number of Stories 2 49.0' +/- 49.0' +/- Dimensions of same structure with alterations or additions: Front (no qhan,qe) Rear (no change) Depth 73.5 +/- (no change) Height 22.5' +/~ (no change) Number of Stories 2 (no change) 8. Dimensions of entire new construction: Front N/A Rear N/A Height N/A Number of Stories N/A 9. Size of lot: Front 135' Rear 100' .Depth 778' +/- Depth N/A 10. Date of Pumhase Name of Former Owner William A. Coleman 11. Zone or use district in which premises are situated R 4O 12. Does proposed construction violate any zoning law, ordinance or regulation? YES__ NO X 13. Will lot be re-graded? YES __ NO X Will excess fill be removed fi'om premises? YES NO X rtzA 3218 Little Neck Road 212 242 8074 14. Names of Owner of premisesWilliam & Peggy Schwa ddress c,_,t~hoc,_,o, wv ~o~ Phone No. Name of Architect studio a/b architects Address 651 West Main Street Phone No Name of Contractor Address Riverhead, NY 11901 Phone No. 631 591 2402 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Isthispropertywithin300feetofatidalwctland?*yES X NO__ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COtmTV OF Hideaki Ariizumi being duly swom, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the architect (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, 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 tree to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Swo~ ,tqtbefore me this f l-t4 of C cx/x. _ 20 1 ] Notary Public CONNIE D. BUNCH Notary Putfl~, 8tare of New ¥c:, NO. 01BU~l,860~ Quailed In $uff~lk Cou:,h Com~ Expires Ap~t 14. ~l.,~-. Signature of Applicant Town of $outhold .E_rosIon~ Sedimentation & 8tonn4Vater Run-off ASBESMABNT FOP._M I~O~RTY LOCAlIOfl: 8,C.~U I~ I~HB FMA,OWIN~ AOl!O1~ MAy IRII 1~11 ~UBMI~ON OF A.. 1000 103 9 11 . _~..,WA ~ .SAmAe~m~m.O. ~ (NOTE: ~ ~ ~ R~ ~ 8~W~ R~ ~ ~ a ~ ~) I~ ~.~ 8~? ~ ~ln~ ~~Y~~P~ ~ ~ ~ 8ae ~ ~'E~s~ ~ ~ ~ ~ ~ (IS)~V~ ~ ' O~ ~ ~ ~ ~ ~m~e ~ ~W, ~ ~V~ ~ ~ ~ ~1 ~ ~ R~ulm Site P~am~ ~ln ~ O~ H~ (1~) Y~ F~ ~ W~? NOTE: IfAnyAnswm'toQuestJonsOnethn)ughNIneliAnmveredwltheCl,~ckMiWlntheBox, 18tmm-Wlter, Gmclhw, DrllMge & ~n Control Plan Ii PJqulred end Idust be Submtlted for Revbw Prior to biuence M~ B~ ~ Does ~hls pn3~mt meet the minimum standards fo~ d~ m an Ag~dtul~l Proje~? Note: If You Answec~d Yes to this Que~lon. i 8tomtMl~r. GridS. Drahlage & Eroslo, C4xlf~ol Plan is NOT Requtmdl -- -- STATE OF NEW YORK, COUN']~ OF .....,SllffOlk ......................... SS ~ I ......... ~i~ ~. ~.[ii~.......: ................................. ~ ~ ~m, ~ ~d ~ ~ h~ ~ ~e ~ f~ P~ ~"~~) GO~ D. BUSH ~d ~t h~shc is ~c architect , N~ P~, ~ ~ ~ Yo~ ........................ ; .................................................................................. ~:~~ ........................ (~' ~'~ ~'~) ~er ~or .p~e of ~c ~ner of ~e~,, ~d~ d~y au~o~ W .d~ ~~'~ m FORM - 06/07 Town Hall Annex 54375 Main Road P.O. Box 1 I79 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 BUILDING DEPARTMENT TOWN OF SOUTHOLD July 24, 2012 William Schwartz 448 W 23rd St NewYork, NY 10011 Re: 3210 Little Neck 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. (All permits involving plumbing after 4/1184) __ Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. __ Final Landmark Preservation approval. BUILDING PERMIT: 36479 - Addition/Alterations SCT~# iO00-- t o~ _ C] _ Property Address: ~ iLI 0 Subdivision: 'OateSubmitted: ~-6--ll OateReviewed: 6--lt["--II Estimated Cost: ~ Zone: ~--q{-o Conforming? ~ Pre C0s?_ City: BP Building Permits (Open/Expired): BP__-Z / C/0 7_,- , Info: __ -Z / C/0 Z- ., Info: BP . -Z / C/0 Z-__., Info: BP__-Z / C/0 Z- ,Info:. BP -Z / C./0 Z- ,Info:.. Single & Separate Search Required? Y o etermination: '-- ~'CoR t~,~q~:trr:~ P,.EQ. LotSize: ~ ACT. LotSize: ~'~-~o REQ. LotCov. ~'~ ACT: Lot Cov. RBQ. Front .~0 ACT. Front t~3 o REQ Side /.5~ ACT. Side ..~3'~ REQ. Rear .~'o PROP. Rear ,.~,_.~ REQ. I~eilght,. ,~Y ACT. Height ~9--.J" R~.JeTHStb~.$3~ ACT 77 Waterfront.~r ~ ~ ~o*"L) ~&~iL~g~) W-od/~-d~x.~CO.4a~,o'a~ If yes, water body: ~'~ c~-~Panel# "~"'-Flood Zone: Bulkhead/Bluff Distance: ADDITIONAL APPROVALS REQUIRED ?k,~ ~/$ (hr) St~t~, ~,n/_£O /~-$uRyt[¥ ~ Suffolk County Health: Y o~- If yes, *Bed# *Date: / / *Permit#: Town Septic: Y-hi - If no, certfficatlon reqmred: Y or N Received: Y or N By: NYS DEC: ~-o~c ~nas Y c~ Date: or NJ Letter - Notes: Southold Trustees: Y or(~)- Date: /__ __ or NJ Letter - Notes: Southold ZBA: Y o/~- Date: __/__ - Notes: Southold Planning: Y or~- Date: / / / Permit #: Permit #: Permit#: Permit #: - Notes: Town Landmark C of A: Y or N DTE: Notes: / *NYS CODE ~_ompliance (page 2): Y or N _ _ Fee Structure: Calculation: Foundation: First Floor: Second Floor: Other: Total: x,.q-o =, 1337,6o O SF 3"~ ~'t~ + Initial Fee: $ ~LOO , OO ~-g I[,2. SF tlt'~. SF + Addition.al Fee ( .): $ ~ SF SF X $. + Initial Fee: $ ¢ oF o ~'~~'H--~'-O, oO+ Additional Fee ( ): $ RS 8tlll. T g~ O TOTAL:$ 1'°~"37't~O 3 3 __hCSF NEW YORK STATE CODE COMPLIANCE CHECICLIST CLIMATIC/GEe GRAPHIC DEs ION CRITERIA: · Grolmfl Snow Load: ~0 Weathering: Severe __ ,'Fr°st Depth: 36" __ Design Temp: 11 . · Ice Shield Underlay: YES ~ USE/OCCUPANCY CLASSIFICATION: ' HEIGI:IT/FIRE AREA: TYPE OF CONSTRUCTION: ' , ,r. DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FILAMING DESIGN ELEMENTS: y/N HEADERS: Y/N WALL sTUDs: Y/N CEILING JOISTS: Y/N FLOOR JOISTS: YfN LUI~BER SPECIES AND GtLhDE: Y/N Wind Speed; I20MPH__ Seismic Design Category.~ B . Termite: 1?I-H' ' Decay: S-I~I Flood Hazai'ds: GIILDERS: Y/N ROOF ILAFTERS: Y/N WINDOw AND DOOR SCHEDULE: 1VIISS LE TEST 1LEQUIREMENTS: Y/N EGRESS 5.7 S.F.: ¥/N LIGHT 8%: Y/N ~rENT 4 %: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/lq MEANS OF EGRESS: Y/N PLUMBING I~SER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERT~ICATION: Y/N ENERGY CALCS'~ (R~$¢.~_cK) o'a-o IV TOTAL COMPLIENCE? YIN (RETURN TO PAGE ONE) REScheck Software Version 4.4.1 Compliance Certificate Project Title: Alteration to Schwartz Residence Energy Code: 2010 New York Energy Conservation Construction Code L.oca~on: Suffolk County, New York Cone~uc~Jon Type: Detached t or2 Fandly Project Type: Ac~lltlolt/Alteratloll Heating Type: Non-Electric Heating Degree Days: 5750 Climate Zone: 4 Construction Site: 3218 Little Nect( Road Cutchngue, NY 11935 Owner/Agent: wialam & Paggy Schwaflz 3218 Lltye Neck Road Cutchogue, NY 11935 Compliance: 1.0% Belter Than Code Maximum UA: 99 Your UA: 98 Designer/Contractor. Hideald Nllzumt studio sro architects 651 West Main street Rived~eed, NY 11901 Ceiling 1: Flat Caltlng or Sc~sor Truss Calling 2: Flat Calling or Sctmlor Truss Floor 1: AJkWood ~russ:Ovor Unconditioned Space Wall 10: Wood Frame, 16" o.c. Wall 11: Wood Frame, 16" o.c. DOOr 5: Gtass Wall 12: Wood Frame, 16" o,c. Wall 16: Wood Frame, 16' o.c. Window 23: Wood Frame:DoubM Pane with Low-E Wall 17: Wood Frame, 16' o.c, Wall 18: Wood Frame, 16" o.c. Wall 19: Wood Frame, 16- o.c. Window 24: Wood Frame:Double Pane wifft Low-E Window 24 copy 1: Wood Frame:Double Pane wl~ Low-E Wall 20: Wood Frame, 16- o.c. Wall 21: Wood Frame, 16' o.c. Door 7: Glass 341 0.0 38.0 9 173 38.0 0.0 5 173 30.0 0.0 6 18 19.0 0.0 1 163 19.0 0.0 4 104 0.280 29 18 19.0 0.0 1 73 19.0 0.0 4 12 0.280 3 3 19.0 0.0 0 37 t9.0 0.0 2 t90 19.0 0.0 10 12 0.280 3 12 0.280 3 26 19.0 0.0 2 128 t9.0 0.0 5 39 0,280 11 Construction Code requirements in REScheck Version 4.4.1 and to comply with the mendato~/requiraments I I s t'"'"'~ d in the REScheck I~ Checklist. ,,m, . r~, ~-~'.~r ¢ c~ ~ " PROJECT: Renovation to Schwartz Residence William and Peggy Schwartz 3218 Lirtle Neck Road Phone: 2122428074 e-mail peggy313~.aol com Sde Address 3218 Lirtle Neck Road Cutchogue, NY 11935 Tax Map # 1000 103-9-11 archdect: studio a/b architects 651 WEST MAIN STREET RIVERHEAD, NY 11901 T 631 591 2402 e-maik mfo@studioabarchitects cem SUMMARY OF WORK THE SUMMARY O, VORK SHALL INCLUDE BUT IS NOT LIMITED TO 1 1 REPLACE EXISTING SUSPENDED CEILING IN~ WiTH 518" TYPE X GWB 1,2 INSTALL INSULATION ON THE FLOOR CONSTRUCTION, WHERE NONE EXISTS 2,1 RECONFIGURE SOUTH SECTION TO BE NEW KITCHEN, LAUNDRY, AND P.~OWDER RQO-M (EXISTING STUDY WILL BE RELOCATED TO THE NORTI-~SECTION) 2,2 IN THE CENTER SECTION, ELIMINATE EAST PARTITION, REPLAC.._~[E SPIRAL STAIRCASE WITH A STRAIGHT STAIRCASE 2 3 EXTEND L VING SP.P.P.P.P.P.P.P.P.~E WHERE CURRENTLY SUN ROOM IS ATTACHED 2 4 RECONFIGURE NORTH SECTION MIDDLE AREA AS A WALK-IN CLO3b 2 7 R~PA!R.~EXISTING SKYLI?HT ABOVE TH~ KITCHEN 3. SECOND FLOOR ALTERATION 3.1 ADD ONE ROOM ON THE NORTH SECTION (TOTAL N_UMBER OF BEDROOMS TO BE REDUCED FROM ~ 3 IN NORTH WING AND 1 ON THE 2FL, TO THREE, 1 IN NORTH WINGT~D 2 ON 2FL), INCL~IDING-A BATHROOM 3.2 RECONFIGURE HALLWAY RELATED TO THE NEW STAIRASE AND GUEST ROOM 4. REPLACE ALL WALL SIDING 5 NEWAIRCONDITIONING SYSTEM 5 1 INSTALL SPLIT NC SYSTEMS 6. ALL RELATED PLUMBING, HEATING, VENTILATION~ AND ELECTRICAL WORK 7. REBUILD TIMBER RETAINING WALL AT THE DRIVE WAY RAMP ACCESSING THE BASEMENT GARAGE THE OWNER RETAINS THE R~GHT TO INCLUDE OR REMOVE ANY ITEMS ABOVE FROM THE CONTRACT. OPTIONS THE FOLLOWING ARE OPTIONAL BID iTEMS, PLEASE PROVIDE SEPARATE ESTIMATES ADDING OR SUBTRACTING FROM THE BID PRICE FOR EACH ITEM. THE OWNER WiLL DECIDE FINAL INCLUSION OR NOT IN CONTRACT OPT. 1 OMIT LIVING ROOM EXTENSION (EXISTING SUN ROOM TO REMAIN) OPT. 2 OMIT SCREENED PORCH ADDITION GENERAL NOTES: THE FOLLOWING NOTES SHALL APPLY THROUGHOUT. EXCEPTIONS ARE SPECIFICALLY NOTED ON EACH DRAWINGS. 1 ALL WORK OF THIS CONTRACT SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NEW YORK STATE (NYS) RESIDENTIAL CODE NYS ENERGY CONSERVATION CONSTRUCTION CODE NYS FIRE CODE NYS PLUMBING CODE NYS MECHANICAL CODE NYS FUEL GAS CODE APPLICABLE SUFFOLK COUNTY HEALTH REGULATIONS AND STANDARDS TOWN OF SOUTHOLD REGULATIONS OTHER AGENCIES HAVING JURISDICTION ON THE WORK OF THIS CONTRACT, 2. DRAWINGS ARE NOT TO BE SCALED, USE DIMENSIONS ONLY, ALL DIMENSIONS AND CONDITIONS SHOWN AND ASSUMED ON THE DRAWINGS MUST BE VERIFIED AT THE SITE BY THE CONTRACTOR BEFORE ORDERING ANY MATERIAL OR DOING ANY WORK. ANY DISCREPANCIES IN THE DRAWINGS AND SPECIFICATIONS SHALL BE REPORTED TO THE ARCHITECT. NO CHANGE IN DRAWINGS OR SPECIFICATIONS IS PERMISSIBLE WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT/ENGINEER. NO WORK SHALL PROCEED UNTIL SUCH DISCREPANCY HAS BEEN RECTIFIED. 3. THE ARCHITECT HAS INDICATED AND ESTIMATED CERTAIN CONDITIONS EITHER NOT SHOWN OR NOT CONSIDERED RELIABLE ON OLDER DRAWINGS FURNISHED TO THE ARCHITECT, OR NOT MEASURABLE DUE TO ABSENCE OF DRAWINGS, OR INACCESSIBLE TO VERIFY IN THE FIELD PRIOR TO PREPARING THE DRAWINGS. 4 ALL WORK ON THESE DRAWINGS SHALL BE CONSIDERED NEW WORK WHETHER STATED OR NOT, EXCEPT WHERE SPECIFICALLY NOTED AS "EXISTING TO REMAIN" 5. COORDINATION OF ALL WORK UNDER THiS CONTRACT SHALL BE MAINTAINED TO ENSURE THE QUALITY AND TIMELY COMPLETION OF THE WORK/PROJECT. 6. THE CONTRACTOR SHALL DISCONNECT AND/OR REMOVE ANY EXISTING PLUMBING, ELECTRICAL FIXTURES, WIRE CONDUITS, OR OTHER WORK WHICH MIGHT INTERFERE WITH THE WORK OF THIS CONTRACT. 7. THE CONTRACTOR SHALL PATCH AND REPAIR ALL DAMAGED OR EXPOSED SURFACES DUE TO CONTRACT WORK ALL NEWLY INSTALLED, PATCHED WORK AND ALL AFFECTED AREAS SHALL BE FINISHED SO THAT THE ENTIRE HORIZONTAL OR VERTICAL SURFACE TO THE CLOSEST CORNER IN ALL FOUR DIRECTIONS MATCHES SCHEDULED CONDITIONS, 9. FURNISH ALL NECESSARY NEW MATERIALS AT NO ADDIITIONAL COST TO THE CLIENT FOR THE FOLLOWING CONDITIONS: a) ANY ALREADY COMPLETED WORK THAT HAS BEEN REMOVED OR DAMAGED IN ORDER TO PERFORM THE CONTRACT WORK b) TO FURNISH THE WORK OF THIS CONTRACT IN WORKMANLIKE MANNER. 9 THECONTRACTORSHALLBERESPONSIBLEFORADEQUATELYBRACINGANQ PROTECTING ALLWORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTIONS AND OFF ALIGNMENTS ACCORDING TO CODES AND STANDARDS OF GOOD PRACTICE. 