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HomeMy WebLinkAbout37018-Z Town of Southold Annex ~y1FF0[~ 9/24/2013 P.O. Box 1179 54375 Maiu Road l~p Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 36523 Date: 9/24/2013 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 3900 Route 25, Greenport, SCTM 473889 Sec/Block/Lot: 35.-5-1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this ofiiced dated 1 /24/2012 pursuant to which Building Peruut No. 37018 dated 2/27/2012 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: one family dwelling_with unfutished basement front entry deck screened porch and decks as annlied for The certificate is issued to Massey, Steven &Myers-Massey, Margo (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-10-0059 9/12/13 ELECTRICAL CERTIFICATE NO. 37018 8/6/13 PLUMBERS CERTIFICATION DATED g/22/13 Peconic Plumbing & Heatin - - t riz Si ure d```~vu~~ ~ TOWN OF SOUTHOLD F BUILDING DEPARTMENT ~ ~ TOWN CLERK'S OFFICE _~©~tiF 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 37018 Date: 2/27/2012 Permission is hereby granted to: Massey, Steven 8~ Myers-Massey, Margo 525 Stuyvesant Ave Rutherford, NJ 07070 To: Construction of a New Single Family Dwelling; Kitchen, Living Room, Dining Room, 3 Bedrooms, 2 Baths, Walk-In Closet, Powder Room, Laundry, Pantry, Fireplace, Deck, 2 Covered Porchs, Screened Porch, Unfinished Basement, as applied for. At premises located at: 3900 Route 25, Greenport SCTM # 473889 Sec/Block/Lot # 35.-5-1 Pursuant to application dated 1/24/2012 and approved by the Building Inspector. To expire on 8/28/2013. Fees: CO -NEW DWELLING $50.00 SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,770.80 Total: $2,820.80 Building Inspector TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD,NY BUILDING PERMIT RMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit 37018 Date: 2/27/2012 Permission is hereby granted to: Massey, Steven &Myers-Massey Margo 525 Stuyvesant Ave Rutherford, NJ 07070 _ _ - TO' Construction of a New Single Family Dwelling; Kitchen, L'vin Room, ~1r.~a , Din~Room, 2L, 3, Bedrooms, Baths, Powder Room, Laund Pantry, E~y ~1, Fi~eplace,'~ove d Pies;' r G dge, Screen Porch, W~~,. E~1r~se~m, ~(rou only), Unfinished Bas~nt, as applied for. At premises located at: 3900 Route 25, Greenport SCTM # 473889 Sec/Block/Lot # 35.-5-1 Pursuant to application dated 1/24/2012 and approved by the Building Inspector. To expire on 8/28/2013. Fees: CO -NEW DWELLING $50.00 SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,265.60 / ~ Total: $2,315.60 SaS,~ Building Inspector Rorm No. ti TOWN OF SOUTIIOLD 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 tines, 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 Compliance from architect or engineer responsible for the building. 