10 DETAILS NOT SHOWN OR SPECIFIED BUT NECESSARY FOR PROPER AND ACCEPTABLE CONSTRUCTION INSTALLATION OR OPERATION OF ANY PART OF THE WORK AS DETERMINED BY CLIENT OR ARCHITECT/ENGINEER SHALL BE INCLUDED IN THE WORK THE SAME WAY AS IF HEREIN SPECIFIED OR INDICATED. 11. WHERE MANUFACTURER'S NAMES AND PRODUCT NUr~BERS ARE INDICATED ON DRAWINGS, IT SHALL BE CONSTRUCTED TO MEAN THE ESTABLISHMENT OF QUALITY AND PERFORMANCE STANDARDS OF SUCH ITEMS ALL OTHER PRODUCTS MUST SE SUBMR-[ED TO THE ARCHITECT FOR APPROVAL BEFORE THEY SHALL BE DEEMED EQUAL, 12 FIRE STOPPING SHALL BE INSTALLED AT ALL PENETPJ~'TIONS OF FIRE RATED CONSTRUCTION AS PER SPECIFICATIONS 13. SIZE OF MASONRY UNITS AND WOOD MEMBERS ON PLLANS, BUILDING ELEVATIONS AND SECTIONS ARE SHOWN AS NOMINAL SIZE 14. DIMENSIONS ON PLANS ARE INDICATED FROM SURFACE TO SURFACE BETWEEN WALLS, PARTITIONS AND OTHER ITEMS EXCLUSIVE OF FINISHES, UNLESS NOTIED OTHERWISE 15 PROVIDE GUARDS, RAILS, FENCES, CATCH PLATFORMS, DECKING, NIGHT LIGHTING, ETC, AS REQUIRED BY THE REGULATING AGENCIES TO PROVIDE A~DEQUATE PROTECTION. 1~. TH~ CONTRACTOR SHALL KEEP WORK SITE FREE FROIM DEBRIS AND ACCUMULATED REFUSE, AND SRALL HAVE SOLE RESPONSIBILITY FOR PROTECTING ALL DANGEROUS AREAS FROM ENTRY BY UNAUTHORIZED PARTIES. SITE WILL SE LEFT BROOM CLEAN AT THE END OF EACH WORKING DAY 17. THE CONTRACTOR SHALL MAINTAIN FREE AND UNOBS,TRUCTED ACCESS FROM ALL SPACES AND ADJACENT SPACES THE EXTERIOR OF THE BUILDING AT A~LL TIMES. 18. THE CONTRACTOR SHALL, UNLESS OTHERWISE PROVIIDED IN THE CONTRACT DOCUMENTS, SECURE AND PAY FOR REQUIRED INSPECTIONS, PERMIT(S), FEES, LICENSE AND INSPECTIONS NECESSARY FOR THE PROPER EXECUTION OF THE WORK~ 19. MINIMALIZATION, SEPARATION, AND RECYCLING OF W/ASTE ARE ENCOURAGED 20. ADDITIONAL NOTES WHICH ARE APPLICABLE TO THE PIROJECT MAY BE FOUND THROUGHOUT THE CONTRACT DOCUMENTS. 21. COPYRIGHT © 2011, STUDIO A/B ARCHITECTS THE ARCHITECTURAL DESIGNS AND DRAWINGS ARE THE IPROPERTY OF STUDIO NS ARCHITECTS AND WERE PREPARED AS AN INSTRUMENT OF SERVICE TO THIE OWNER AT HIS/HER REQUEST. THEY MAY NOT BE DUPLICATED OR USED IN PART OR IN WHOLE FOR ANY~ OTHER LOCATION, PURPOSE, PROJECT OR OWNER WITHOUT THE EXPRESS, WRI~FEN CONSENT OF STUDIO NB ARCHITECTS CONTROLLED INSPECTIONS: CONTROLLED INSPECTIONS AND TESTING AS REQUIRED BY THE DOCUMENTS, CLIENT AND THE SOUTHOLD BUILDING DEPARTMENT TH~ CONTRACTOR MUST NOTIFY THE ARCHITECT OR ENGINEER FOR CONTROLLED INSPECTIONS AT LEAST 72 HOURS BEFORE THE SPECIFIC WORK COMMENCES SITE SAFETY AND PROTECTION NOTES: f, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SAFETY ISSUES, MEETING ALL JURISDICTIONAL AND OSHA REQUIREMENTS, 2, SITE SAFETY PROTECTIONS SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO, EGRESS, SCAFFOLDING, FIRE PROTECTION, TRIP HAZARDS PROTECTION, ETC THEY S~HOULD ADDRESS ANY POTENTIAL INTERACTION BETWEEN THE EXISTING USE, GENERAL PUBLIC AND EXPIOSURE TO THE CONSTRUCTION PROCESS BUILDING DEPARTMENT NOTES: THE FOLLOWING NOTES SHALL APPLY THROUGHOUT ALL WORK SHALL BE EXECUTED IN FULL COMPLIANCE WITH THE APPLICABLE PROVISIONS OF ALL LAWS, BY-LAWS, STATUTES, ORDINANCES, CODES, RULES, REGULATIONS, AND LAWFUL ORDERS OF PUBLIC AUTHORITIES BEARING ON THE PERFORMANCE AND EXECUTION OF THE WORK. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE TOWN AND ARCHITECT/ENGINEER OF ANY PORTIONS OF THE WORK IN THE CONTRACT DOCUMENTS THAT ARE AT VARIANCE WITH THE ABOVE. 2. ALL MATERIALS, ASSEMBLIES, FORMS METHODS OF CONSTRUCTION AND SERVICE EQUIPMENT SHALL MEET THE FOLLOWING REQUIREMENTS a) THEY SHALL HAVE BEEN ACCEPTABLE TO THE SOUTHOLD BUILDING DEPARTMENT b) THEY SHALL HAVE BEEN ACCEPTED FOR THE USE UNDER THE PRESCRIBED TEST METHODS BY THE REGULATING AGENCIES 3 MATERIALS OR ASSEMBLIES REQUIRED TO HAVE A FiRE RESISTANCE RATING SHALL COMPLY WITH ONE OF THE FOLLOWING a) THEY SHALL CONFORM WITH EITHER THE APPLICABLE CODES OR b) THEY SHALL HAVE BEBN TESTED IN ACCORDANCE WITH ASTM E119, STANDARD METHODS OF FIRE TESTS OF BUILDING CONSTRUCTION AND MATERIALS AND ACCEPTED BY THE SOUTHOLD TOWN BUILDING DEPARTMENT (OR) c) THEY SHALL HAVE BEEN ACCEPTABLE PRIOR TO THE EFFECTIVE DATE OF THE CODE. 4, ALL MASONRY UNITS SHALL CONFORM TO THE BUILDING CODE, 5 THE CONTRACTOR SHALL OBTAIN EQUIPMENT USE PERMITS REQUIRED iN ACCORDANCE WITH THE BUILDING CODE. 9, ALL NEW INTERIOR WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASSIFICATION OF NOT GREATER THAN 200, SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450, AS PER SECTION R315 (NYS RESIDENTIAL CODE), 7, ALL NEW THERMAL AND SOUND-INSULATING MATERIALS SHALL COMPLY WITH SECTION R316 (NYS RESIDENTIAL CODE) 8 THE CONTRACTOR IS RESPONSIBLE FOR FILING APPLICATION AND OBTAINING PERMITS FOR SCAFFOLDING, ANY OTHER CONSTRUCTION EQUIPMENT OR PUBLIC PROTECTIVE REQUIRED TO ENSURE SAFETY OF OPERATION. ZONING: ZONED: R40 LOT AREA ................ LOT WIDTH .................. LOT DEPTH .................... FRONT YARD ................ 1 SIDE YARD ................. 2 SIDE YARDS .................. REAR YARD ....................... LIVABLE FLOOR AREA ....... REQ 40,000 .............. 150 ..................... 175 ................. ACTUAL/PROPOSED 92,220+/- AS EXISTING 135+/- AS EXISTING 778+/- AS EXISTING 130+/% AS EXISTING 35+/- AS EXISTING 776+/- AS EXISTING 530+E AS EXISTING 2,760 +/- FLOOR AREA ...................................... BUILDING AREA ....................................... COVERAGE ......... HEIGHT IN FEET, . HEIGHT IN STORY ......... 20% MAX ......... ......... 35 MAX ............. ...... 2 1/2 MAX ....... 4,214 3,214 AS EXISTING, HOUSE AND DECKS 250+/- EXISTING POOL HOUSE 300+/- EXISTING POOL 4%+/- 22,5 2 AS EXISTING CODE COMPLIANCE: I) Use(s) and Occupancy Classification(s), Single Famdy Residence 2 ) Height and Pre Area 22 5', 2 stories, as existing; Fire Area n/a 3,) Type of Construction Type VB, 2x4 (as exishn9) and 2x6 (addition) plafiorm construction 4,) Structural Design criteria; Engineered 5,) Framing elements, See Structural Drawings 6 ) Design Icad calculations See Structural Drawings 7,) Glazing protection: Required {W~nd Speed 110 mile zone, 0 3 mile (<1 mite) to coast hne) Provide Hurricane resistant rated windows and/er protection panels, as per Window and Door Schedule 8.) Load paths from roof to foundation' See Structural Drawings 9.) Nailing and/or conne©mn schedule, framing detads: See Structural Drawings 10.) Means of Egress (R310 Emergency Escape & Rescue Openings) See W~ndow Schedule and Floor Plans 11.) Plumbing dser diagram: See M01 12 ) Location of fire protection equipment, i,e. smoke alarm; See Electrical Drawings 13 ) Truss design drawings with certification: n/a 14.) Energy calculations from design professional: Rescheck certificate is attached OTHER REGULATORY REQUIREMENTS: Health Depadment: Not Required, Numbers of bedrooms are to be reduced DEC. Not Required Board of Trustee Not Required Planning Board: Not Required LOCATION MAP: PROJECT SITE LIST OF DRAWINGS: 1/17 T.01 2/17 A.01 3/17 A.02 4/17 A.03 5/17 A.04 6/17 A.05 7/17 A.06 8/17 A.07 9/17 A.08 10/17 A.09 11/17 A.10 12/17 A.11 13/17 S.01 14/17 S.02 15/17 S.03 16/17 M.01 17/17 E,01 TITLE SHEET Site Plan, Demolition Plans Basement and First Floor Plans Second Floor and Roof Plans Elevations and Details Building Section 1 Building Section 2 Schedules South Section First Floor Details Powder Room and Living-Dining Details Main Staircase and 2FL Details Screened Porch Details Structural Notes Foundation & 1FL Decking Layouts 2FL & Roof Decking Layouts HVAC and Plumbing Layouts Electrical Layouts PLUMBING ALL PLUMI~ING WASTE & WATER L NES'NEED TESTING 'BEFORE COVERING PLUMBER CERTWJCA,TION ON LEAD'~ENT BEFORE CE, RnRC T ,,OF SOL ER USED WA TER SUP PI.. ¥ SY'STEM.C, ANNOT E, CE ED' /i oOF ' I .LEA RESIDENTIAL ENERGY EFFICIENCY NOTES: 1. ALL CONSTRUCTION SHALL COMPLY WITH NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE (NYSECCC). ACCESS DOORS FROM CONDITIONED SPACES TO UNCONDITIONED SPACES SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE iNSULATION ON THE SURROUNDING SURFACES. (NYSECCC 402.2 3) 3 (NOT USED) 4, BUILDING THERMAL ENVELOP SHALL BE SEALED TO LIMIT INFILTERATION AS PER SECTION 402.4.1 OF NYSEC,CC. FOLLOWING SHALL BE CAULKED, GASKETTED, WEATHERSTRIPPED OR OTHERWISE SEALED WITH AN AIR BARRIER MATERIAL, SUITABLE FILM OR SOLID MATERIAL, 1. ALL JOINTS, SEAMS AND PENETRATIONS 2, SITE-BUILT WINDOWS, DOORS AND SKYLIGHTS 3. OPENINGS BETWEEN WINDOW AND DOOR ASSEMBLIES AND THEIR RESPECTIVE JAMBS AND FRAMING. 4.UTILITY PENETRATIONS. 5.DROPPED CEILINGS OR CHASES ADJACENT TO THE THERMAL ENVELOPE. 6.KNEE WALLS. 7.WALLS AND CEILINGS SEPARATING A GARAGE FROM CONDITIONED SPACES. 8.BEHIND TUBS AND SHOWERS ON EXTERIOR WALLS 9.COMMON WALLS BETWEEN DWELLING UNITS, 10. ATTIC ACCESS OPENINGS. 11. RIM JOIST JUNCTIONS. 12. SILL PLATES AND HEADERS. FOAM PLASTIC (SPRAY FOAM INSULATION) SHALL BE PERMITTED TO BE SPRAY APPLIED TO A SILL PLATE, HEADER, AND RIM JOISTS WITHOUT THE THERMAL BARRIER AS SPECIFIED IN THE RESIDENTIAL CODE OF NEW YORK STATE, SECTION 314.4 SUBJECT TO ALL OF THE FOLLOWING: a. THE MAXIMUM THICKNES~ OF THE FOAM PLASTIC SHALL BE 31/4 INCHES. b THE DENSITY OF THE FOAM PLASTIC SHALL BE IN THE RANGE OF 0 5 TO 2 0 POUNDS PER CUBIC FOOT. c. THE FOAM PLASTIC SHALL HAVE A FLAME SPREAD INDEX OF 25 OR LESS AND AN ACCOMPANYING SMOK~ DEVELOPED INDEX OF 450 OR LESS WHEN TESTED IN ACCORDANCE WITH ASTM E84. 13. OTHER SOURCES OF INFILTP~TION 5. BUILDIING ENVELOPE AIR TIGHTNESS AND INSULATION INSTALLATION SHALL BE DEMONSTRATED BY EITHER NYSECCC 402.4 2.1 TESTING OPTION, 402.4.2 2 VISUAL INSPECTION OPTION. 6. RECES~SED LUMINAIRES INSTALLED iN THE BUILDING THERMAL ENVELOPE SHALL SE SEALED. ALL RECESSED LUMINAIRES SHALL BE lC-RATED. (NYSECCC 402.4.3) 7 EXCEP~T SITE-BUILT WINDOWS, SKYLIGHTS AND DOORS, WINDOWS, SKYLIGHTS AND SLIDING GLASS DOORS SHALL HAVE AN AIR INFILTRATION RATE OF NO MORE THAN 0.3 CFM PER SQUARE FOOT, AND SWING/lNG DOORS NO MORE THAN 0.5 CFM PER SQUARE FOOT, AND LABELED BY THE MANUFACTURER. (NYSECCC4024.4) MECHANICAL 8. SUPPL'Y DUCTS IN ATTICS SHALL BE INSULATED TO A MINIMUM OF R-8. ALL OTHER DUCTS SHALL BE INSULATED TO A MINIMUM OF R~5, EXCEPT DUCTS OR PORTIONS THEREOF LOCATED COMPLETELY INSIDE THE BUILDING THERMAL ENV~'OPE. (NYSECCC 403.2.1 ) 9. ALL DUJCTS, AIR HANDLERS, FILTER BOXES AND BUILDING CAVITIES USED AS DUCTS SHALL BE SEALED, COMPLYING WITH SECTION M1601.3.1 OF THE RESIDENTIAL CODE OF NEW YORK STATE, OR, IN NEW YORK (CITY, THE NEW YORK CITY CONSTRUCTION CODES. (NYSECCC 403.2.2) 10 MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING FLUIDS ABOVE 105"F (41"C) OR BELOW 55'F (13'C) SHALL BE INSULATED TO A MINIMUM OF R-" {NYSECCC 403,3) 11 OUTDOOR AIR INTAKES AND EXHAUSTS MECHANICAL VENTILATION SHALL HAVE AUTOMATIC OR GRAVITY DAMPERS THAT CLOSE WHEN THE VENTILATION SYSTEM IS NOT OPERATING (NYSECCC 403.5) 12. HEATING AND COOLING EQUIPMENT SHALL BE SIZED tN ACCORDANCE WITH ACCA MANUAL J OR SIMILAR SECTION OF THE RESIDENTIAL CODE OF NEW YORK STATE. (NYSECCC 403.6) PLUMBING 13. ALL CIRCULATING SERVICE HOT WATER PIPING SHALL BE INSULATED TO AT LEAST R-2. CIRCULATING HOT WATER SYSTEMS SHALL INCLUDE AN AUTOMATIC OR READILY ACCESSIBLE MANUAL SWITCH THAT CAN TURN OFF THE HOT WATER CIRCULATING PUMP WHEN THE SYSTEM IS NOT IN USE, (NYSECCC 403.4) ELECTRICAL 14. A MINIMUM OF 50 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFICACY LAMPS. (NYSECCC 404.1 ) ABBREVIATIONS: AFF ABOVE FINISHED FLOOR H OR HT HEIGHT ALUM. ALUMINUM H.P. HIGH POINT & AND HDWD HARDWOOD APPROX. APPROXIMATELY HVAC HEATING VENTILATING AND ARCH. ARCHITECT AIR CONDITIONING @ AT HORZ. HORIZONTAL BLD'G BUILDING ICMU INSULATED CONCRETE MASONRY B.C. BOTTOM OF UNIT CJ. CAST IRON INSUL. INSULATION CL CENTER LINE INT. INTERIOR CLG. CEILING L,F, LINEAR FOOT CLO. CLOSET L P LOW POINT CMU CONCRETE MASONRY UNIT MAT, MATERIAL COL. COLUMN MAX. MAXIMUM CONC, CONCRETE MECH, MECHANICAL CENT, CONTINUOUS MIN. MINIMUM C,J. CONTROL JOINT MTD, MOUNTED OCR CORRIDOR MTL METAL CU,FT CUBIC FEET N I C. NOT IN CONTRACT CU.YD. CUBIC YARD NO NUMBER DET DETAIL NOM, NOMINAL DIA DIAMETER NTS, NOT TO SCALE DIM. DIMENSION PLY PLYWOOD DIM DIMMER O,C, ON CENTER DR, DOOR R RADIUS DWG DRAWING RAIL'G RAILING EJ. EXPANSION JOINT REINF REINFORCING ELEV, ELEVATION P.D. ROOF DRAIN ELEC ELECTRIC REQD, REQUIRED ENT. ENTRY RM ROOM EQ, EQUAL SF SQUARE FEET EQUIP, EQUIPMENT SIM. SIMILAR EXIST EXISTING SPEC. SPECIFICATION EXT. EXTERIOR S.E STAINLESS STEEL FF FINISHED FLOOR STD. STANDARD FIN, FINISH QR FINISHED STL. STEEL FL. FLOOR TEL. TELEPHONE FLASH'G FLASHING TH, THICKNESS F P. FIRE PROOFING T,O. TOP OF FT FEET DfP. TYPICAL GA GAUGE U.O.N. UNLESS OTHERWISE NOTED GALV. GALVANIZED V I.F. VERIFY IN FIELD G.C, GENERAL CONTRACTOR W WIDTH GL. GLASS W/ WITH GWB GYPSUM WALL BOARD WD WOOD W.R.B. WATER RESISTIVE BARRIER studio a/b architects 651 West Ma~n Street, Riverhead, NY 11901 631 591 2402 631 323 1426 info@studioabarchitects com William and Peggy Schwartz 3218 Little Neck Road Cutchegue, NY 11935 Phone: 2122428074 e-mail peggy313@aol com ELECTRICAL INSPECTION REQUIRED APPROVED AS NOTED NOTIFY BUILDING DEPARTMENT AT 765-f802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - ~ REQUIRED FOR POURED CONCRE~ 2 ROUGH- F~I~, PLU~, ST~PPING, ELECTRIC~ ~ C~l~ 3. I~ 4. FIN~- ~N~ &~ Description Date RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE PROJECT SCHWARTZ Residence TITLE SHEET Project number 1054 Date 6/4/11 Drawn by HA Checked by GB -I'.01 Scale AS indicated studio a/b architects ' ~ -' ........ "~'~ I, info~studiaabarchitects,com Schwa~z ~ EXISTING C~WL SPACE TO ~EMAIN H ~ ~ ~ ',,.~ ~ ~ROOM2::-- ~ROOM~] ............... 3218 Li~le Neck Road I ~1111'11~1 ~ e-maih peggy313~aoLcom %-EXI, ,lNG CRAWL SPACE TO ~ ~IN~ ~  ~D~ ~ ............ ~ ................ Z' 'qhl D No. Description __ Date ~lan ~ Plan ' ' ~0 O~ ~ O ~¢ TO BE DEMOLISHED ' ,,, ~ [ ,_;_} , -- ~,STINGPAVED~MP~ - -' ~ ~ SCHWARTZ ' A i~ REBU&D t MBCR CETAIN'ING WALLS I I I I ~ ~ ~~~,~. Site Plan, Demolition ~ ~ ~ Plans Scale As indicated 0 0 0 EXISTING CRAWL SPACE NEW CRAWL SPACE I O O O o O o EXISTING BASEMENT EXISTING CRAWL SPACE EXISTING SPIRAL E :EXISTING G~RAGE.[~OOR . ' (~) Basement Plan 1/8" = 1'-0" EXISTING WINDOW WALLED -- NEW 4X4 LSL COLUMN EXISTING EXTERIOR SHOWER ENCLOSURE NEW 4X4 LSL COLUMN \7'- 0" TO BE REMOVED AND INSTALL T&G HORIZONTAL PANELING ON --E~ISTING SLIDING DOOR DEMOLISHED FOR OPENING 14'-11 1/2"+/-< (-~.~ir~Floor Plan <A 0'- 4 1/2" NEW 4X4 LSL COLUMN ON NEW 2-2X12 HEADER ON EXISTING WINDOW 7'-11 3/4" +/- 0'-4 1/2" 10'- 9 3/4" +/- ~1/2" 11'-4" +/- NEW 4X4 LSL COLUMN SHELVES NEW 4X4 [rSL COLUMN up REF. 9 EXISTING SIDING TO BE REMOVED AND INSTALL T&G HORIZONTAL EXISTING PANELING ON FIREPLACE EXISTING SHEATHING NEW INTERIOR PANELING ON 1/2" SHEATHING oW~LE~/~2S~[~EwALL ~CONTINUED FROM EXI TING WALL DEMOLISHED NEW LSL 4X4 NEW (3)-2X4 COLUMN REF. Basement Hallway Staircase 4 DN 0 ® studio a/b architects 651 West Main Street, Riverhead, NY 11901 631 591 2402 631 323 1426 info@stud~oabarch~tects.com William and Peggy Schwartz 3218 Little Neck Road Cutchogue, NY 11935 Phone' 212 242 8074 e-maik peggy313@aol com No. Description Date - SCHWARTZ Residence Basement and First Floor Plans Project number 1 054 Date 6/4/11 Brawn by HA Checked by GB NOTES 1, ~ INDICATES EMERGENCY ESCAPE RESCUE OPENING 2. GRIDS FOLLOW FINISHED INTERIOR SURFACE OF EXISTING WALLS 3. SEE A 07 FOR FOLLOWING SCHEDULES FOR KEYED iTEMS WALL TYPES DOOR AND WINDOW SCHEDULE 4. SEE ALSO A.07 FOR OTHER SCHEDULES: EXTERIOR FINISH SCHEDULE ROOM FINISH SCHEDULE INSULATION SCHEDULE A.02 scale As indicated Floor Plan 1'-0" NOTES 1, ~ INDICATES EMERGENCY ESCAPE RESCUE OPENING GRIDS FOLLOW FINISHED INTERIOR SURFACE OF EXISTING WALLS 3, SEE A.07 FOR FOLLOWING SCHEDULES FOR KEYED ITEMS' WALL TYPES DOOR AND WINDOW SCHEDULE 4 SEE ALSO A.07 FOR OTHER SCHEDULES EXTERIOR FINISH SCHEDULE ROOM FINISH SCHEDULE INSULATION SCHEDULE 5'-10" ~v 24' - 4 1/2" Guest Roc~m 2 EXISTING CHIMNEY Guest Room 1 11 16 2FL -4( 1room 14 Linen Cloet ~ A~q'lC C .OSET 33' - 2 1/2" +/- 6' - 1" +/- FILLED AND PATCHED EX STAIRCASE WELL (DIRECTION OF THE FLOORING PATCH SHOULD MATCH EXISTING, DIAGONAL PATTERN IS FOR MARKING PURPOSE ONLY) EXISTING LOW SLOPE ROOF (1FL) EXTEND NEW WATERPROOFING MEMB ON EXISTING ROOFING WITH TAPERED CANT STRIP FOR ADJUSTING GAP NEW LOW SLOPE EPDM ROOF -- OVER REBUILT SUNROO~V (1 FL) NEW SKYLIGHT EXISTING EXISTING 3"/12" +/- ROOF 9"/12" +1- ROOF NEW 3"/12" +/- ROOF ASPHALT SHINGLES ON 2-LAYERS 15LB ASPHALT FELT OR BETTER NEW 9"/12" +/- ROOF ASPHALT SHINGLES INSTALL WATERPROOFING MEMB. ALONG EDGES MIN 3' WIDE EXISTING LOW SLOPE ROOF (1 FL) NEW DORMER ROOF EPDM 1/4" PER A FOOT NEW LOW SLOPE ROOF OVER SCREENED PORCH EPDM EXISTING SKYLIGHT GLAZING TO BE REPAIRED EXISTING LOW SLOPE ROOF (1 FL} II (~) Roof Plan 1/8" = 1'-0" studio a/b architects 651West Mam Street, Riverhead, NY 11901 631 591 2402 631 323 1426 mfo@stud~eabarchite~s com William and Peggy Schwartz 3218 L~Ele Neck Road Cutchogue, NY 11935 Phone: 212 242 8074 e-mail peggy313@aol.com Description Date PROJECT SCHWARTZ Residence Second Floor and Roof Plans Projectnumber 1054 Date 6/4/d 1 -- Drawn by HA Checked by GB A.03 Scale AS indicated EXISTING ROOF EXISTING WALL REPLACE SIDING W/ lX6 CEDAR T&G V-GROOVED VERTICAL SIDING BLEACHING OIL EXISTING WINDOW (~). East 1/8" = 1 '-0" NEW DORMER NEW WALL 1X6 CEDAR T&G V-GROOVED HORIZONTAL SIDING NEW ROOF STAINED NEW DORMER EXISTING WALL REPLACE SIDING W/ FASCIA AND SOFFIT TO 1X6 CEDAR T&G MATCH EXISTING V-GROOVED NEW WALL HORIZONTAL SIDING 1X6 CEDAR T&G STRAIGHT STAINED EDGE VERTICAL SIDING BLEACHING OIL EXISTING ROOF NEW WINDOW EXISTING LOW SLOPED ROOF NEW WINDOW REPLACE SIDING W/1X6 CEDAR T&G SIDING, BLEACHING OIL NEW FIXED FRAME, TYF.-- NEW DOOR EXIST STAINED EXISTING WINDOW TYp NEW WINDOW TO MATCH EXISTING EXISTING WINDOW TYP (~) North 1/8" = 1'-0" NEW ROOF NEW STEPPED FASCIA TO MATCH EXISTING NEW WALL lX6 CEDAR T&G V-GROOVED HORIZONTAL SIDING STAINED CONTINUOUS FLASHING EXISTING ROOF NEW WALL lX6 CEDAR T&G V-GROOVED HORIZONTAL SIDING STAINED EXISTING EXTERIOR SHOWER ENCLOSURE RAILING POST AND RAIL 4X4 CEDAR BLEACHING OIL, TYP. NEW DORMER ROOF ASPHALT SHINGLES ON MIN. 2-LAYERS 15LB ASPHALT FELT ON 5/8" PLYWD SHEATHING SEE DWG2 A.05 FOR ICE SHIELD NEW ASPHALT SHINGLE ON MIN 18LB ASPHALT FELT ON 5/8" PLYWD SHEATHING RIDGE VENT ASS[ RAFTER TIES R3S BA3q' INSULATION CONTINUOUS OVER CEILING JOISTS "/12" SOFFIT VENT ASSEMBLY NEW ROOF WINDOW TRIM TO MATCH EXISTING NEW DOOR NEW WALL 1X6 CEDAR T&G V-GROOVED VERTICAL SIDING BLEACHING OIL EXISTING WALL -- REPLACE SIDING W/ lX6 CEDAR T&G V-GROOVED VERTICAL SIDING BLEACHING OIL NEW SKYLIGHT EXISTING ROOF TING FIXED FRAME EXISTING DOOR EXISTING WALL REPLACE SIDING W/ 1X6 CEDAR T&G V-GROOVED VERTICAL SIDING BLEACHING OIL NEW SCREENED PORCH ROOF EXISTING DOOR AND FIXED FRAME NEW SCREENED PORCH SEE A 12 EXISTING WALL REPLACE SIDING W/1X6 CEDAR T&G V-GROOVED HORIZONTAL SIDING STAINED NEW WINDOW NEW SCREENED PORCH SEE A,12 EXISTING ROOF EXISTING WINDOW, TYP NEW WINDOW EXISTING ROOF Second Floor 9'-1 1/4" EXISTING WINDOW TYP UNLESS OTHERWISE NOTED First Floor 0'-0" ~ SOUND INSULATION Master Bedroom W! R19 BATT INSULATION NEW 2X12 JOISTS NEW LVL GIRDER -- Walk-in Closet 9 EXISTING LOW SLOPE ROOF Second Floor 9'- 1 1/4" ADD 2X8 TO SUPPORT EXISTING ROOF AS REQUIRED NEW WALL 1X6 CEDAR T&G V-GROOVED VERTICAL SIDING BLEACHING OIL EXISTING WALL REPLACE SIDING W/1XB CEDAR T&G V-GROOVED HORIZONTAL SIDING STAINED EXISTING TIMBER RETAINING WALL TO BE REBUILT GARAGE DOOR Basement -8' - 8 3/4" EXISTING TIMBER RETAINING WALL TO SE REBUILT (~West 1~= 1'-0" (~South 1/8"= 1'-,0" (~ Section through New 2FL Dormer 1/2" = 1'-0" EXISTING MTL FLASHING EXISTING WALL' REPLACE SIDING W/1X6 CEDAR T&G V-GROOVED HORIZONTAL SrDING, STAINED First Floor 0' - 0" EXISTING MTL FLASHING EXISTING WALL: REPLACE SIDING W/lX6 CEDAR T&G V-GROOVED HORIZONTAL SIDING STAINED First Floor .~. 0' - 0" uXl 4X4 CEDAR BLEACHING OIL 3/16" 7X7 STAINLESS STL WIRE @ 3" c.c. DECK TOGGLE SYSTEM BY HAYN ENTERPRISES, OR EQUAL ~ .... STK CEDAR 5/4X6 DECKING ON 2X8 ACQ JOISTS @16"O C First Floor 2X8 ACQ JOISTS @ 16r' O.C 2-2X10 ACQ GIRDER 4X4 ACQ POST FILL EARTH TO ADJUST RISER DIMENSION 4X4 CEDAR BLEACHING OIL STAINLESS STL WIRE 3/16" 7X7 @3" D.C. VERTICALLY 5/4 X 6 STK CEDAR CLEAR WOOD SEALER First Floor~ HANDRAIL 5/4X3 ON 5/4 X4 MAHOGANY ROUND CORNERS 2X4 SUPPORT PIECE @5'o.c. MAX. 4X4 RAILING POST MAX. TREAD: 5/4 x 6 CEDAR DECKING RAIL: 4x4 CEDAR (~) East Deck South 1/4" = 1'-0" (~) East Deck North 1/4" = 1'-0" 10" DIA CONCRETE PILE (~ Typical West Deck Railing Section 1/2" = 1'-0" (~ Section Thru West Deck Steps 1/2" = 1'-0" NOTE THIS SECTION SHOWS CENTRAL STAIR CASE THE ONE ON THE NORTH END OF THE WEST DECK IS SIMILAR EXCEPT THE NUMBER OF THE TREADS ARE FOUR INSTEAD OF FIVE 2X12 ACQ STRINGER (~) Typical Deck Stair Rail Details 1" = 1'-0" studio a/b architects 651 West Mare Street, Riverhead, NY 11901 631 591 2402 631 323 1426 info@studioabarchltects.com Owner: William and Peggy Schwartz 3216 Liltle Neck Road Cutchogue, NY 11935 Phone; 212 242 8074 e-mail peggy313@aol.com No. Description Date PROJECT SCHWARTZ Residence Elevations and Details Project number 1054 Date 6/4/11 Drawn by HA Checked by GB A.04 Scale AS indicated ASPHALT SHINGLES TO MATCH EXISTING ON 15 LB ASPHALT FELT FOR ROOF HAVING A SLOPE GREATER THAN 4" PER 12" OR, ON 2~LAYERS QF 15 LB ASPHALT FELT FOR ROOF HAVING ,~ °LOPE LESS THAN 4" PER 12" ON 5/8" PL ~VD SHEATHING INSTALL h _ SHIELD WATER PROOFING MEMB. FROM EAVES EDGE TO MIN. 24" INSIDE THE EXTERIOR WALL, TYP. METAL FLASHING ON 1X2 CEDAR FASCIA CEDAR 1 x X SIZE TO MATCH EXISTING SOFFIT CEDAR 1 x 6 T&G SQUARE EDGE BLEACHING OIL SOFFIT VENT COPPER MESH (~ Typical Roof Details 1" = 1'-0" AIR DRAFT STOP RIDGE VENT ASSEMBLY SEAL 2X10 RIDGE BOARD KEEP CONTINUOUS AIR SPACE iNSTALL ICE SHIELD WATER PROOFING MEMB. FROM EAVES EDGE TO MIN, 24" INSIDE THE EXTERIOR WALL, TYP. ASPHALT SHINGLES TO MATCH EXISTING ON 2-LAYERS 15LB ASPHALT FELT OR BETTER ON 5/8" PLYWOOD SHEATHING ON 2X8 RAFTERS @16" O C. INSTALL R38 BATT INSULATION CONTINUOUS OVER CEILING JOISTS FLASHING TAPE AS PER MANUFACTURER'S INSTRUCTION FLASHING TAPE AS PER MANUFACTURER'S INSTRUCTION SEALANT GWB WRAP W/CORNER BEAD FILL SPACE W/FLEXIBLE SPRAY FOAM INSULATION 1/2" GWB PAINTED UNLESS OTHERWISE NOTED NEW SIDING ON WATER-RESISTIVE BARRIER ON 1/2" PLYWD SHEATHING ON 2X6 STUDS @16" W/R19 BATT INSULATION 1 X2 TRIM. TYP SEALANT, TYP, METAL FLASHING ,, lX2 TRIM SEALAN1 SEALANT lX2 TRIM NEW SIDING ON WATER-RESISTIVE BARRIER ON 1/2" PLYWD SHEATHING -- FILL SPACE W/FLEXIBLE FOAM INSULATION GWB WRAPPED W/CORNER BEAD (~ Typical Window Plan Detail on 2x6 Wall 1 1/2" = 1'-0" T~vpcal Window Section 1/2" = 1'-0" NEW RIDGE ALIGN TO EXISTING RIDGE VENT ASSEMBLY ASPHALT SHINGLES TO MATCH EXISTING ON 15LB ASPHALT FELT, OR BETTER ON 5/8" PLYWOOD SHEATHING ON 2X8 RAFTERS @16" O,C. INSTALL ICE SHIELD WATERPROOFING MEMB ALONG EDGES, MIN, 42" WIDE lxX SILL BOARD FIR WOOD SEALER WHITE PINE CLEAR COATING INSTALL FLASHING TAPE CONST, 1/2" PLYWOOD SHEATHING 2X6 STUDS @16" O.C. W/Rlg BATT INSULATION SOFFIT VENT ASSEMBLY EXISTING ROOF TYPICAL NEW WALL CONST 1/2" GWB PAINTED TYPICAL NEW FLOOR CONST, HDWD FLOORING TO MATCH EX~STING ON 3/4" PLYWOOD SHEATHING TYPICAL NEW 1/2" GWB PAINTED Guest Room 2 2FL Bathroom NEW 2X12 @ 16" O.C. REPLACING OR ADDING TO EXISTING ROOF RAFTERS WALL MOUNT HEATER '\ \ \ \ \ NEW \\ SHOWERX FURRING TO CREATE 11 1/4" MIN SPACE FOR 10 1/4'* R38C BATT INSULATION INSTALLATION SOFFITVENT ASSEMBLY EXISTING ROOF REPLACE EXISTING SIDING W/1X6 CEDAR VERTICAL SIDING T&G SQUARE EDGE BLEACHING OIL, TYPICAL FOR EAST & WEST FACING WALLS NEW GIRDER LVL (2)-1 3/4" X 11 1/4" Mas~er Bedroom SOUND INSULATION 8 Walk-in Closet 9 -- NEW GIRDER LVL (2)-1 3/4" X 11 1/4" EXISTING 2X4 STUD PARTITION, TYP. ;tudy _ 10 I I I I Typical Building (~2F Addition 1/2" = 1'-0" Section through Roof 17'- 1 1/4" TYPICAL NEW EAST & WEST FACING WALL CONST.: VERTICAL IX6 CEDAR SIDING T&G SQUARE EDGE BLEACHING OIL ON BUILDING PAPER ON 1/2" PLY~NOOD SHEATHING ON 2X6 STUDS @16" O.C. Second Floor 9'- 1 1/4" EXISTING 2X4 WALL REPLACE EXISTING SrDING W/lX6 CEDAR VERTICAL SIDING T&G SQUARE EDGE BLEACHING OIL, TYPICAL FOR EAST & WEST FACING WALLS First Floor 0'~ 0" EXISTING FOUNDATION WALL studio a/b architects 681 West Main Street, R~verhead, NY 11901 631 591 2402 631 323 1426 ~nfo@stud~oabarch~tects cem Owner' William and Peggy Schwartz 3218 Little Neck Road Cutchogue, NY 11935 Phone, 2122428074 e-mail peggy313@aol.com No. I Description I Date PROJECT' SCHWARTZ Residence Building Section 1 Project number 1 054 Date 6/4/11 Drawn by HA Checked by GB A. 05 Ao indicated Scale studio a/b architects 651 West Main Street. Riverhead. NY 11901 631 591 2402 EXISTING ROOFk t; 2 NEW ROOF 631 323 1426 ~ ~ ~ ~4~ in fo@studioabarchitects com Owner: , William and Peggy Schwartz I ] I I 3218 Little Neck Road Cutchogue. NY 11935 ' Phone: 212 242 8074 ! I / NEW DORMER ROOF: ASPHALT e-maSh peggy313~ael.com i SHINGLES ON MIN. 2-LAYORS ~l I 15LSASPHALTPELT I ] ~ ~ ON 5/8" PLYWD SHEATHING : I I [ INSTALL R38C BA%F i I INSULAT,ON FURRED CEILING '- I I ' FOR INSU~TION INSTAL~TION I [ ' First~ ~ IN;TALLR30~BA~ ";LATON I I ; / d / f I I I I I I ~ ' ;'lit ' ,' , ~ , ¢ r r i i r i J , ':' .