6. Submi[ Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land 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 l . Certificate ofOccupancy -New dwelling $25.00, Additions to dv,~elling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Yre-existing Building - $100.00 3. Copy of Certificate ofOccupancy - $25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy -Residential $]5.00, C'ununcrcial $15.00 Uate_ New Construction: _ Old or Prc-existing Building (check one) Location of Property. ~ a ~~5~{~_ _~-,l c~('2~ n n~ r _ House No. ,/y~ Street MM Hamlet Owner or Owners of Property: ~~~,1 1 t 1QS S 2~_~lVC~ _ ~G1tP~'S - ~(tSS~ t-- Suffolk CouutyTax Map No ]000, Sectirm _ Block ~ Lo[ Subdivisiun Filed TvIap. Lot Permit No Date of Per nut ~ - a Z- LZ Applicant _~Qh ~Cv~ , ~ ~ ~hL _ Health Dept Approval: ? Undenvrilers Appro~~al Planning Board Appro~ iI Request for: TemporaryCerti(lcale__ = krnalGctt+fir~+~ ? (ehecka~c) Fee Submitted: _~%v_d - ,z~,7~Y , ~ ~ I I~ L~: SEP 2 3 2013 mod` ~f~~''-_'- _ pplicant Signatm~e r -'~'_iOL~ ~FFO(, f Town Hall Annex ~pp~ C~~ Telephone (631) 765-1802 54375 Main Road ~ ? Fax (631) 765-9502 P.O. Box 1179 Wo • Southold, NY 11971-0959 gyp! # ,',DOS' roaer.richertna town.southold.nv.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Massey Address: 3900 Rt 25 City: Greenport St: NY Zip: 11944 Building Permit 37018 Section: 35 Block: 5 Lot: 1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&$ Electric License No: 578-e SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commedcal Outdoor X 1st Floor X Pod New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200a Heal gas Duplec Recpl 46 Ceiling Fixtures 21 HID Fixtures Service 3 ph Hot W ater GFCI Recpt 8 Wall Fixtures 16 Smdce Detectors Main Panel 200a A/C Condenser 2 Single Recpt 1 Recessed Fixures 20 CO Detectors 2 Sub Panel A/C Blawer 2 Range Recpt Fluorescent FiMure Pumps Transformer Appliances dw Dryer Recpt 1-30 Emergency FiMUres Time Clocks Disconnect 200a Switches 40 Twist Lock E>at Fixures TVSS Otner EGuipmern: 200a underground service, 1-exhaust fan 2-paddle fans Notes: Inspector Signature: ~ y,~~~J_ Date: Aug 6 2013 Electrical Cert'rficale.xls ~~°~av n C°~y Town Hall, 53095 Main Road O ~ Fax (631) 765-9502 P.O. Box 1 ] 79 y~~ Telephone {631) 765-1802 Southold, New York 11971-099 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: g as ~<3 Building Permit No.. 3 ~ Q/~ a Owner: ,f 1.9>ZGo /~'/evoes / .S: ue.J ~~4SSer (pleascprint) Plumber: ~L° CD([i f,C- ''T (please print) I certify that the solder used in the water supply system contains less than 2/10 of I lead. v~po t. taPm Mwry n,nr~c, stau dnwtanc rro. olto6o~ooet ow~bd m sunak~y (7anmistion t>'uires o7 -7 `~-f L ers 1 Sworn to before me this day of 20 /.3 L Notary Public, `~.+^'1-' J 1CJ~County I+ ~ I ~ I SEP 2 3 ~ rn~~,-` - ,.-,ono - ~ ~ ~,~OF SOUTy„- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 SPECTION [ FOUNDATION i ST [ ]ROUGH PLBG. ( ]FOUNDATION 2ND [ ]INSULATION [ ]FRAMING /STRAPPING [ ]FINAL [ ]FIREPLACE 8~ CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) REMARKS: ~ fL~-cJ~ <~J ~s ' I G ~ y~.G G n DATE ~ INSPECTOR ~,~,OF 80/~j~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 1 NSPECTION [ ] FO)1NDrATION 1ST [ ]ROUGH PLBG. [ VJ/FOUNDATION 2ND [ ]INSULATION ( ]FRAMING /STRAPPING [ ]FINAL [ ]FIREPLACE 8~ CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) REMARKS: C-- DATE j Z/ INSPECTOR / ~ ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 1 NSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ] FOUNDAT [ ]INSULATION ~~~./~C-{ ] FRAMIN STRAPPING [ ]FINAL ~r ~,r ]FIREPLACE & C EY [ ]FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) 1 REMARKS: ~ J ~ CJ S DATE ~~L r INSPECTOR ~o _ 3~ o r TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ] F NDATION 2ND [ ]INSULATION S~ [ ] FRAMIN /STRAPPING [ ]FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ] ELECTRN:AL (FINAL) REMARKS: DATE INSPECTOR o~~~ saury~ #®f ~ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 1 NSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ ]FRAMING /STRAPPING [ ]FINAL [ ]FIREPLACE 8~ CHIMNEY [ ]FIRE SAFETY INSPECTION [ l FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ELECTRICAL (ROUGH( [ ]ELECTRICAL (FINALy REMARKS: ~/sfcC~r L-Zc~ --f~lG- DATE ~ INSPECTOR ~ -~..-~-a-~-- T 7~/ ~ o~,~Of SOU~y~ 3 TOWN OF SOUTFIOLD BUILDING DEPT. 7651802 INSPECTION [ ]FOUNDATION 1ST [ ROUGH PLBG. [ ] F~kJNDATION 2ND [ ]INSULATION [ /FRAMING /STRAPPING [ ]FINAL [ ]FIREPLACE & CHIMNEY [ ] FI SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) REMARKS: ~'~'y'"'"`z ~O°-.~ Gam= ~ DATE ~ /3 INSPECTOR ~`"t L~ . ~JQ t X o~,~,OF 80pT~ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECT ON [ ]FOUNDATION 1ST [ ] UGH PLBG. [ ]FOUNDATION 2ND [ INSULATION [ ]FRAMING /STRAPPING [ ]FINAL [ ]FIREPLACE 8~ CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (R~ N) _ [ ] ELECTRN:AL (FI REMARKS: °-'~~`'`~J~>L ~ ' T- DATE ~ ' INSPECTOR ' , ho~~,OF SOUT,yo 6 N~ / ~~~blMn /j~"1 TOWN OF SOUTNOLD BUILDING DEPT. 765.1802 1 NSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ ]FRAMING /STRAPPING [ ]FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: r ~~vc ' G t DATE ~ t INSPECTOR 3 ~ ~ o~~,oF souy°6 TOWN OF SOUTNOLD BUILDING DEPT. 765.1802 INSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INS CATION [ ]FRAMING /STRAPPING [ FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) C REMARKS: 4~0~~/ f~y,(L_ ct rs G?'r'~TI~L_ fi Cam DATE -3 INSPECTOR 3 7©~ ~ ho~.~,OF SOUryo6 l +F®+~ TOWN OF SOU DING DEPT. 5.1802 INSPEC ION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ] U [ ]FRAMING /STRAPPING [ FI L [ ]FIREPLACE & CHIMNEY [ ]FIR TY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) S_ ~ REMARKS: R-8~1 ~ f- lam ~ ~ C~ DATE ~ 3 INSPECTOR 35~.~ I f~c~ ~ ~TwE~ NL~~~~Y 32~r~ ~,.res~ . 3 o o 1 N ~~D ~-~c~r~ Po~~ .a ~D AUG 1 9 2013 ~ t ~ _~,,~o Ph ~ ~~i ~ ~ s ~ CIS ~ c~ov~e.. ~~y ~ ~ P ~~s ~ ~ ~ ~ si odes ~ maI' o-~ ~ ~ o~ , ~~i3 , ~ ~d~?~e~ b~ c~wrpl' co~u~;ic t3. e -;r; IVata~y Public; Staie -a~c,~ Y'u:;; Ccmm'. , C•.• af, ~ co$, " 1 °t'~ DATF' ' ~ z y I T v ,~A'~O1't ~j,S'I~ ~ \ ~ I g I ~.~pq`IOP~ t~~ yd dr' ~ ~ ~ ~ ~ r ~ (3 ~ ~ I g0'u ~ ~ I 2 .PF~tN.Y. ~~L,A~ CORD - ~ STAT$' y r t ~S r~ cd 1 ~.A~pN?3+ S %a d3o~ 2- cd ~ ~ a s G 1-- ~.)UTHOLD BUILDING PERMIT APPLICATION CHECKLIST ~iNG DEPARTMENT Do you have or need the following before applying? `l)WN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Pians TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 2 ~fO / g Survey SoutholdTown.NorthFork.net PERMIT NO. / Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined ~ - ~ , 20 I ~ D 2-1 ~ Storm-Water Assessment Form ~f Lr ~ v ntact: Approved ~ ~ , 20 ~ ~ Mail to: JAN 2 4 2012 Phone: Expiration $ - , 2p BLDG. DEPT. TO N Of SOUT(10L0 Building Inspector APPLICATION FOR BUILDING PERMIT Date~)l~~U~ i !N , 20 (2 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. £ Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafrer, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (i afore of applicant or name, if a corporation) ~0 (age. rP-~EN~~T, NY 114 (Mai ng address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder ~c~Ch1'1 ~.CiT Name of owner of premises ~V~ 1 ~~~,1~ ~ ~i~S (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Nani6 and fide of oorpotatc officer') Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Locatio of land on which proposed work will be done: 3~Oo MAcIN RD ~ ~I~~~NP4~T House Number Street Hamlet 1 County Tax Map No. 1000 Section Block ~ Lot 1 Subdivision Filed Map No. Lot wo 2. State existing use and occupancy of premise fs a~~eNnd,.erd use and occupancy of proposed constructio. "~Or~~t a. Existing use and occupancy tI-- `t b. Intended use and occupancy S ~~Lt' t~~~ ~ ( ~f ~~l D~'h-1'~ - 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost '~0 ~ Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units I Number of dwelling units on each floor If garage, number of cars , 6. If business, commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories I I~ I/ t~l" ~ ~ i/Z,~Depth :XO i, 8. DimensionsRRf enttire e~v construction: Front " ~ © ~ Rear Height i~-~ " ~ ~ Number of Stories ~,e~ z q ~ q~ Rear 2~4 ~ ~ 3 Depth 2~ , 9. Size of ]ot: Front ~ 1 L- ` 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated ~ ~ ~ ~ 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES_ NO~WiII excess fill be removed from premises? YES NO ~I; Ma~Y cos a?Ns~l~sr. # ~ ~ 14. Names of Owner of premises Address $1zo0~.l.YN~ N y 11211 Phone No. ]i 9 ' S1 ~ --35 ~(o Name of Architect Address Fb l~C (0 83 6f~lJ~ane No q~'~'- Name of Contractor Address ~ Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO ~ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? *YES NO~ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 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. 18. Are there any covenants and restrictions with respect to this property? *YES NO ? * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, CONNIE D. BUNCH Notary Public, Stete of New York (S)He is the No. 018U0185060 (Contractor, Agent, Corporate Officer, etc.) Commission E~ires April 14, 2~(~ 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 true 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. Swom to before me this day o 20 Notary Public ~ Si e of Applicant ~o~~,oF sauryo~ Town Hall Annex J~ # Telephone (631) 765-1802 54375 Main Road ax (6311 765-~5~2 P.O. Box 1179 roger richert a('~town SOUtf t0 tla.nY.US Southold, NT 11971-0959 %OI~C~~,~i0 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: ,~~(~~/Z/ ~/Ao.1 Date: bZ 6 /3 Company Name: ~ 4 S~ 6~1~~R-tom Name: o~ t2~ ~c-.l.o License No.: Address: , o . (3 0 0~ _2.1 'S u Ct, o ~.n ~I ~ Phone No.: Si 6 8' ~ ! 