~ ~ C:~,,, ~rl,, ~[~lll,, I~ ~ll ,Iii=it ~ ~lll~l ~ I~lll~lllBasement ~ SCHWARTZ ~l~~:lll~r~I I III III I~ III I1[ III II III I[I ~... III I~ I1[ III [11 ~ III lypica~ South-~o~h Section ~ Building Section 2 /2" = ~'-0" ~roloct number ~ 0~4 Date 6/4/11 Drawn by HA A 06 s~a~e 1/2" = 1,.0,, Wall Types Type Mark Keynote Construchon Notes 1 New exterior 2x6 studs wall wtih vertical s~d~ng lx6 cedar T&G V-grooved s~dmg,verbcal, on W R B on 1/2" Plywood sheathing on 2x6 studs @ 16" O C, Interior 1/2" GWB painted 2 New exterior 2x6 studs wall with horizontal Lap siding 1 x6 cedar Lap siding on W,R,B, on 1/2" Plywood sheathing on 2x6 studs @ 16" O.C,, Interior 1/2" GWB painted 3 New exterior 2x6 studs wall with horizontal T&G siding 1 x6 cedar T&G V-grooved s~ding,verbcal, on W R B on 1/2" Plywood sheathing on 2x6 studs on Both sides @ 16" C.C., on both sides 4 New irdedor 2x4 studs wall wdh 1/2" plywood panel on 1/2" plywood panel on 2x4 stus, 1/2" GWB on the other side Paneling matanal may vary, see de[ads one side 5 New mtanor 2x4 s~uds Partition 1/2" GWB, or F~ber Ma~ GWB, or Tde on 1/2" Cement Board, on 2x4 studs @16" O C Ex 1 Exishng Extador wall, replacing existing siding w/ Matching vedical siding on W R B. on ex~shng sheathing on existing 2x4 studs matching vertical s~d~ng Ex 2 ;xlshng Ex[enor Wall, replacing existing siding w/ 1 x6 cedar Lap s~dmg on W.R,B. on exisflng sheathing on existing 2x4 studs, Interior 1/2" GWB qorizontal lap siding repainted EX 3 ~xisflng Ex[odor Wall, converted to be interior wall, 1 x6 cedar T&G siding V-grooved on W.R,B on exlshng 2x4 studs, other side 1/2" GWB replacing siding w/horizontal T&G siding repalntad Ex 4 Exishng Interior Partihon 112" GWB on both s~des on 2x4 studs, repamted EX 5 Existing Ex[enor Wall converted to Interior wall Existing siding and W.R.B. to be replaced w~th 1/2" GWB Insulal~on Schedule Insulation Type Location Insulahon Note R38C Bart Insulation New 2FL Roof/ceding Cons[. Continuous on ceiling joists and knee walls R38C Bart Insulation New 1 FL Roof/ceihng Consl Cavity between rafters R38C Bott Insulation New Cathedral Celhng (above staircase and hall, above Cowry between rafters and 1urrinfls Linen Clost) on 2FL R19 Bart Insulahon New 2x6 wall Cowry between studs R39C Bart Insulation New Floor above Crawl Space Cavity between joists R30C Bat[ Insulation Floor above ex~sting Garage, Existing and New Cavity between joists, Install if not found Basement, and Crawl space Sound mineral blow-~n Insulation Wrap Powder Room, Laundry and Study, Ceiling above Master Bedroom below Guest Room INSULATION NOTES 1. THERMAL BATT INSULATION SHALL BE ROCK MINERAL BATT TYPE 2 USE CORRECT WIDTH FOR THE STRUCTURE 3, VAPOR BARRIER TO BE WARM SIDE OF THE BA~q' 4, SOUND INSULATION SHALL SE BLOW-IN ROCK MINERAL WOOL TYPE, Para/Types Paint Type I Application Product Hue 1st Coat Fresh Coat Color A Interior Gypsum Wallboard Latex Flat Benjamin Moore Eco Spec Intenor Latex Pdmer 2 coarts, Benjamin Moore Eco Spec ilntanor Latex Flat Super white (231 ). Spot prime as needed for the repaint. (219) B Intanor Gypsum Wallboard or Wood Latex Semi-Gloss Benjamin Moore Eeo Spec Intanor Latex Pnmer 2 coarts, Benjamin Moore Eco Spec I ntador SEMI Super whtie (_231 ). Spot prime as needed for the repaint GLOSS (224} C ntanor Ferrous Metal Latex Eggshell BENJAMIN MOORE IRONCLAD LATEX LOW 2 coats, BENJAMIN MOORE REGAL EGGSHELL LUSTRE METAL& WOOD ENAMEL (363) FINISH (N319) D nte6or Wood Clear Finish for Windows and doors UV Protacflve Water Base coahng, Safln 3 coats, PolyWhey Nataral Fumdure Iffin~sh Clear E Interior Wood Clear Finish on Floor UV Protachve Watar Base coahng, Sahn 3 coats, PolyWhey Natural Floor F~nish Ctaar F Intenor and Ex[enor Wood Stained Translucent Stain 1 coat, Ecoprocota T~mberSoy by Eco Safety Products Walnut, Mahogany G nterior and Exterior Wood Clear Sealer Penetrating Clear Sealer 1 coat, Ecoprocote AcrFSoy by BCd S~afety Products Clear H =-x[enor Wood Weathered Finish Bleaching Oil 1 coat, CABOT BLEACHING OIL 324H Weathered Tile Types Tile Type Tile Description Tde Product I1 "xl" Glass mosmc wall tile 1"xl" Glass mosaic floor tile Vidrepur Lisos Collection in tvory- ( VID-36933 ) by Cooltiles, or equal VidrepurAnfl-slipCollecfloninWhde- VD-36999 by Cool iles, orequa Ex[odor Finish Schedule Location Extenor Finish Ce[or Notes Sloped Roof Asphalt shingles to match existing Match existing Install waterproofing enhrely under the 3" Ret 12" sloped west 1ace roof on the 2FL Flat Roof EPDM fully adhered white Fascia lx Clear Cedar, bleaching od weathered Soffit Rber cement soffit board, painted white Wall #1,4 1 x6 #2 Cedar T&G horizontal siding, V-grooved, Stained Walnut Wal~ #2, 3 1 x6 #2 Cedar T&G horizontal s~d~ng, V-grooved, Stained Mahogany Wall #A, C and other West, East facing walls 1 x6 #2 Cedar T&G vertical siding, Straight edge, Bleaching Oil weathered Corner Tam 1 x2 Cedar, stained Same as adjacent stained Door and W~ndow trim 1 x2 Cedar, same finish as wall Deck 5/4x6 STK Cedar Decking, wood clear sealer -- natural Radmg and railing post Cedar bleaching oil weathered Screened Porch column, Honzontal members, Cedar bleaching oil weathered and Knee bracings Screened Porch ceding Fiber mat GWB pain[ad whde Foundation wall Parged gray Room F~msh Schedule Room # Room Name Floor I Base I Wall Ceiling Notes 1 Living Dining Exishng HW floonng and patch, resand Existing and patch, repeinted Existing and patch 112" GWB repaintad (Type A), =arch existing as needed, repeintad (Type A) and refinished (Type B) 3adially new lx6 mahogany T&G horizontal siding stained, partially 1/2" mahogany plywd stained, partially 1/2" maple plywd clear coated 2 Kitchen Existing HW floonng and patch, resand Match existing, painted (Type B) 1/2" GWB Painted (Type A), pad,ally Mosaic [de Type A 1/2" GWB, Painted (Type A) and refinished 3 _aundry Existing HW fioonng and patch, resand Match existing, painted (Type B) 1/2" Rber Mat GWB Painted (Type B} 1/2" GWB, Painted {Type A) and refinished, per'lally mosmc tile Type B 4 Hallway Existing HW flooring and patch, resand Match existing, painted (Type B) 1/2" GWB Painted (Type A), pedially 1/2" mahogany Patch existing as needed, repaintad (Type A) and refinished ~lywood stained S 1FL Poweder Mosaic tile Type B Match exisbng, pa~ntad (Type B) ~osa~c hie Type A on 1/2" cement board, Part~ally F~ber 1/2" F~ber Mat GWB Pamtad (Type S) 21ass Shower panel Room ~.,lat GWB Painrtad (Type B) 6 Basement Existing Ex~shng Existing Existing Staircase 7 Master Ex~shng HW flooring and patch, resand Exishng and patch, repalnted Patch ex~shng, 1/2" GWB repaintad (Type A} Patch exishng as needed, repainted (Type A) Bedroom and refinished {Type B) 8 Master Exishng Patch existing, as required Existing, repeintad (Type B) Ex~sting, repeintad (Type B) Bathroom 9 Walk-in Closet Ex~sflng HW flooring and patch, resand vlatch ex~sting, painted (Type B) Existing and new 1/2" GWB repamtad (Type A) Patch existing as needed, repainted (Type A) and refinished 10 Study Existing HW floodng and patch, resand Ex~sting and patch, repamtad Patch ex,sting, 1/2" GWB repa~nted (Type A) Patch existing as needed, repeinted (Type A) and refinished (Type B) 11 Guest Room 1 Ex~shng HW tioodng and patch, resand Existing and patch, repeinted Patch existing, 1/2" GWB repainted (Type A) Patch ex~shng as needed, repamted {Type A) and re6nished (Type B) 12 Guest Room 2 HW fioonng, to malch exlshng Match existing, painted (Type B) 1/2" GWB Painted (Type A) 1/2" GWB, Palntad (Type A) 13 2FL Hallway Existing HW floonng and patch, resand Malch existing, painted (Type B) 1/2" GWB Painted (Type A) 1/2" GWB, Painted (Type A) and refinished 14 2FL Bathroom Existing Existing Existing Existing 15 Artic Closet Existing Existing Ex~sgng and patch Existing 16 2FL Bathroom 2 Mosaic tile Type B Match ex~shng, painted (Type B) --iber Mat GWB Painrted (Type B), Shower N~che: 1/2" F~ber Mat GWB Painted (Type B) Glass Shower Door Mosaic tile Type A on 1/2" cement board, Shelf N~che. 1/2" NC Plywd Painted (Type B) 17 Linen Cloet [W floonng, Io match ex~sflng Match ex~sflng, painted (Type B) 1/2" GWS Painted (Type A) 1/2" GWB, Painted (Type A) 18 Screened Porch Cedardecking, exisflng and new, wood Column, lartice cedarbleacffingod;NorthWallpartially: 1/2"FiberMa[GWBPainted(TypeB) clear sealer lx6 cedar T&G horizontal s~dmg, stained; East wall: 1 x6 cedar T&G vedical s~ding bleaching oil ~Mark Location - "' Door Type Door Schedule Model I Width I Height I Finish Handle Lockset Comments 1 Entry 'r Full Glass Entry rn-s~[ng ~)oor Simpson Hurricane ImpecL res~stard 7901 Fir 3' - 0" 6' - 8" Clear coated Schlage D series Tubular Satin Nickel Entrance 2 Living 4-leaf French Gliding Patio Door Andersen 400 Frenchwood Gliding Patio Door 15' - 9" 6' - 7 1/2" whde exteror, Natural Fir Hurricane protection panel to FWG16068-4 ~ntanor, clear coated be provided 3 Kitchen Soid-core Flush Pocket Door Birch Solid-core Flush 3' - 6" 6' - 6" Stained Edge Pull 4 Laund__w_. Sohd-core Flush Pocket__Door 3' - 0" 6' - 6" Stained Edge Pull 5 Laundry Solid-core Flush Pocket Door Birch Solid-core Flush 3' - 0" 6' - 9" Stained Edge Pull 6 Hallway ~ubre Leaf Solid Core Flush 4' - 0" 6' - 8" Stained Schlage D series Tubular Satin Nickel Dummy Swing Door 7 Hallway Double Leaf Solid Core Flush Birch Solid-core Flush 4' - 0" 6' - 6" Stained Schlage D series Tubular Sahn N~ckel Dummy ' Swi~n~_ Door 9 Powder Room Panel Swing Door Match existing, or Simpson Shaker 720 or equal 2' - 6" 6' - 9" Stained Schlage D series Tubular Satin Nickel Privacy 9 Basement Staircase Solid-core Flush Pocket Door 3" - 0" 6' - 8" Stained Edge Pull Sliding Door Lock 10 M Bedroom Solid-core Flush Pocket Door Birch Solid-core Flush 3' - 6" 6' - 6" Stained Edge Pull 11 Study Solid-core Flush Pocket Door B~rch Solid-core Flush 2' - 10" 6' - 9" Stained Edge Pull 12 Study Double Leaf Panel Swing Door Match existing, er Simpson Shaker 720 or equal 2' - 6" 6' - 8" Painted Schlage D senes Tubular Sahn Nmkel Dummy 13 Walk-in Closet Panel Swing Door Match exishng, or S~mpson Shaker 720 or equal 2' - 6" 6' - 8" Painted Schlage D series Tubular Safln Nickel Privacy 14 Sues[ Room 1 Panel~,~ng Door Match exishng, or Simpson Shaker 720 or equal 3' - 0" 6' - 8" Painted Schlage D series Tubular Satin Nickel Privacy 15 Sues[ Room 2 Panel Swing Door Match exlshng, or Simpson Shaker 720 or equal 3' - 0" 6' - 8" Painted Schlage D series Tubular Satin Nmkel =dvacy 16 Artic Closet Panel Swing Door Match existing, or Simpson Shaker 720 or equal 2' - 6" 6' - 8" Painted Schlage D series Tubular Sahn Nmkel =rivacy 17 ZFL Hallway Pane[ Swing Door Match existing, or Simpson Shaker 720 or equal 2' - 0" 6' - 6" Painted Schlage D series Tubular Sahn N~ckel Dummy 18 Guest Room f Closet Panel Swing Door Match existing, or S~mpson Shaker 720 or equal 3' - 0" 6' - 8" Painted Schlage D series Tubular Satin Nickel =rivacy 19 2FL Bathroom Closet Panel Swing Door Match exlshng, or Simpson Shaker 720 or equal 2' - 0" 6' - 8" Painted Schlage D series Tubular Satin Nickel =rlvacy 20 Sues[ Room 2 Closet Panel Swing Door Match ex~shng, or Simpson Shaker 720 or equal 2' - 6" 6' - B" Painted Schlage D series Tubular Satin Nickel Dummy 21 -~FL Bathroom 2 Panel Swing Door ___ Match ex~shng, or Simpson Shaker 720 or equal 2' - 6" 6' - 8" ~ainted Schlage D series Tubular Satin Nickel =nvacy 22 Guest Room 2 Closet Sliding Patio Door Andersen 400 Starmwatch Frenchwood Gliding 5' - 11 6' - 7 1/2" Nhge exterop Natural Rr Patio Door FWG606SR 1/4" ntador, clear coated 24 Screened Porch ~lank Swing Door Custom Cedar lx6 T&G siding, Horizontal on 3' - 0" 6' - 8" Stained Schlage D series Tubular Satin Nickel Privacy North side, Vertical on South s~de EX1 M Bedroom .Existing Sliding Pa~o~Door 6' - 0" 6' - 8" EX2 Kitchen Sxisting Sliding Patio Door 6' - 0" B' - 8" EX3 M Bathroom -=x~shng Wood Swing Door 3' - 0" 5' - 9" Repemted EX4 2FL Bathroom Existing ~ope Swing Door 2' - 9" B' - 8" Repeinted EX5 Guest Room 1 ~xlshng Sliding Patio Door 6' - 0" 5' - 8" EX6 Garage Existing Overhead Sectional 17' - 0" 5' - 6" E_X_ 7_ _ _ _B.a. s_e~m ? t ..... Existing SLeet Flush Door ______ 3' - 0" ~' - 8" Type Mark Count Width Height Sill Height ManuJacturer Model Finish Glazing Comments 3' - 10" B' - 6" Ifil - 0" i Andersen 400 Starm~Tatch Flex,frame White exterior, natural interior Hurricane impact resistant Low-E ARGON FiLL 3' - 0" 8' - 6'~ . ~?- 0'__._._t_Andersen___ 400 Starmwatch Flexdrame White exterior, natural interior Hurqcane impact resistant Low-E ARGON FILL 2' - 0 1/6" ;' - 11 7/S" !0' - 8" Andersen d00 Stormwatch Casement C16 White exterior, natural mtanor Hurricane impact resistant Low-E ARGON FILL 12' - 7 1/2" 1'- 5" 13' - 1" Andersen 400 Stormwatch Awning AR281 Whtie extenor, natural intedor Hurricane impact resistant Lo~wE ARGON FILL ~2' - 0 1/6" 3' - 4 13/16" 3' - 2" Andersen 400 Starmwatch Casement C~35 Whde exterior, natural intedor Hurricane impact resistant Lo~wE ARGON FILL 2' - 7 1/2" id' - 4 13/16" 2' - 3" Andersen 400 Starmwatch Casement CX 145 White exterior, natural interior Hurricane impact resistant Low-E ARGON FILL BXI 11 2' - 0" ~6'- 0" 3'-8" EX2 3' - 0" 6' - 8" D' - g" Existing EX3 2' - 0" 3' - 6" 3' - 2" Ex,shag 6X4 3' - 0" 6' - 0" D' - 8" Existing S1 1 3' - 8" 3' - I 0" Replace glazing wdh acrylic double bubble Existing skyhght, glazing to be repaired S2 I 2' - 1 1/2" 2' - 9 1/2" Velux or V'elux rCM2230 or eqaul Hurricane impact resistant Low-E New Skylight on existing roof equal DOOR NOTES. 1, ALL EXTERIOR DOORS SHALL HAVE A MAXIMUM OPENING FORCE OF 8.5 LBS, AS PER ANSI 117.1 2 THE HARDWARE FOR EXTERIOR CORRIDOR AND LOBBY DOORS SHALL HAVE PANIC HARDWARE AND ALL DOORS SHALL HAVE HANDICAPPED ACCESSIBLE HARDWARE, 3. ALL EXTERIOR DOORS WITH GLAZING TO MEET LARGE MISSILE ~MPACT TESTING AND 120 MPH 3 SEC. GUSTS. FOR DOORS NOT RATED AS IMPACT RESISTANT, PROTECTION PANEL SHALL BE PROVIDED, IN ACCORDANCE TO NYS RESIDENTIAL CODE 4. ALL DOORS TO HAVE SAFETY GLASS IN COMPLIANCE WITH SECTION R306 (NYS RESIDENTIAL CODE) 5, TYPICAL EXTERIOR DOOR OPTIONS SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE' EXTERIOR FINISH: ALUMINUM CLAD, WHITE INTERIOR FINISH: PINE NATURAL ALL GLAZING SHALL BE HURRICANE IMPACT RESISTANT LOW-E ARGON FILLED NO GRILLES ALL HW FINISH SHALL BE SATIN NICKEL HINGES: SATIN NICKEL HANDLES' SATIN NICKEL, SEE DOOR SCHEDULE FOR STYLE 6. TYPICAL INTERIOR DOOR OPTIONS SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE FINISH: AS PER DOOR SCHEDULE ALL HW FINISH SHALL BE SATIN NICKEL HINGES SATIN NICKEL 7 USE FLEXIBLE FOAM INSULATION TO FILL SPACES ALONG THE WINDOW AND STRUCTURE 6 USE FLASHING TAPES AS PER MANUFACTURER'S INSTRUCTIONS ADCHEM 1852 Old Country Rd R~verhead, NY 11901 wve~,adchem.com, 63%727-6000 DUPONT www2.duponbcom 3M www,Shop3M.com 9. BEFORE ANY PRODUCTION OR PURCHASE, VERIFY ALL OPTIONS WITH ARCHITECTS AND OWNER WINDOW NOTES' 1. ALL WORK IS TO CONFORM TO ALL APPLICABLE REQUIREMENTS OF LOCAL GOVERNING CODES, NYS. DEPT, OF LABOR, ~NDUSTRIAL LABOR CODE, RULE 21, HEALTH CODE, FIRE DEPARTMENT REGULATIONS, NBFU AND UTILITY CODES, OSHA CODES AND NYS BUILDING CODES, 2, ALL EXTERIOR WINDOWS TO MEET LARGE MISSILE IMPACT TESTING AND 120 MPH 3 SEC. GUSTS. FOR W~NDOWS NOT RATED AS IMPACT RESISTANT, PROVIDE PLYWOOD PROTECTION PANELS IN ACCORDANCE WITH NYS RESIDENTIAL CODE R301 2 1.2. 3. SAFETY GLASS REQUIRED IN ACCORDANCE WiTH NYS RESIDENTIAL CODE R306. 4 ALL CONTINUOUS INTEGRAL PULLS TO HAVE ROUNDED AND SMOOTH EDGES. 5 TYPICAL WINDOW OPTIONS ARE, UNLESS OTHERWISE NOTED, AS FOLLOWS: EXTERIOR FINISH: ALUMINUM CLAD, WHITE INTERIOR FINISH: FIR VERTICAL GRAIN NATURAL ALL OPERABLE WINDOWS SHALL HAVE HIGH TRANSPARENCY SCREEN GLAZING: SEE WINDOW SCHEDULE NO GRILLES ALL HW FINISH SHALL BE SATIN NICKEL AWNING AND CASEMENT CRANK STYLE: HOLDING HANDLE SATIN NICKEL FINISH DOUBLE HUNG LOCK' SATIN NICKEL 6. USE FLEXIBLE FOAM INSULATION TO FILL SPACES ALONG THE WINDOW AND STRUCTURE 7 USE FLASHING TAPES AS PER MANUFACTURER'S INSTRUCTIONS ADCHEM 1652 Old Country Rd. Riverhead, NY 11901 www.adchem.com, 631-727-6000 DUPONT www2 dupont corn 3M W~N. Shop3M com 6. BEFORE ANY PRODUCTION OR PURCHASE, VERIFY ALL OPTIONS WITH ARCHITECTS AND OWNER Appliance Schedule Bathroom Accessory Schedule Appliance Type L Products Number I Room Fixture Product Quanflty Finish Note 1 Refngerator TBD 2 Freezer TBD 3 Dish Washer TBD 4 D~sh Washer TBD 5 Gas Range TBD 6 Range Hood pBD~ 7 Cloth Washer TBD 8 Cloth Dryer TBD 1 Powder Room Towel Bar Ginger Moflv Sine 24" Towel Bar 0203-15 2 Satin Nickel 2 Powder Room Toilet Tissue Holder Ginger Mo[iv Sine Open Toilet Tissue Holder 0206-15 Satin Nickel 3 Powder Room Shower Basket Ginger Hoteher 6" deep corner basket 553DG-15 Satin Nickel 4 Powder Room Wall recessed mount Medicine PLM1630-1, overall 15 1/4" X 30" =abinet w/mirror 5 Powder Room Glass shier w/towel bar Ginger SINE 20" Hotel Shelf w/16" Towel Bar Item No. 0243/20 Satin Nickel 6 Powder Room 24" Grab Bar Ginger HoJeher Grab Bar Item No, 0363 Satin Nickel 7 2FL Bathroom 2 Towel Bar Ginger Mohv Sine 18" Towel Bar 0202-15 2 Sahn Nickel 8 2FL Bathroom 2 Toilet Tissue Holder Ginger Mo[iv Sine Open Todet Tissue Holder 0206-15 Safln Nbkel 9 2FL Bathroom 2 Shower Basket Ginger Ho[alter 6" deep corner basket 553DG-15 Satin Nickel 10 2FL Bathroom 2 Wall recessed mount Medicine PLM1630-1, overall 15 1/4" X 30" ;abinet w/mirror 11 2FL Bathroom 2 Glass shier w/towel bar Ginger SINE 20" Hotel Shelf w/18" T,owel Bar item No, 0243/20 Sagn Nickel 12 2FL Bathroom 2 2ffi' Grab Bar Ginger Ho[eljer Grab Bar Item No, 03,63 Satin Nickel CONTRACTOR SHALL CONNECT ELECTRICAL, PLUMBING, VENT, GAS CONNECTIONS, AND INSTALL OWNER SUPPLIED APPLIANCES LPG GAS TANK IS EXISTING FOR POOL WATER HEATING BATHROOM ACCESSORY NOTES: 1 PRIOR TO PURCHASE, CONTRACTOR VERIFY WITH OWNER FOR ALL ACCESSORIES SELECTION AND LOCATIONS 2 CONTRACTOR SHALL PROVIDE SUPPORTING SUB SURFACE AS PER MANUFACTURER'S INSTRUCTION GINGER www.g~ngerco com PLM by ROBERN www. robern.com FINISH NOTES: I ALL NEW INTERIOR WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASSIFICATION OF NOT GREATER THAN 200, SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450, AS PER SECTION R315 (NYS RESIDENTIAL CODE) 2, IF REQUIRED, PROVIDE FINISH SAMPLES ON THE SPECIFIED MATERIALS, 3. MANUFACTURERS, FORMALDEHYDE-FREE PLYWOOD. COLUMBIA FOREST PRODUCTS www colu m biaforestpreducts cam, 800 237 2428 SOY BASED WOOD SEALER AND FINISH ECO SAFETY PRODUCTS w'ww ecoprocote.com, 977 366 7547 LOW VOC WHEY PROTEIN COATINGVERMONT NATURAL COATINGS www,vermontnaturalcoa flngs~com, (802) 472-8700 GLASS MOSAIC TILES: COOL TILES www.coofliles.com STAINLESS STL WIRE RAILING HAYN ENTERPRISES vcc,~v.hayn corn studio a/b architects 651 West Mom Street, Riverhead, NY 11901 631 591 2402 631 323 1426 info@studioabarch fleets.eom William and Peggy Schwartz' 3218 L[rtle Neck Road C utchogue, NY 11935 Phone: 212 242 6074 e-mail peggy313@aol corn No. Description Date PROJECT: SCHWARTZ Residence Schedules Project number 1 054 Date 6/4/11 Drawn by HA Checked by OB A.07 Scale 12"= 1'-0" studio all architects I ~ 651 West Main Street, Rlverhead, NY 11901 14' - 8" a 09 5' - 9 1/2" 5' - 10 3/4" _ L , I 631 323 1426 ~ ~ s ' ~z x b William and Peggy Schwa~ ~ ~ ~ - ~ ~ ~ ~ 3218 L~Ule Neck Road ' ; J ;~ ~~ ~ ~ : Phone. 2122428074 ~ ~ ] J I ] ] ] ~4 A08 :~, / : [ ~ / - 1/2" TEMPERED GLASS > , ¢ Callout of S°uth Seot'°" First Fl°°r Pla"~ INSTALL VENT THROUGH FLOOR. OR ROOF ~ ' ~ ~ ADJUST SPACE BELOW CABINET FOR WASHER SPACE REQUIREMENT~ / ~ FILL BOARD ~ 3' - 6" 3' - 0" 3' - 0" PAINTED r GWB PAINTED FILL BO ~RD ~ GWB PAINTED FILL BOARD '0' - 1 1/2" FULL HEIGHT G~SS MOSAIC TILE, TYPE A OPEN FILL BOARD FACE FILL SIDE BOARD W~P WINDOW OPENING Elevation Island East TRIM W/SAME TILES Elevation Kitchen Island South & Laundw ~ 1/4'~ = 1'-0': [ Bovation Kitchen & kaund~ South ~ ~o~h ~ [lovaUon lsland ~o~h & Hallwa~ Sout~ GWB PAINq ED GWB PAINTED GWB PAINTED GWB PAINTED ~ STAINED I ~ FILLBOARD FILLBOARD I SIDEOFCABINET~17 I ~ 2-6' GWBPAINTED OPEN Checked by GB ~ Elevation Kitchen &] Hallway NoAh 1/4" = 1'-0" ~ Elevation (itchen East .. 1/4" = 1'-0" ~ Elevati ]n South Section Hallway East Scale As indicated : /~O/P/EN // / -- 1/2" GWB PAINTED 1/2" MAHOGANY PLYWOOD STAINED TO MATCH CABINETS NEW POCKET DOOR '& TRIM, STAINED 1X6MAHOGANYT&G (~) Elevation Living South 1/4" = 1'-0" NEW BASE, STAINED CONTINUOUS FROM WALL TO CABINET NEW BASE, STAINED NO RECESS, CONTINUOUS GWB WRAPPED ~WB PAINTED, TYPE B , / 2-24" TOWEL BAR b ~-- ~+~ Od !A ~?~l rt GLASS MOSAIC r'LE / PLOOR --I TILE w~PPED /4" (~/°~. d__e; ,_Ro°,,° m West 1/2" X 1 1/2" TRIM, PAINTED, TYPE B GWB PAINTED, TYPE B TYPE A GLASS SHELF & TOWEL BAR RECESSED MED CABINET INSTALL SOUND INSULATION EXISTING LOW SLOPE ROOM i LIQUID APPLY WATERPROOFING MIN. 3fT TO ADJACENT FLOOR DROPPED CEILING -- FOR WASTE PIPES IN BASEMENT 6/8" TYPE X GWB PAINTED EXISTING 2X8 FLOOR -- JOISTS (~ Sec~tion th~ru Powder Room 1/2" = 1'-0" FILLBOARD 1/2" MAPLE ~ --f SIDE OP PLY~ND %. CABINET #17 COATED 1/2" GWB -- 1/2" GWB PAINTED PAINTED COUNTER#9 ..~ ¢' - COUNTER#7 3/4" MAPLE 3/4" MAPLE PLYWD PLYWD CLEAR COATED -- CLEAR COATED ~ Section ~ Cabinet #19 1/4" = 1'-0" (~ Powder Room North 1/4" = 1'-0" TOILET TISSUE HOLDER ON SIDE OF CABINET @24"AFF, I~"TEMPERED FRAME LESS GLASS PARTITION SHOWER WALL GLASS MOSAIC TILE ON I~"CEMENTBOARD SHOWER FLOOR GLASS MOSAIC TILES ON LIQUID APPLY WATERPROOFING ON FRP SHOWER PAN BARRIER FREE 3060LBF BY TILE REDI OR EQUAL ON 3/4" MORTAR BED ON 3/4" PLYVVD SHEATHING ON NEW 2X6 JOISTS @16" O.C, LIQUID APPLY WATERPROOFING UP TO 12" MIN. ON WALL First Floor 0'-0" ~ EXISTING FOUNDATION WALL Basement -8' - 8 3/4" FILL BOARD SIDE Of CABINET #17 ! Of WALL GWB WRAP -- COUNTER #5 SHELF #15 SIDE BOARD MAHOGANY PLYWD STAINED (~)_ Elevation West End view of Shel~15 BOARD WRAPPED Fi~rst Floor 0'- ~"~-~ 24" GRAB BAR 6" CORNER BASKet (~ Powder Room East 1/4" = 1'-0" 1X6 MAHOGANY T&G V-GROOVED SIDING STAINED EXISTING WALL, REPAINTBD POCKET DOOR & TRIM, STAINED ('~/ Elevation Living North '- ¢ 1/4" = 1'-0" EXISTING FIREPLACE EXISTING BASE, REPAINTED NEW STAIRCASE I~ARTITION NEW BASE, PAINTI_-- D PANEL WALL EXTERNAL CORNER TRIM Interior Corner Type A 1 1/2" = 1'-0" 1/2" PLYWOOD OR GWB 3/4" WOOD PANEL WALL EXTERNAL CORNER TRI~M FOR 3/4" WOOD PANF ~ Interior Corner Type B 1 1/2" = 1'-0" PANEL ON 1/2" PLYWD SHEATHING ~4" WOOD PANEL TERMINATIO~N (~) Interior Wood Panel Termination 1 1/2" = 1 '-0" Location Cabinet Type Dimension w x dxh~ Built-In Schedule Finish HW -- slides 2 Laundry ~__ 1 4-Door Tall Cabinet 36" x 24" x 90" -- Plywood stained Conceiled Hinges, Shef Rests ]-Adjustable Shelves, Top Fill Board 3 Laundry 1 2-Door Tall Cabinet 24" x 24" x 90" Plywood stained Conceiled Hinges, Shef Rests 5-Adjustable Shelves, Top Fill Board 4 Lau~dndry -- 2 -- ¢Vall C~ab~net -- 30" X 12" X 36" -- ~4ahogany Plywood stained Conceiled Hinges, Shef Rests 2-Adjustable Shelf, Top & Side Fill Board __ 'gtchen South 2 Above Refngerator Cabinet 33" x 24" x 15" ~lywood stained Conceitad H~nges S~de Face Board, 26" deep Side Size to be vergyed wdh refrigerator - Board, Top FIll Board __ <~tchen South ~ Wall Cabine~t 42" x 12" x 18" Plywood stained Conceded IHinges, Shef Rests l-Adjustable Shelf, Top Fill Board Kitchen ~ou~th _. 