6 JOBSITE INFORMATION: (*Indicates required information) *Address: 3q o0 2T ,~S ~ I~t a ,N ~ G~°JPoa~l' *Cross Street: (,I.) , c ~ ~ ~ ~ A ~ F ~Jo *Phone No.: ~ ~ - 767 - Q9 / ~ Permit No.: j 7Q / _ Tax Map District: 1000 ection: 3 5 Block: S Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) ~tl G cJ ~S t G> >`s~ Cf (Please Circle All That Apply) *Is job ready for inspection: YES NO Rough In Final *Do you need a Temp Certificate: YES NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters ~ Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION J 82-Request for Inspection Form e1' 111 ~ C~~vl 0 ,ok Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM ~ ~ pRppERTV LOC N: s.c.rM THE FOLLOWING AC710NS MAY RE441RE THE 8UBM13SION OP A ST ATERr O ~DRAI A E AND EROS O CO O PLAN ~~sM~" a-~cf~O~ T- CERTI~~ED BY A D 81 N PRO SIO IN THE STATE O~EW YORK. SCOPE OF WORK -PROPOSED CONSTRUCTION TS'EM# / WORRASSESSMEN'C Yes No a. Whet is ttte Total Area of the Project Parcels? ~ WiX this Project Retatn AX Storm Water Run-OiF (indude Total Area of ell Parcels located wihin r~ ~ ~ ~ Generated by a Two (2'~ Indt Rainfall on Site? the Scope of Work for Prgwsed Construcdon) (This item w6 indrrde aX mtmotf created by site is.r. r eam> b. Whet is the Total Area of Land Clearing dearng andlor consW lion actlvities as well as eN and/or Ground DisWrbance for the proposed /YY1 f i Site Improvements and Ore permanent crea5on of constfudlon adlviry? ~ impenAous surfaces.) (S.F.lAaea) 2 Does (he Site Plan and/or Survey Show All Proposed rl ? PROVIDE BRIEP PROJECT DESCRIPTION tFwwe>,eeNme v.ra. n ra.aeat Drainage Suudures lndlcatirtg SFze & Locetlon? Thls (X_r Y ` ! L~ Item shall imdude all Proposed Grade Changes and N CA~ ~j i.~ Fi4M ~ y l Siopes ControXing Surtace Water Flaw. ~~~1 ~ L~ ~ ~ ~ $ Does the Site Plan and/or Survey desaibe the erosion ~ % ? L ~ and sediment control pradlces that wpl be used to X.L.. ~1~ ~ control site erosion and alortn water discharges. This item must be matntalned throughout the Entire Construction Period. 4 WIX this Project Require any Land Filling, Grading a ? Excavation where there is a change W the Natural Existing Grade InvoNing more Otan 200 Cubic Yards of Material within any Paroer7 rj WiX this Application Require Land Disturbing Activities ? Enwmpessing an Area in F~ccess of Fiva Thousand (5,000 S.F.) Square Feet of Ground Surface? s Is there a Natural Water Course Running through Ote ~ r, Site? Is this Project within the trustees jurisdiction Lx~. penenl DEC SWPPP IieamnmeMa: or within One Hundred (10p') feet of a Wetland a Submisabn of a aWPPP i? raqubatl for aX Conetnwtion ecXvidea irndNng still Beach? dkturbanaes d tint (1) a more saes; including dieWrbencea al less tltan one sae that 7 WIII tltete be SXB preparation on F~tlstlng Grade Sbpes ? are pert of a larger Common plan that will tedmetay tlishub one or more aces d IoM; which Exceed FI(teen (15) feet of Vertical Rise to LX1 Inck.Ming l,onslructbn acdvitiea Imdving aril tHalwbarces or less than one (1) sae where One Hundred (100') of Horizontal Distance? tM DEG Fee dstarmined 1Mt a SPDFS permit ie required for storm water discharges. 