1 Wall Shelf __ -- 42" x 12" x 18" Plywood stained Shef Rests 1 -Adjustable Shelf, Top Fill Beard __ K~tchen South ___ 2 Wall Cabinet 36" x 12" x 36" Plywood stained Conceiled Hinges, Shef Rests 2-Adjustable Shelf, Top Fill Board K~tchen South 2 Base Cabinet 42" x 24" x 35 1/4" Plywood stained Conceded IHinges, Drawer 3- pull-out trays slides 10 Kitchen South Sink Base Cabinet 36" x 24" x 35 1/4" Plywood stained Conceited Hinges, Shef Rests l-Adjustable Shelf Vedfy Sink Apron hight 11 Kitchen South Base Cabinet 24" x 24" x 35 114" Plywood stained Conceiled Hinges, Drawer 3- pull-out trays 12 Kitchen Island 3 Base Cabinet 30- x 24" x 35 1/4" plywood stained 3onceiled Hinges, Drawer 3- pull-out trays, Rear Board -- gides 13 Kitchen Island Base Drawer Cabinet 30" x 24" x 35 1/4" Plywood stained 3rawer slidles 4-drawers, Rear Board 14 Kitchen East Wall Oven Cabinet Z4" x 30" x 90" Plywood stained gonceiled Hinges, Shef Rests 2- Door (top), Open Sbef (middle), and Verify Oven size Venfy Microwave size, if it .... ~ -- ~ ~ oven space (bottom) will be located in this shelf 15 Dining Liwng South Shelf 24,, x 12" x 35 1/4" Mahogany Plywood stained Shef Rests 2-Adjustable Shelve~ 15 Kitchen North Shelf .>4. x 12" x 36 1/4" Mahogany Plywood stained Shef Rests Z-Adjustable Shelve~ ____________~____~16 Dining Living South Shelf 36" x 12" x 35 1/4" Mahogany Plywood stained Shef Rests 2-Adtustable Shelves 16 Kitchen North Shelf 36" x 12" x 35 1/4" Mahogany Plywood stained Shef Rests 2-Adjustable Shelves 17 Kitchen North 5 C-Door Tall Cabinet 36" x 12" x 90" ~ Conceiled Hinges, Shef Rests ~-Adjustable Shelves, Top Fill Board 18 K~tchen Nodh 1 Shelf 12" x 12" x 35 1/4" Plywood stained Shef Rests ~ ...... -- ~__ -- ->-Adjustable Shelves 19 Dining Llwng South I Base Cabinet 38. x 12" x 35 1/4" ~lahogany Plywood stained Conceded Hinges, Shef Res~ 2-Adjustable Shelves 21 Guest Room 2 1 Dpen Shelf 16" deep =lywood Clear coated Shef Rests 4-Adjustable Shelf, Fixed bottom 22 2FL Bathroom 2 1 Nail mount Vanity Cabinet 32" x 18" x 20" ~ ~ ~ ------~--~3 2FL Bathroom 2 1 3loser Shelf 14" deep ~Plyw°°d Clear coated Shef Rests 5-Adjustable Shelf 31 Laundry 1 Countenop 73"+/- x 25" TBD ---- ~ ~ 32~ Kitchen~South~ 1~_ Countertop~ 126" x 25" ~ -- ~ 04 Kitchen Island 1 Counte~top 146. x 37'~ TB~ -- C5 Kitchen Nodh Countedop 28 1/2" x 28 3/4" Maple Plywood 3/4" Clear coated ~ ~ C6 Kitchen North Countertop 32" x 12" Maple Plywood 3/4" Clear coated ~ ~ C7 Kitchen North Countertep 12" x 12" Maple Plywood 3/4" Clear coated ~ ~ _u~__ ~ 176" x 12" Maple Plywood 3/4" Clear coated ---- ~ studio a/b architects 651 West Main Street, Riverhead, NY 11901 631 591 2402 63f 323 1426 info@stud~oabarchitects.com Owner- William and Peggy Schwartz 3218 bttle Neck Road Cutahogue, NY 11935 Phone 2122428074 e-ma~l: peggy313@aol.com NO. Description J Date PROJECT: SCHWARTZ Residence Powder Room and Living-Dining Details Protect number 1054 Date 6/4/11 Drawn by HA Checked by OB A 09 · Scale As indicated -- First Floor 0'-0" ~ Master Bedroom 7 Living Dining ~) Callout of Main Staircase 1FL Plan 1/2" = 1'-0" Guest Room 1 11 Walk.in Closet 9 I /4' UP Study 10 FIBER MAT GWB PAINTED, TYPE $ FRAMELESS GLASS DOOR TILE TYPE A (~ Elevation 2FL Bathroom 2 East 1/4" = 1'-0" NEW SKYLIGHT EXISTING -- ROOF Living Dining I 1 2' - 2" +/- 3/4" PLYWD SHEATHING PAINTED 1X2 PAINTED INTED -- NEW2X6TIE BEAM ON EVERY RAFTERS NEW DORMER NEW GWB CEILING ROOF R38C BATT INSULATION INSTALL 2X6 FUtRING FORTHE fNSUL FION CREATE TOTAL 2FL Hallway I 13 NEW KNEE WALL GIRDER BOX'ED W/GWB Walk-m Closet NEW COLUMN IN THE WALL L GWB I I (~ection Through Main Staircase /2" = 1'-0" WALL lxX WOOD PAINTED, TYPE B CKNESS + 1/4" ACRYLIC URETHANE SEALANT PAINTED, TYPE A Interior Co~ng 1 1/2" = 1'-0" I1 1/4" MiN, RAFTER DEPTH Second Floor 9'-1 1/4'r'-~ NEW HORIZONTAL SIDING STAINED f~N F×ISTING WALL First Floor 0'- 0" ~ GWB PAINTED T~PE A, TYP, TILE TYPE A ON 1~" CEMENTBOARD FIBER MAT GWB PAINTED, TYPE B 18"TOWEL BAR 5'AFF CORNER BASKET GRAB BAR LIGHTING GLASS SHELF & TOWEL BAR MED CABINET SHOWER PAN Elevation 2FL Bathroom 2 South 1/4" = 1 '-0" lx WD PAINTED TYPE B lx WD PAINTED TYPE B Elevation 2FL Bathroom 2 West 1/4" = 1 '-0" 2FL Bathroom 2 I 16 Guest Room 2 12 ] 2FL Hallway Attic Closet ~" t 15 0'-4 1/2" Guest Room 1 2FL Bathroom 14 (NO RENOVATION, EXCEPT NEW CLOSET ) 2'- 2 1/2" (~_ Callout of~22FL East End Area Plan 1/2" = 1 '-0" FIBER MAT GWB PAINTED, TYPE B BAR PAPER HOLDER TYPE B (~ _Elevation 2FL Bathroom 2 North 1/4" = 1 '-0" FRAMELESS 3/8"CLEAR TEMPERED GLASS DOOR(2'W x6'H) & SIDE PANEL 29 1/2" x 35 7/16" SHOWER PAN I SHELVES 3 FT HIGH WALL SEE DWG 4 FOR COPING DETAIL J studio a/b architects 651 West Mare Street, Riverhead, NY 11901 631 591 2402 631 323 1426 info@studloaba rchitects.com Owner. William and Peggy Schwartz 3218 Ldtle Neck Read Cutchogue, NY 11935 Phone: 2122428074 e-mail: peggy313@ael.com No. Description Date J SCHWARTZ Residence Main Staircase and 2FL Details Project number 1054 Date 6/4/11 Drawn by HA A. 10 Scale AS indicated lx wa PAINTED TYPICAL 45 DEC KNEE BRACING 4X4 CEDAR BLEACHING OIL BLEACHING el ON EXISTING WALL L ? First Floor (~ Elevation Screened Porch Interior East 1/4" = 1 '-0" NEW 2X6 STUD WALL 3'- 10 1/4" 4'-0" 2'- 6 1/4" 3'-6" (~ Callout of Screened Porch Plan 1/4" = 1'-0" 2X2 CEDAR LATTICE @3" O.C. BLEACHING OIL First 2-2X6 BELOW SCREENED PORCH NORTH WALL First Floor 1X6 CEDAR T&G V-GROOVED SIDING STAINED (~ Elevation Screened Porch Interior South 1/4" = 1'-0" (~ Elevation S~creened Porch Intenor West 1/4" = 1E0" (~) Elevation Screened Porch Interior North 1/4" = 1'-0" EXISTING FINISHED INTERIOR WALL SURFACE EXISTING FINISHED INTERIOR WALL SURFACE 4X4 CEDAR BLEACHING OIL 4X4 CEDAR KNEE BRACING BLEACHING OIL 4X4 CEDAR BLEACHING OIL, TYP. IX4 CEDAR BLEACHING OIL ON lX2 CEDAR SHIM W/SCREEN FASTENING GRIP STAINLESS STEEL SCREEN 2X4 CEDAR First Floor 5/4 X 6 CEDAR DECKING 2X8 ACQ JOISTS @16" O C. 2-2X10 ACQ GIRDER 4X4 ACQ POST 10 DIA CONCRETE PILE Screened Porch West Wall Typical Section 1/2" = 1 '-0" x o ACQ LUUj CEDAR BLEACHING OIL 4X4 CEDAR KNEE BRACING BLEACHING OIL 4X4 CEDAR BLEACHING OIL, TYP 1X4 CEDAR BLEACHING OIL ON lX2 CEDAR SHIM W/SCREEN FASTENING GRIP STAINLESS STEEL SCREEN 2x2 CEDAR LATTICE @3" O.C. BLEACHING OIL ON SOUTH WALL ONLY 2X4 CEDAR First Floor 0'-0" ~ 5/4 X 6 CEDAR DECKING 2X8 ACQ JOISTS @16" O.C. -- 2-2X10 ACQ GIRDER 4X4 ACQ POST -- POST BASE 10" DIA CONCRETE PILE (~) Screened Porch ~outh Wall Typical Section 1/2"= 1'-0" / 4X4 CEDAR BLEACHING OIL 4X4 CEDAR BLEACHING OIL FASTEN AT EVERY 2X4 CEDAR SHIM AT EVERY COLUMN EXISTING UPPER DECK CONST (~ Section at Connection to Main Holse 1/2" = 1'-0" lX4 CEDAR COVER TRIM ON lX3 CEDAR SPACER W/SCREEN FASTENING GRIP SCREEN SEALANT & ROD First Floor 0'- 0" First Floor 0'- 0" ~ studio a/b architects 651 West Main Street, Riverhead, NY 11901 631 591 2402 631 323 1426 info@stud~oabarchitecls corn William and Peggy Schwartz 3218 Li01e Neck Road Cutchogue, NY 11935 Phone' 2122428074 e-mall' peggy313@aol.com No. Description Date PROJECT: SCHWARTZ Residence Screened Porch Details Project number 1054 Date 6/4/11 Drawn by HA Checked by GB A. 11 Scale AB indicated GENERAL NOTES: (AS PER CODE STATE OF NEW YORK AND AMERICAN FOREST & PAPER ASSOCIATIONS WOOD FRAME CONSTRUCTION MANUAL FOR I & 2 FAMILY DWELLINGS) THE FOLLOWING NOTES ARE TYPICAL, REFER TO ATTACHED DRAWINGS FOR APPLICATION 1. DRAWINGS ARE NOT TO BE SCALED USE DIMENSIONS ONLY, CONTRACTOR SHALL CHECK ALL DIMENSIONS AND CONDITIONS AT JOB SITE, ANY DISCREPANCIES OR OMISSIONS FROM PLANS AND/OR SPECIFICATIONS MUST BE CALLED TO THE ATTENTION OF THE RECORD ARCHITECT AND SAME CORRECTED WITHIN (5) DAYS AFTER CONTRACT HAS BEEN AWARDED OTHERWISE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ME. 2, CONTRACTOR AN OR SUBCONTRACTORS SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCT)ON AG~,,,qST DAMAGE, BREAKAGE, COLLAPSES, DISTORTIONS AND MISALIGNMENT ACCORDING TO ALL APPLICABLE CODES, STANDARDS, AND GOOD CONSTRUCTION PRACTICES. 3 ALL MATERIALS AND CONSTRUCTION TO BE INCORPORATED IN THE WORK SHALL BE IN STRICT ACCORDANCE WITH THE LATEST EDITION OF A S,T,M SPECIFICATIONS WHERE APPLICABLE AND SHALL CONFORM TO THE STANDARDS AND RECOMMENDATIONS OF THE VARIOUS TRADE INSTITUTES (A.CJ, A.I S C., S J I,, ETC.) ARE APPLICABLE. ALL MATERIALS USED IN CONNECTION WITH THIS PROJECT MUST BE NEW MATERIALS UNLESS OTHERWISE STATED 4 ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTORS PRIOR TO CONSTRUCTION AND PRIOR TQ ORDERING MATERIALS 5. CONSTRUCTION TO CONFORM TO NYS BUILDING CODE, RESIDENTIAL CODE, ENERGY CONSERVATION CODE, FiRE CODE, PROPERTY MAINTENANCE CODE,PLUMBING CODE, MECHANICAL CODE, FUEL GAS CODE, TOWN OF SOUTHOLD CODE, AND ALL OTHER CODES AND REGULATIONS HAVING JURISDICTION, 6. THESE PLANS ARE DESIGNED TO MEET OR EXCEED THE REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE WHEN BUILDING ~N ANY JURISDICTION, EITHER INSIDE OR OUTSIDE THE CODE, VARIATIONS MAY BE REQUIRED, IT IS THE RESPONSIBILITY OF THE PLAN PURCHASER OR BUILDER TO VERIFY SUCH REQUIREMENTS WITH THE LOCAL CODE OR ENFORCEMENT OFFICER AND TO AMEND THE PROPOSED CONSTRUCTION AS SO REQUIRED. 7, CONTRACTOR SHALL LOCATE AND IDENTIFY ALL UNDERGROUND UTILITIES PRIOR TO EXCAVATION, CONTACT ALL UTILITY COMPANIES IF RELOCATION IS REQUIRED AND/OR REPAIRS 8 THROUGH 11 (NOTUSED) 12 ASSUMED SOIL TO BE SAND OR GRAVEL, WITH MINIMUM TRACES OF DRY CLAY, WITH A MINIMUM BEARING CAPACITY OF 2 TONS / SQ. FT, 13. CONCRETE TO BE PLAIN, MINIMUM 2500 PSI, 26 DAY SOIL TEST, PREDICATED ON THE ABOVE SOIL CONSUMPTION, IF OTHER SOILS ARE ENCOUNTERED, LOWER BEARING VALUES ARE TO BE ASSUMED AND THE FOUNDATION MUST BE REDESIGNED. INDIVIDUAL SITE CONDITIONS MAY ALSO REQUIRE SPECIAL FOUNDATION DESIGN, WHICH IS THE RESPONSIBILITY OF THE PLAN PURCHASER OR BUILDER. 14 STRUCTURAL STEEL TO BE ASTM A36. DETAILED, FABRICATED AND ERECTED PER AISC, 15, ALL WOOD FRAMING, INCLUDING JOISTS, BEAMS, POSTS, STUDS, ETC, TO BE DOUGLAS FIR LARCH NO,2 OR BETTER (UNLESS NOTED OTHERWISE) Lumber Design Critena Wsually graded lumber Douglas Fir Larch (#2 Surfaced Dry or Green @ 19% maximum moisture content) All values and factors are from the National Design SpeciScahons for Wood Construchon NDS - 2001 Extreme F~ber Stress in Bending (Fb) Single Members Repetibve use Factor Bending Stress Member Fb (psi) CI Fb (psi) Cr Fb (psi) 2x6 850x130=1105 x115=1271 2x8 850 x 1 20 = 1020 x 1 15 = 1173 2x10 550x110= 935x1.15--1075 2x12 850x 1 00 = 650 x 1,15= 978 Horizontal Shear Stress -- Fy x CH = 190 psi Modulus of Elasticity -- 1.60E+06 ps~ 16. ALL LAMINATED VENEER LUMBER (LVL) SHALL MEET THE AMERICAN PLYWOOD ASSOCIATION (APA) ENGINEERED WOOD SYSTEM (EWS) STANDARD PRL-501 WITH A STRESS CLASS OF 1.6E-2600F, 17. ALL pLYWOOD USED STRUCTURALLY SHALL MEET THE PERFORMANCE STANDARDS AND ALL OTHER REQUIREMENTS OF APPLICABLE U,S, COMMERCIAL STANDARDS FOR THE TYPE, GRADE AND SPECIES OF PLYWOOD AND SHALL BE SO IDENTIFIED BY AN APPROVED TESTING AGENCY 18. ALL WALL SHEATHING SHALL BE APA RATED STRUCTURAL PANELS CONFORMING TO PRODUCT STANDARD PSI WITH A MINIMUM THICKNESS OF 15132", THE PANELS SHALL BE APPLIED WITH THE LONG DIMENSION ACROSS THE STUDS. 