1 SWPPP`s Shah meat era MiMmum Requiromonts of IM aPDES Oerwral Permit $ Will Driveways, Parking Areas or other Impefvious for tatorfn Water DlscMrgea bran Comtrualon acWiry - Permk No. GP-o-1a-s01.) Surfaces be Sloped to Direct Storm-Water Run-Off f. TM SWPPP shsX M prepared prix m me suomXtal of ate NOI. The NOI shell ba irrio and/or in the directbn of a Town right-of-way? submitted to Ne ppranrneM pna b me rxxrurNncement of comtrualan acXvlry. 2. TM SWPPP shall dnodDe me erosion end setllmenl control proctloaa and where 9 WXI thi9 Project Require tits Placement of Material. squired, pos4comin+cdon storm water nanagement pradtces mm wXt M used ardla Removal of Vegetation and/or the Constntdl0n of any wWmrled to testes the polulanta In storm water discharges end to assure Item WIti4n the Town Right-of-Way or Road Sfroulder - canpliance MM the temw and cpndXlons d this permg. In etldltbn, the SWPPP shall Aies4 vds NOTmws ew Imnn.non aoaw..r Nxwwd Identity pptantlal ea+roes or poNUtlon whldr may reasonaory M expected W attern Ule qualhy of slam wsNr dlfClragas. NOTE: If MY Mswx to Qugtloro One through New N Answered wah a Chsck Made s. All aWPPPa tlrt require Vre postmwtruWOn slam water management praceoa In • Sox aatl IFS eonstruedon ant dislurbarru N Mlwsan 4eed aF. a 1 Am M eras. wmpomm MwX Da prepared by a queligsd Design Profeaeiorul Llcerrsetl In New York a etsrmaArsbr, psdinp, Dninaga 8 Erosbn ContrW Plan q Regrrked by iheTawn of tlxl b Iurpwledge9bb In gte pdndples and prectices of Storm Water Management SoeMOld and Nuat ba SubmMW Pot Review Prix b bsuands a/Arry tFrlMirrp PerrrriL (r10TE: ACha&Mwk (,,1 snsla blbquYad fare OOmPees aaplcMim) STATE OF NEW YORK, No. 01 BUf3185p50 W York COUNTY OF SS QuaNfir3d in StAfdlt Courtly Commission Expires Aprl) 14 2p That L being duly sworn, deposes and says Chat he/she is the applicant for Permit, (Name of NOlviduai elgdng Daamant) Md that he/she is die (Owrxr, 5aaaaoi. Agert. CaG~oflNa. etc$ Owner and/or representative of the Owner or Owners, and is duly authorized to perform or have performed rite said Krork and to make and fde this application; that all statements contained in this application aze true to the best of his knowledge artd belief; and that the wotk will be perfotmerl in the manner set fords in rite application filed herewith. Sworn w ble`fo~re me this; ..........~~`lr'm'1 day o ....:7)'~lllG1:~.. 20.f~ Notary Public: ...bll..'Y..~.^.'~ .......~L24~,:.~.~~ tae of Apglcan) FORM - 06110 ~~~~pf SO~j~~~o Town Hall Annex Telephone (63]) 765-1802 54375 Main Road ~ ~ Fax (631) 765-9502 P.O. Box 1179 G ~ Southold, NY 1 1 97 1-095 9 ~ ~~~~UNT'1,~~ BUILDING DEPARTMENT TOWN OF SOUTHOLD August 16, 2013 Steven Massey 105 Ainslie St Brooklyn, NY 11211 Re: 3900 Route 25, Greenport TO WHOM IT MAY CONCERN: The Following Items (if Checked) Are Needed To Complete Your C ificate of Occupa"ncy:~ **NOTE: Affidavit for ground cover requir ~ ~ v YIQ,~~% V ~ Ve'~ Application for Certificate of Occupancy. (Enclo ed) } Electrical Underwriters Certificate. (contact yourelectri A fee of $50.00. w Final Health Department Approval. vl Y ~'F'IUmbers Solder CertiflCate. (All permits involving plumbing after Musa) Trustees Certificate of Compliance. (Town trustees # ~sstse2) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept BUILDING PERMIT: 37018 -New Single Family Dwelling B.P.#3TI4I~ BUILDING PERMIT EXAMINER CHECKLIST 4Date Submitted: 6 Z Z Date Reviewed: ~ /Y t p,~ Applicant $ ~ k Owner: ~~d Architect/: ~ Estimated Cost: ~ SCTM# 1000 - .3s ~ Subdivision: F ~~-Zone: ~ Conforming. - Property Address: .3Joo 7~t,li.= City: ~"'"z~ Pre COs? - Building Permits (Open/Expired): BP " -z / Go Z- ,Info: - BP -Z / GO Z- ,Info: BP -Z / GO Z- ,Info: BP -Z / C/0 Z- ,Info: BP -Z / GO Z- Info: Single & Separate Search Required? Y or~Deterlirination: STeRM W/l~7zR.. Rtt~i-a,t~F REQ. Lot Size: ~ ~ ACT. Lot Size: ~7 H 93 ~ REQ• Lot Cov. d 0 % ACT: Lot tod~~ REQ. Front 'D ACT. Front -u,,.RER f.~ Side ACT. Side`~S, REQ. Rear PROP. Rear ~ REQ. Height . 35~ ACT. Heigh~/,/ REst. 6oT SIDES CTS p~ a- _ ~ Waterf opt? Y o N? ,3 ~ 'a- f yes, wat bod;Y _ ~ Panel# Flood Zone: Bull a 1 f Distance: ADDI~ PPROVALS REQUIRED QLgNS (y~) SIGNED, SEAL6D.~SuR E~oR slrE PI-AN Suffolk County Health: Y~r N - If yes, *Bed#: *Date: /a/ /6/fr7 *Permit#c Rlo-~o~-yoS~`J Town Septi : I' N - If no, certificatro/n,ryequired: Y or NReceived: Y or N By: NYS DEC: egE-uec vnns Y or~i -Date: iLnPefrhit~#: or NJ Letter -Notes: Southold Trustees: Y or ICI -Date: ~n~A#: or NJ Letter -Notes: Southold ZBA: Y or I~- Date: Pe i,C -Notes: Southold Planning: Y oe{~l -Date: ~iiti'6#: -Notes: Town Landmark C of A: Y or~i TE: *NYS CODE Fompliance (page 2): Y or N CoNTR'1-~T~R IICENSE_DISRg(LITy LIlIB fTy WoKk~J NS CoMPrNS~TIONp ~ Note ~ ~ ~d~^-C~...=~(Iz+,~-r~(t ~ Fee Struc ure: a cu a Ion:- Foundation: ~3 t7 SF ~ X $ , ~ A~:~, First Floor: ~ SF + Initial Fee: $ ~ 6 , DU Second Floor: ~ ~0 7 SF + Additional Fee $ Other: ~SF SF X $ . Total: S~SF + Initial Fee: $ + Additional Fee ( $ SAS /3uiC7- ~ FEE --~J- TOTAL: $ Io~. ~ C NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHICDESIGN CRITERI~ ~ Gropad Saow Load: 20 ~ . Wind Spe . 120MP Seismic Design Cate ry: B e~ Weathering: Severe Frost Depth: 36" _ Termite: M-H Decay: S-M ' • Design Temp: 11 _ Ice Shield Underlay: YES Flood Hazards: USEJOCCUPANCY CLASSIFICATION: HBIGI-IT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEBRED/PRESCItIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N ' [[FADERS: Y/N WALL STUDS: Y/N GIRDERS; Y/N CEILING JOISTS: Y1N FLOOR JOISTS: Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE: Y/N ~l , ,O - O OW SCHEDULE: IVIISSLE TEST RE +MENTS: Y/N y EGRESS 5.7 S. F.: Y/N 1~.fC' l"~~4t.e.~ LIGHT 8%: Y/N VENT 4%: Y/P[ NAILING/CONSTRUCTION SCHEDULE: Y1N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N ~ • / ~ ~ ~ " LOCATION OF irIlZE PROTECTION EQUII'MENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: ~I (RESCNECK) J ~ 1ofo~ 0/~ TOTAL COMP~.IENCE? Y/N (RETURN TO PAGE ONE) TEST HOLE PROJECT LOCATION ate' - yJP'~ ~ EL. 11.7 S`~P'('r t0 DARK BROWN !