19. ALL FLOOR AND ROOF SHEATHING SHALL BE APA RATED STRUCTURAL PANELS CONFORMING TO PRODUCT STANDARD PS~ WITH A SPAN RATING CONSISTENT WITH ITS INTENDED USE AND A MINIMUM THICKNESS OF 15132" (19132" FOR FLOOR SHEATHING). 20, THROUGH 30. (HOT USED) 31 GRADING AROUN ~ NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO EXISTING CONDITIONS, 32. ALL FOOTINGS TO REST ON VIRGIN, UNDISTURBED SOIL. 33, FOUNDATIONS AND FOOTINGS SIZED FOR BEARING ON VIRGIN BOIL AT MINIMUM BEARING CAPACITY OF 2 TONS PER SQUARE FOOT WITH A MINIMUM OF 3'-0" COVER, 34, PIER FOOTINGS SHALL EXTEND 6" FROM FOUNDATION ON ALL SIDES AND SHALL BE 12" THICK 35 ALL EXTERIOR FRAMING, AND INTERIOR FRAMING DIRECTLY CONTACT TO CGNCRETE OR MASONRY, SHALL BE ACQ TREATED LUMBER. FASTENERS TO USE WITH THE TREATED LUMBER SHALL SE STAINLESS STEEL, OR OTHER APPLICABLE MATERIAL. 36. ALL HEADERS TO BE (2) 2 X 8 UNLESS OTHERWISE STATED 37 ALL HEADERS TO BE SUPPORTED BY DOUBLE STUDS (TYP), UNLESS OTHERWISE STATED. 36. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR OPENINGS AND UNDER ALL POSTS AND PARTITIONS RUNNING PARALLEL TO SAME 39 BRIDGING TO BE EITHER SOLID, 1" X 3" OR 16 GA CROSS BRIDGING, MIN 8' -0" C.C. 40, ALL STRUCTURAL WOOD SHALL BE KEPT 2" BACK FROM CHIMNEYS 41, JOISTS HANGERS, ETC. TQ BE "SIMPSON STRONG TIE" OR APPROVED EQUAL FOR FLUSH STRUCTURAL CONNECTIONS. 42, FIRE BLOCKING TO CODE R602 8, DESIGN CRITERIA TABLE R301,2(1 ) CLIMATE AND GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM ICE SHIELD FLOOD SNOW SPEED DESIGN UNDERLAY- HAZARD(h) LOAD(0 (mph) CATEGORY WEATHER- FROST TERMITE(c) DECAY(d) WINTER MENT (g) lNG LINE DESIGN REQUIRED DEPTH(b) TEMP 45lbs 120 C SEVERE 3'-0" MODERATE SLIGHT TO 11 YES N/A TO HEAVY MODERATE DESIGN LOADS LOCATION LIVE DEAD DEFLECTION LIMIT SLEEPING 40LBS 10LBS L/360 ROOM OTHER THAN SLEEPING 30LBS 10LBS L/360 ATTIC (NON STORAGE) 10LBS 5LBS L/240 ATTIC (STORAGE) 20LBS 10LBS L/240 ROOF W/FIN. CEILING 20LBS (SNOW) 15LBS L/240 ROOF NO FIN CEILING 20LBS (SNOW) 7LBS L/180 SNOW LOADS HAVE BEEN ADJUSTED TO REFLECT THE SLIDEOFF FACTOR, AS A FUNCTION OF ROOF PITCH. RAFTER SIZES MAY HAVE TO BE INCREASED TO ACCOMMODATE HIGHER SNOW LOADS. WIND BORNE DEBRIS PROTECTION WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND A MAXIMUM SPAN OF 6 FEET SHALL BE PERMITTED, PANELS TO BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. FASTENER SPACING FASTENER TYPE PANEL SPAN 4 FOOT 6 FOOT E 4 FOOT < PANEL SPAN < PANEL SPAN _< 6 FOOT E 8 FOOT 2 1/2" #6 WOOD S, ;EWS 16" 12" 9" 2 1/2" ~8 WOOD SCREWS 16" 16" 12" a. THIS TABLE IS BASED ON 120 MPH WIND SPEED AND A 33-FOOT MEAN ROOF HEIGHT b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL c. NAILS SHALL BE 10d COMMON OR 12d BOX NAILS d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE ATTACHED UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE WITHDRAWAL CAPACITY OF 490 POUNDS e. WHERE MULTIPLE PANELS ARE NEEDED, USE 2X4 ALONG THE PANEL JOINT NAILING SCHEDULE AS PER AMERICAN WOOD COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL FOR 1 & 2 FAMILY DWELLINGS JOINT DESCRIPTION NUMBER OF NAILS N,~IF SPACING ROOF FRAMING RAFTER TO TOP PLATE (TOE- NAILED) CEILING JOIST TO TOP PLATE (TOE-NAILED) CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) COLLAR TIE TO RAFTER (FACE-NAILED) BLOCKING TO RAFTER (TOE-NAILED) RIM BOARD TO RAFTER (END-NAILED) 3-5d 2-8d PER RAFTER PER JOIST EACH LAP EACH LAP PER TIE EACH END EACH END WALL FRAMING TOP PLATE TO TOP PLATE (FACE- NAILED) TOP PLATES AT INTERSECTIONS (FACE NAILED) STUD TO STUD (FACE-NAILED) HEADER TO HEADER (FACE-NAILED) BOTTOM PLATE TO FLOOR JOIST,BAND JOIST, END JOIST, OR BLOCKING (FACE-NAiLED) BOTTOM PLATE TO FLOOR JOIST,BAND JOIST,END JOIST, OR BLOCKING (FACE- NAILED) 16d PER FOOT JOINTS-EACH SIDE 24"0 C 16"O.C ALONG EDGES PER STUD PER FOOT FlOOr FRAMING JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAiLED) BRIDGING TO JOIST (TOE-NAILED) BLOCKING TO JOIST (TOE-NAILED) BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) LEDGER STRIP TO BEAM (FACE-NAILED) JOIST ON LEDGER TO BEAM (TOE-NAILED) BAND JOIST TO JOIST (END-NAILED) BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-6d 2-6d 3-8d PER JOIST EACHEND EACHEND EACHBLOCK EACHJOIST PER JOIST PER JOIST PER FOOT ROOF SHEATHING STRUCTURAL PANELS 1Od 6" EDGE / 6" FIELD 2-8d PER SUPPORT 3-8d ER SUPPORT WALL SHEATHING STRUCTURAL PANELS 10d 3" EDGE / 12" FIELD GYPSUM WALLBOARD 5d coolers 7" EDGE / 10" FIELD CEILING SHEATHING GYPSUM WALLBOARD 5d coolers 7" EDGE / 10" FIELD FLOOR SHEATHING STRUCTURAL PANELS 1" OR LESS 8d 6" EDGE / 12" FIELD GREATER THAN 1" 10d 6" EDGE / 6" FIELD NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.C AT PANEL EDGE, IF WALL SHEATHING IS NAILED 3" O C. AT PANEL EDGEROO~S OTHER THAN SLEEPING TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER QF NAILS SHALL BE PERMITTED TO BE REDUCED~ TO 1-16d NAIL PER FOOT, WALL OPENING MEMBER SCHEDULE ROUGH OPENING HEADER HEADER TO NUMBER OF SILL SILL TO WALL SPAN WALL JACK STUDS CONNECTION CONNECTION' 8' >= W > 6' (2)-2X12 OR 8-16d END-NAILED (1 )- 2X6 (2)- 2X6 (3)- 16d (2)-MICRO 13/4" X 9 TOE-NAiLED 1/4" OR LARGER 6' >-- W > 4' ((2)-2X10 OR 6-16d END-NAILED (1)- 2X6 (2)- 2X6 (3)- 16d LARGER TOE-NAILED 4' >= W (2)-2X6 OR LARGER 4-16d (1)- 2X6 (2)- 2X6 (2)- 16d TOE-NAILED UPLIFT CALCULATION, MONOSLOPE ROOF Tu = Wupli8 x (16112) x L/2: 36 psrx (16/12) (17.25 fi) / 2 = 4,4 INSTALL SIMPSON HI HURRICANE TIE AT EACH RAFTER END LATERAL LOAD CALCULATION, FOUNDATION HOLDOWN HOLDOWN FORCE - VxH = 6347 INSTALL SIMPSON HDIOA HOLDOWN AT END OF SHEAR WALL LATERAL LOAD CALCULATION, FLOOR TO FLOOR CONNECTION HOLDOWN FORCE -- VxH= 3986 INSTALL SIMPSON FTA5 FLOOR TIE ANCHOR AT END OF EACH SECOND FLOOR SHEARWALL, SIMPSON LTS @EVERY STUD SIMPSON H2 @EVERY STUD SIMPSON H7 @EVERY STUD STUD SPACING SAME AS TRUSS/RAFTER SPACING (NTS) (~ Typical Wall to Roof Connections NOT TO SCALE (NTS,) SIMPSON LTS OR MTS @ EVERY STUD SIMPSON LTS OR FTA ~ EVERY STUD SIMPSON CS200 @EVERY STUD SIMPSON FSC SIMPSON MSTA 36 SIMPSON HDU2 SIMPSON CS16 FSC HDU2 (NTS,) SIMPSON CS200 @ EVERY STUD SIMPSON LTS OR MTS @ EVERY STUD SIMPSON H6 @EVERY STUD SIMPSON 35F @EVERY STUD (NTS.) Typica Wall to Wall Connections NOT TO SCALE (~ Typical WaD to Floor Connection NOT TO SCALE WASHERS MUST BE INSTALLED BETWEEN BOLT HEADS OR NUTS AND WOOD WASHER MUST BE INSTALLED HERE H Simpson Strong-Tie HD19 (~ Typical Holdown Detail NOT TO SCALE SIMPSON HTS16 TWIST STRAPS COMPLIES WITH TABLE 3 3B WFCM-1995 (16) 10D NAILS REQ'D -- (6) 12" SIMPSON CS20 TIES COMPLIES WITH TABLE 3 3B, WFCM-1995 SIMPSON STRONG TIE HEADER TO JACK POST CONNECTION DETAIL (NTS.) (~ Typic&l Window Opening Connections NOT TO SCALE 2- 1/2" BOLTS Simpson Strong-Tie AC4 TYPICAL BC INSTALLATION (NTS) TYPICAL AC INSTALLATION TYPICAL BOLTS CONNECTION Simpson Strong-Tie ABU44 TYPICALABU INSTALLATION (NTS) ~-~) Typical Post Girder Connections NOT TO SCALE (~) Typical Post Base NOT TO SCALE ALUMINUM FLASHING DECKING FASTENER LINE OF HOUSE TREATED NAILER PLATE BOILTED TO HOUSE SEE DWG FOR EXACT SIZE JOIST SEE DWG FOR EXACT SIZE 3/5"X7" LONG HOT DIPPED GALVANIZED LAG BOLT WITH MATCHING WASHER, STAGGERED @16" C.C. INTO JOIST SIMPSON B1 @EVERY STUD SIMPSON LTS @EVERY STUD BMPSON SP4 SIMPSON SP1 @EVERY STUD SIMPSON H10 @EVERY STUD SIMPSON H7 @EVERY STUD SIMPSON R4 @EVERY STUD GALVANIZED METAL JOIST HANGER (SIMPSON OR EQ.) JOIST NAILER PLATE DETAil fNTS3 (~) Typical Deck Ledger NOT TO SCALE STUD SPACING DIFFERENT FROM TRUSS/RAFTER SPACING (NTS.I studio a/b architects 651 West Main Street, R~verhead, NY 11901 631 591 2402 631 323 1426 tnfo@studioabarchitects,com Owner: William and Peggy Schwartz 3218 Lillle Neck Road Cutchogue, NY 11935 Phone: 2122428074 e-mail: peggy313@aol com No, Description Date I PROJECT: SCHWARTZ Residence Structural Notes Project number 1054 Date 6/4/11 Drawn by HA Checked by GB S.01 Scale AS indicated RAISED DECK TO FLUSH TO EXISTINGA i UPPERBBCK/__/ ~-- / ('~ ...... ~/ studio a/b architects JOISTS TO MATCH EXISTING OR / '~ ' " 2X8 ACQ @16" O C, // I 651R~verhead,West MainNy 1Street'1901 631 591 2402 - NEW LSL 4X4 COLUMN ABOVE 681 323 1426 / I '\~ I info@studloaba rchitects,com t I OBTAIN (3)-2X4 Owner: ADD 2X4 TQ I I JACK STUDS ABOVE I I William and Peggy Schwartz I /I SOLIDLY cJ CONTINUES TO 3218 Ultle Neck Road d FLOOR Cutchogue, NY 11935 o~_~ I Phone: 2122428074 ×~o e-mail: peggy313@aol,com __ I IO@~'- I I EXISTING DECK / \ NEW LSL 4X4 COLUMN ABOVE \ NEW LSL 3-2X4 COLUMN ABOVE I I I ~ I EW CAD B A~ AR1 FION ~ c4 / ~,~G EXISTING DECK · , ,~ XI ~TING STEEL GIRDER /./ I I ~ ' '' ' ' :~' ~ ~ ] ; / I/ NEW(3)'-~X4cOLUMNABOVE ~ !,' ]':, t, o SELOW, :O~UMN TO G~RDER ~. ~ALL' ~ EXISTING ~ ~ /' I I o I I 8'-8" ' ~P,~OE. ' I I ~ I, 'x ' ] EXlSTINGSTAIRWELL ' I I NEW ' TING ¢ I I . t BX'ST,NG-- , -- ,, ~ : CRAWL [ I ~' ~ | ;~~ Fl SPACE I ~u ~ / I '~) ;¢ ¢ , , ± -, ' ' '~ '," " '" I I ~ ~ ~ ~ ' ~ ~ ~ I' I ~ !1 ' 1/8" = 1'-0" (~ First1/4,, = l'-0"FI°°r Framing Layout \~, ~ 5/8" DIA ANCHORBOLT@4B"O.C. max / 518"DIA, ANCHOR BOLT@48"O,C, max, 4X4OR6X6 4X4ORGX6 RE,,TA]NING WALL - ~ > ,NGROUTESOBLLS, /~COLUMNBASE ---- II= I----I [--I ~.,¢ ~ SRAVE, A.SDRA, NaYS.EM SCHWARTZ ,~ ~, ~ -. ,~ ~, _ Residence WATER PROOFING, TYP. ~ ~ ~/~ ~>'~, ,; ,, -- -- ~ ~ FOUNDAT, O. Foundation & 1 FL __ .,, co.c= ~, -_ ~ ~ ~ Decking Layouts "' 2" MIN.~ 0' - 8" ;~2" MIN, ~ ;2" MIN, ~ YSTEM ~12" MIN. FOR 1 STORY BLDG 512" MIN. FOR 1 STORY BLDG ~ __ N ~12" DIA. FOR 6X6 Project number 1054 ' - ,_,-=~__- y-- CRAWL SPACE CONCRETE FOUNDATION CRAWL SPACE CMU FOUNDATION (ALT.) TYPE A TYPE B RETAINING IS HIGHER THAN 3' Checked by GB (~) Typical Crawl Space Foundation (~ Typical Column Foundations S 02 '1/2" = 1'-0" ~ ~/2" = 1'-0" (~) Typical Timber Retaining Wall Detail NOT TO SCALE Scale AS indicated / EXiSTiNG DECK / JOISTS LSL 4X4 ABOVE 2-2X8 __ BELOW NEW SCREENED PORCH WALL studio a/b architects 651 West Main Street, Riverhead, NY 11901 631 591 2402 631 323 1426 -- NEW COLUMN BELOW NEW COLUMN BELOW TO  LSL 4X4, TYP, NEW 2-2X12 HEADER Owner, ON EXISTING WINDOW LSL4X4 William and Peggy Schwartz , ~ ~ C utchogue, NY 11935 Phone; 2122428074 ADD 2X4 TQ e-maih peggy313@aol.com ~ / ~ ~ ~ ~ TO FLOOR / I EXISTING STAIRWELL --: -- - ' NEW 2-2X12 STAIRWELL ' + 2x12 RIBGE BOARD / ~ i x~¢16"oc LSL 4X4 ~ ~ ~'~' ~ ~ ~ ~ ~ ~ <O ~ " ~ ~ RooFEXISTING / / / co u . ow ,_ A~ % ~BELowNEWLSL4X4COLUMN (3)-2x4 I ' I I1 I BELOW JOISTS LEVEL I I I NEW SKYLIGHT ~ c ~ I / ,. I I~ BELOW ON EXtSTING / ~ 2X8 EXISTING ~ERS I I / ~ ~ ~ TING ..... I r EXISTING ROOF BELOW. m I , , , , Second Floor Framing ~ Roof Framing 1/4" = 1'-0" 1/8" = 1'-0" SCHWARTZ Residence 2FL & Roof Decking Layouts Date 6/4/11 S.0,3 Scale As indicated CONNECTTO EXISTING HOT WATER HEATING SYSTEM 24'- 6 1/2" BASEBOARD HOT WATER HEATING RADIATOR, TYP. WALL MOUNt FAN CONVECTIO HEATER SPLIT SYSTEM AC OUTDO(~R UNIT INTERIOR UNIT, TYp (~ Second Floor HVAC Layout 1/8": ~'-0" HOT WATER HEATING FLOOR BOX, TYP. (~ First Floor HVAC Layout 1/8" = 1 '-0" (~ S_econd Floor Plumbing Layout 1/8" = 1'-0" SPUT SYSTEM AC OUTDOOR UNIT, - ..... ]]]]]]]] .... INTERIOR UNIT, TYP. ~r I ' I CONNECT TO EXISTING HOT WATER HEATING SYSTEM KICK PLACE MOUNT FAN CONVECTION HEATER WALL MOUNT FAN CONVECTION HEATER NOTE: HVAC SYSTEMS INDICATED ON THE DRAWINGS ARE SCHEMATIC. THE CONTRACTOR SHALL EVALUATE ALL EXISTING SYSTEMS AND PROPOSE NEW, ADDITION TO AND MODIFICATIONS OF SYSTEMS CONNECTTOEXiSTiNG 2FL~ATHR°°M2 ~B~'~ 3" VENT ST (~) First Floor Plumbing Layout .~/8D = 11.01, EXISTING PLUMBING SYSTEM TO REMAIN r-~ h T ~L BATHRO M 1 i I 2FL ROOF EXISTING EXCEPT REPLACING TUB ,3 VENT EXTENSION THRU ROOF LAVATORY BI"lOWER WC WITH SHOWER BASFMENT EXISTING I LAVA]ORY WC rub 2"VENq EXTENSION THRU (~) Waste Riser Diagram NOT TO SCALE Plumbing Fixture Schedule Room Fixture Type Product Finish2 j Note RELOCATE EXISTING VENT AS REQUrRED MABTERBATHROOM EXISTING CONNECT TO EXISTrNG PLUMBING SYSTEM TO REMAIN EXCEPT REPLACING EXISTING TUB WITH SHOWER 1 I Powder Room Lavatory Sink Lacava (www. lacava.com) Luce Lavatory ¢5101 Athlte W/ Vanity See Built-in Schedule 21Powder Room Lavatory Sink Faucet Kohler Symbol Lavatory Faucet K-19480 or, Nansgrohe Axor Terrano Single-Hole Faucet 3hrome 37001821 3 Powder Room Toilet Duravit US Toilets #d19054, or TOTe Aqua Flush Dual Todet #CST414M Whde 4 Powder Room Shower Head Hansgrohe Ralndance E 150 AIR Green 1 -Jet Showerhead, or Kohler Purist 1,75gpm Brushed Nickel, or Chrome K997, or Moon 8"Two Function EnviTM Ecg-Performance Ralnshower Models: 6350 Sedes 5 Powder Room Shower Valve -tansgrohe Axor Cdterio Trim. Ecostat Thermostafic Mixer 39384821 Brushed Nickel, or Chrome 6 Powder Room Built-in shower pan 3arner Free #3060LBF by Tile Re& (www.fileredi,com) or equal L~quid apply waterproofing: KBRS 8 Master Bathroom _avatorySink Faucet ~xisfing g Master Bathroom Fodet existing 10 Master Bathroom Shower Head Hansgrohe Raindance E 150 AIR Green 1-der Showerhead, or Kohler Purist 1.?Bgpm Brushed N~ckel, or Chrome K997, or Moen 8"Two Function EnviTM Eco-Pedormance Rainshower Models: 6350 Sones 11 Master Bathroom Shower Valve Hansgrohe Axor Ctt[eno Trim, Ecostat Thermostatic M~xer 39384821 Brushed Nmkel, or Chrome 12 Master Bathroom BuiB-in shower pan Tile Redi #3060LBF (www.tiieredi.com), or equal Liquid apply waterproofing: KBRS ~vw.showerbase.com) Shower Seal, or equal EXISTING WASTE FROM 2FL (ASSUMED) EXISTING WASTE MAIN (LOCATION ASSUMED) KITCHEN LAUNDRY PGWDERROOM MECHANICAL AND PLUMBING INOTES: 1, DRAWINGS ARE DIAGRAMMATIC AND SHALL BE USED IN LAYOUT OF WORK. DO NOT SCALE THE DRAWINGS. 2 COORDINATE THE WORK WITH THE REQUIREMENTS OF ARCHITECTURAL DRAWINGS FOR DIMENSIONS, LOCATIONS AND CLEARANCES. MAINTAIN MAXIMUM HEADROOM AND SPACCONDITIONS. WHERE HEADROOM OR SPACE CONDITIONS APPEAR INADEQUATE, ARCHITECT SHALL BE NOTIFIED BEFORE PROCEEDING WITH INSTALLATION 3, IF DIRECTED BY THE ARCHITECT, MAKE MINOR MODIFICATIONS IN THE LAYOUT AS NEEDED TO PREVENT CONFLICT WITH WORK OF OTHER TRADES OR FOR PROPER EXECUTION OF THE WORK. 4. ALL WORK SHALL MEET OR EXCEED LATEST REQUIREMENT OF NATIONAL, STATE, COUNTY, MUNICIPAL AND OTHER AUTHORITIES EXERCISING JURISDICTION OF THE WORK OF THIS PROJECT, ANY PORTION OF THE WORK WHICH IS NOT SUBJECT TO APPROVAL OF AN AUTHORITY HAVING JURISDICTION SHALL BE PROVIDED IN ACCORDANCE WITH NATIONAL FiRE PROTECTION ASSOCIATION REQUIREMENTS; COMPLY WITH APPLICABLE UTILITY COMPANY RULES AND REGULATIONS; COMPLY WITH OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA) REQUIREMENTS. 5. SECURE PERMITS AND INSPECTION CERTIFICATES AND TRANSMIT SAME TO THE OWNER AT THE COMPLETION OF THE WORK. 6 CLOSELY SCHEDULE THE WORK SO THAT WORK WILL EE INSTALLED AT THE PROPER TIME WITHOUT DELAYING THE COMPLETION OF THE ENTIRE PROJECT. 7. WHERE THE WORK WILL SE INSTALLED IN CLOSE PROXIMITY TO THE WORK OF OTHER TRADES, OR WHERE THERE IS EVIDENCE THAT THE WORK WILL INTERFERE WITH THE WORK OF OTHER TRADES, ARRANGE SPACE CONDITIONS TO MAKE A SATISFACTORY ADJUSTMENT. IF WORK IS INSTALLEIBEFORE COORDINATING WITH OTHER TRADES, MAKE NECESSARY CHANGES TO THE WORK TO CORRECT THE CONDITION WITHOUT ADDITIONAL COST TO THE OWNER. 5. THE CONTRACTOR SHALL VISIT THE PREMISES TO DETERMINE EXISTING CONDITIONS AND COMPARE SAME WITH DRAWINGS AND SPECIFICATIONS AND SATISFY HIMSELF OF ALL CONDITIONS PRIOR TO THE SUBMISSION OF A BID PROPOSAL. 9. THE HVAC CONTRACTOR SHALL ADOPT EXISTING HEATING SYSTEM AND PROVIDE NECESSARY ADJUSTMENT FOR THE PROPOSED CONFIGURATION 10. THE HVAC CONTRACTOR SHALL EVALUATE THE EXISTING HEATING SYSTEM CAPACITY, NOTIFY ARCHITECT AND OWNER O F IF EXISTING CAPACITY IS NOT ADEQUATE 11 THE HVAC CONTRACTOR SHALL DESIGN AND PROPOSE SPLIT AC SYSTEM, AND EXTENSION OF EXiSTiNG HOT WATER HEATING SYSTEM FOR APPROVAL. 12 THE HVAC CONTRACTOR SHALL PROVIDE ALL NECESSARY ELECTRICAL iNFORMATiON iNCLUDiNG THE WIRING DrAGRAMS FOR THE ELECTRICAL CONTRACTOR 13. THE PLUMBING CONTRACTOR SHALL RELOCATE AND/OR REMOVE OF EXISTING FIXTURES, ALLOCATE AND RECONNECT EXISTING VENTS, CAP UNUSED LINES AND CONNECTIONS OF NEW AND REUSED EQUIPMENT TO WATER, WASTE LINES, VENTS, DUCTS, AND LIKE. 14. ALL REMOVED EQUIPMENT AND MATERIAL SHALL BE REMOVED FROM THE PROJECT SITE, OR TO A LOCATION AS DIRECTED BM THE OWNER 15. ALL EQUIPMENT SHALL BE ILABELED WITH SYSTEMS SERVICE, AND WITH MANUALS; ALL PIPING SYSTEMS SHALL BE IDENTIFIED AS TO THEIR CONTENTS AND DIRECTION OF FLOW; ALL VALVES SHALL BE TAGGED WITH TAGS AND VALVES CHART SCHEDULE FRAMED AND WALL MOUNTED WHERE DIRECTED. 16. CONTRACTOR SHALL INSTALL THERMAL INSULATING MATERIAL AROUND ALL HOT AND COLD PIPING. 17. NEW HORIZONTAL PIPES RUN UNDER FLOOR. PRIOR TO ANY EXECUTIONS, CONTRACTOR SHALL NOTIFY TO THE ARCHITECT, IF ANY DRILLING TO THE EXISTING JOIST OR GIRDER IS REQUIRED. 18 THE CONTRACTOR SHALL SCHEDULE CONNECTION TO EXiSTiNG SYSTEMS AT A TiME THAT WiLL BE CONVENIENT FOR THE OWNER AND CAUSE MINIMUM DISRUPTION TO ALL PARTIES INVOLVED. Plumbng Fixture Schedule Room F~xture Type Product Finish2 13 2FL Bathroom Lavatory Sink existing t4 2FL Bathroom Lavatory Sink Faucet existing 15 2FL Bathroom Toilet existing 16 2FL Bathroom Tub exishng 17 2FL Bathroom Tub faucet existing 18 Kdchen Kitchen sink TBD 19 Kitchen K~tchen faucet TBD 20 2FL Bathroom 2 La_v. at?ry Sink Lacava (vc.~v.lacava,com) Luce Lavatory #5101 White w/Vanity cabinet. See Built-in Schedule 21 2FL Bathroom 2 Lavatory Srnk Faucet Kohler Symbol Lavatory Faucet K-19480 or, Hansgrohe Axor Terrano Single-Hole Faucet Chrome 37g0182f 22 2FL Bathroom 2 Toilet Durav8 US Toilets #d19054, er TOTe Aqua Flush Dual Toilet #CST414M White 23 2FL Bathroom 2 Shower Head Hansgrehe Ra~ndance E 150 AIR Green 1-Jet Showerhead, or Kohler Purist 1 75gpm Brushed Nickel, or Chrome K997, er Moen 8'Two Function EnviTM Ecg-performance Rainshower Models' 6350 Series 24 2FL Bathroom 2 Shower Valve Hansgrohe Axor Cittedo Tdm, Ecostat Thermostatic Mixer 39384821 Brushed Nmkel, or Chrome 25 2FLBathroom2 I Shower Pan Durawt D-Code#720065 White studio a/b architects 651West Main Street, Rwerhead, NY 11901 631 591 2402 631 323 1426 info@studioabarchitects.com Owner William and Peggy Schwartz 3218 Little Neck Read Cutchogue, NY 11935 Phene: 2122428074 e-mall' peggy313@aol.com Description Date PROJECT: SCHWARTZ Residence HVAC and Plumbing Layouts Project number 1054 Date 6/4/11 Brawn by HA Ohecked by GB M.01 Scale AS indicated EXISTING ELECTRICAL AC UNIT SYSTEM TO REMAIN 651 West Main Street, A( UNIT ~ ~ ~ Rlverhead, NY 11901 , 631 323 1426 I~ ~ ( H LGHTING ~ ACUNIT, ;~ i I Owner: I I I I ~ I I LICHTING, ¢ ¢ ' ,' William and Peggy Schwa - ALL EXISTING ELECTRICAL 1 I I I I I I I I /A~ :B~ FAN ~ IN YMGHT ~ ~ ABOVE COUNTER --~ ~ Basement Eloctrical Layout ~ First Floor ~loctrical kayout Socond Floor Electrical ka~out 1/8" = 1E0" ~ 1/8" = 1'-0" No. Description Date 1/8" 1'-0" Llghgn~FiAure ~ Finish ~ Note LEGEND ~ TELEVISION OUTLET ~d TELEPHONE OUTLET -~ FAN OUTLET E~ BUZZER ELECTRICAL NOTES: 1. DRAWINGS ARE DIAGRAMMATIC AND SHALL BE USED IN LAYOUT OF WORK. DO NOT SCALE THE DRAWINGS. 2. COORDINATE THE WORK WITH THE REQUIREMENTS OF ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR DIMENSIONS, LOCATIONS AND CLEARANCES. 3. IF DIRECTED BY THE ARCHITECT, MAKE MINOR MODIFICATIONS IN THE LAYOUT AS NEEDED TO PREVENT CONFLICT WITH WORK OF OTHER TRADES OR FOR PROPER EXECUTION OF THE WORK. 4. ALLWGRK SHA,LLCOMPLY WITH TNE NAT[O.AL ELECTRICALCGDE, LOCALCOaES AND UTILITY COMPANY REQIUIREMENTS, ALL APPROPRIATE MUNICIPAL AND REGULATORY AGENCIES, CODES AND REQUIREMENTS. 5. CONTRACTOR SHALL PREPARE AND SUBMIT TO THE PROPER AUTHORITIES, FOR THEIR APPROVAL, ALL REQUIRED DOCUMENTATION. PROVIDE ALL NECESSARY NOTICES, OBTAIN ALL PERMITS AND PAY ALL LOCAL, STATE AND FEDERAL TAXES, FEES AND OTHER COSTS IN CONNECTION WITH THE WORK. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING ALL CONTROLLED INSPECTIONS REQUIRED BY APPLICABLE ADMINISTRATIVE BUILDING CODE. 7. OBTAIN BOARD OF FIRE UNDERWRITER/LICENSED ELECTRICIAN CERTIFICATES FOR WIRING. 8. CLOSELY SCHEDULE THE WORK SQ THAT WORK WILL BE INSTALLED AT THE PROPER TIME WITHOUT DELAYING THE COMPLETION OF THE ENTIRE PROJECT. 9. WHERE THE WORK WILL BE INSTALLED IN CLOSE PROXIMITY TO THE WORK OF OTHER TRADES, OR PROJECT: WHERE THERE iS EVIDENCE THAT THE WORK WILL INTERFERE WITH THE WORK OF OTHER TRADES, ARRANGE SPACE CONDITIONS TO MAKE A SATISFACTORY ADJUSTMENT. IF WORK IS INSTALLED SCHWARTZ BEFORE COORDINATING WITH OTHER TRADES, MAKE NECESSARY CHANGES TO THE WORK TO CORRECT THE ICON DITION WITHOUT ADDITIONAL COST TO THE OWNER. Residence 10. THE ELECTRICAL CONTRACTOR SHALL INSTALL ALL WIRING FOR THE MECHANICAL SYSTEMS REQUIRING FIEILD WIRING, ACCORDING TO THE WIRING DIAGRAMS PROVIDED BY THE MECHANICAL CONTRACTOR. 11 EXAMINE AND EVALUATE ALL EXISTING ELECTRICAL SYSTEMS CONNECTED TO THE PROJECT; VERIFY CAPACITY OF EXISTING SERVICE WITH NEW LOAD REQUIREMENTS; NOTIFY ARCHITECT OF CONDITION OF EXISTING SERVICE AND WIRING OF ANY OUTLETS NOT FUNCTIONING OR ILLEGAL; OTHERWISE, ALL EXISTING CIRCUITING SHALL REMAIN INTACT FOR REUSE, Electrical Layouts 12, INSPECT EXISTING CIRCUIT BREAKERS. ADD ADDITIONAL CIRCUIT BREAKERS TO THE SERVICE BOX AS NECESSARY TO CORRECT IMPROPER, UNSAFE WIRING. 13. EXAMINE AND EVALUATE EX[STING FIRE ALARM SYSTEM INCLUDING SMOKE, FIRE, HEAT, AND/OR CARBON MONOXIDE DETECTORS, AND PROPOSE ADDITIONAL DETECTOR/ALARM SYSTEM, AS REQUIRED, COMPLYING WITH ALL APPLICABLE CODES. 14. ALL OUTLETS WITHIN 6 FEET OF WET AREAS SHALL BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI), UNLESS OTHERWISE NOTED. 15 INSTALL ALL APPLIANCES ON SEPARATE CIRCUIT. 16 BEFORE THE ROUGH WIRING, SCHEDULE A WALK THROUGH TO VERIFY AT THE SITE ALL LIGHTING AND OUTLET LOCATIONS WITH ARCHITECT AND OWNER. Protect number 1054 17. LOCATE NEW SWITCHES TO MATCH HEIGHT OF EXISTING, UNLESS OTHERWISE NOTED. Date 6/4/11 18. LOCATE NEW RECEPTACLES TO MATCH HEIGHT OF EXISTING, UNLESS OTHERWISE NOTED. 19. LOCATE ALL SWITCHES SO THAT THE CENTERLINE OF THE FACEPLATE IS 5" FROM THE FINISHED EDGE Drawn by HA OF ADJACENT DOOR OPENINGS OR EDGE OF WALL UNLESS NOTED OTHERWISE. 20. GANGED MULTIPLE SWitCHES BEHIND A SINGLE FACEPLATE. Checked by OB 21. THE CONTRACTOR SHALL SCHEDULE CONNECTION TO EXISTING SYSTEMS AT A TIME THAT WILL BE CONVENIENT FOR THE OWNER AND CAUSE MINIMUM DISRUPTION TO ALL PARTIES INVOLVED, F 0 1 Scale AS indicated A Ceiling sur[ace mount fixture, JUNO CYLINDRATM 15W LED, T251LED-27K-FL-WH tvhge LED Flood, 2700K www.junohghtinggroup.com Track head on monopolnt B Wall sun'ace mount fixture, JUNO CYL[NDRATM 15W LED, T251LED-27K-FL-WH ~hlte LED Flood, 2700K Track head on monopoint C Track light head on track JUNO CYLINDRA~ 15W LED, T251LED-27K-FL-WH white LED Flood, 2700K D Under Cabinet Light, 30" WAC DA-LED10 white LED 10xl W, 3000K WAC: vc, vw.waclighting.com _ Under Cabinet Light, 24" WAC BA-LED8 white LED 8xl W, 3000K Ceiling recessed shower light ¢VAC HR/LED 431, w/lC housing lwhite LED, 3000K __ 3 Wall mount wet Iocahon fixture Lightoher Opalex 6776 ~,19 75W -I Fluorescent ceiling light HALO H2451___ 22W c~rcle fluorescent ¢~,~v.co op erlig htin g.com Exterior wall mount fixture SHAPER 682-WP ~atural bronze (NBZ) 12)~r2W (GX24q'4) triple CFL ¢~v.cooperlighting.com < Ceiling recessed light for WAC HR/LED431 w/Non-lC housing ~/hite 3 LEDs 18W, 3000K damp location Ceiling Recessed Multi Spot WAC MT-LED118-WT ~vhite lx6 LED, 3600K, Flood 'vl Wall through Fan Panasonic FV-OSWQ1 WhisperWallTM 70 CFM Wall white www2.panasonic.cem Mounted Fan