~N - ~ ~ ~ LOAM OL 0.5' ~ ~ z ~i ~ / ~v~ BROWN SILT N ' / 'WATERSERVICE CONNECTION \N o~p ~ \ 25 ! ~ 706E COORDINATED WITH pµP Up6 }S WELL TO BE USED i ~p.p FORIRRIGATION ~ PALE BROWN i _~-y \ THE SCWA AND NYSDOT G_~ FINE TO ~ ' c2J~ ~ NpNE ~ COARSE SAND ~ ,t-~' •7 ~ jF,~NNO~E t, SW r -C ~S~y_ \ ~ ~ ~ ~ ~ ~ ROf° ROB} M ~ , ~ , ~ 11.7' {WATER TABLE) _K Po~ ~+Ip 1(~ P ` SF ZO r N .yLP~ Z n ~ ~ ~ r WATER IN PALE HIGHEST EXPECTED r P~ N~ ~ ROPO i~~'\ ;y 3-8'B~X4'DEEP Uy ~2 ~ i BROWN FINE GW EL. 1.5 \ r'~ ~-M ~ pa. =14= 1 6 .LFACHINGPOOL 1`~ 1^a ~ \ ~ PsQ~ yv ~ MIN. _ ~ p o ~ v' ~ TO COARSE \ ~\pN ~ 2-8'BX/'DEEP60% ~ ~ Y~O T i SAND "~~YIP i 0a~. ~ ^5 f EXPPNSION LEACHING PL® 6? 0~ ~ 9~ SW ! ~`~ao_~2 _j.~ ~ o, ~"9P ; ,B' LOCATION MAP ' FL"` O~ 9' ~ 9.0.0 .n ~ TEST HOLE PERFORMED APRIL 13, uw. ' ",1'r' PS~bt TESiHOlF ~p OOH s~ i 2010 BY MCDONALD GEOSCIENCE " , ------1p-------------- _ _ - LOCATION `\7~ y~y~;~ v,\ i GRWNDWATER ENCOUNTERED ~ ~ - c9 - ` j _'~PRO?_OSED 1,000 c~ NONA ~ 11.7'BELOW GRADE - ~ _-----------1~-_---___-,- 1a GALLON$El'TICSLVJK 8 -c i SANITARY NOTES: , r, 41 r r ROPOSEO ZSTORY .r - \`L ~ ~ ~ i -"1 v, ~ ----to------ 4BEDROOU `~y 1. 4BEDROOMS ARE PROPOSED FOR THE RESIDENCE. GIN ~ / v -------9- - IiE FAMLLYRESI ~ ? , i i'i.^` V , 2. THERE ARE NO WELLS WITHIN 150'OF THE , \ `z4__ \ -_7_ \ i PROPOSED SEPTIC SYSTEM, ` r \ g PROBOSEO DIwEW - _ ` _ ~ _ y~ Poa ~ 3. TOTAL LOT AREA AREA = 57,693 S.F. (1.324 ACRES) ~ \ ; 4' ~ I ~ p~ _ _ _ _ _ - _ 'z ; 4. TOPO REFERENCES NAVD'88 DATUM ip \ \9 ~ Y ~ ~ ~ -4 ~ .Y„ SITE PLAN ~fi N `ry ~ ~ ~,6` ` ~a~ ~a \ SITE PLAN PREPARED FROM SITE PLAN BY: ~ ' f ~`s~ \ MERYL KRAMER ARCHITECT y1 ~ ~ 1 I ~ v ~ ~ I , r ~ 's, , v S.GT.M. DIST. 1000 SEC. 35 BLK. 05 LOT t ~ Q ~ I _ T i' ~ ' ~ SCALE: 1'=50' 1 i, i YY3` .~yv t t"Y1,` ~ II i i ~ ~ gIP'{~ ` S ~ U O i ~ I ~ t~ ~ -5 , ~ ~ 00120 Z ~ z A, ~ „ \ ~ ~ ~ ~ to \ , r r i ~~1 ~ li i V.O Q~S~ CEO. w_ Imo. j D ~ { `r' 1 ` `v` ~ MP5 L rte' O r~ r 1 . ~ ~ ' ~~Rp 6P 106 \ ~ 7F ~Q~~ (,l, z x :.r r I ) at1.FQrLO PP \ C y p a r.;s jj i,_~ \ Z ~ ~ ¢ ~::t ~ p L ~ E i \ ~ ~ WATERTIGHT FRAME d COVER W/ t ~ ~ ~ ~ ~ j a 7 J ~ n" ) MORTAR FROST APPROVED LOCKING DEVICE , ~ " ~ U ~ Ol ~ ~ ~ 1 CONCRETE COVER t °l. ~ ~ W' I~ C5 ` F.F EL. 12.501 CONCRETE COVER PROOFING 24'0 PREfA57 CONC. RISER BELOW GRADE ; '~c"' ~ It Lt 1 BELOW GRADE G E E 12 RINGS (17 MAIL HEIGHT) GRADE EL. 12.2x { d~ ' Y i.U 'a ~ TRAFFIC BEARING SLAB z 2C 1' m°. C 4 r h~;,`' ~ ~ 4 Gam. IW- y O^ ~ PVC WASTE LINE 7 Max - ~ ~ q x 1'SANITARY WASTE PIPE PITCH I61NCH PER FOOT TRAFFIC BEARING SLAB tli L] Q W INSTALL DUMMY RINGS AS NECESSARY TO PITCH 1/41NCH PER FOOT ~ INV EL 9.7 BRING PROPOSED STRUCTURE TO GRADE INV EL. 10.4 INV EL. 10.2 ~ INV. EL. 9.6 _ 10' MIN. -1 ~ ~ 8 MN. 1 LEACHING SOILSOOLAPPROVED BY THE SCDH3~IN TH6 Health Department Approval Stamp EVENT POOR LEACHING MATERIAL IS ENCOUNTERED, EXCAVATION I$ TO BE CONtINUED TO SUITABLE 1• 8'DIAMETER z B'DIAMETER MATERIAL AND BACKFILLEDA PRECAST SEPTIC TANK DETAIL ~ LEACHING POOL DETAI RMGS MAY BE REQUIRED. Pfaa are Pepaea by CaaM Engineering, PC. Itiaavula9on otthe New Ywk ~ CO~(IOII Ef19111e@~Ifl9 P.C. MYERS MASSEY RESIDENCE Stain Ediration Law, Ar6da 145,Section 7209, for any Anson uNess acting under HIGHEST EXPECTED GROUNOWATERELEVATION=IS ~E'~~'W ' MAIN ROAD Bie direction oI a licensed Pmfestiony Engneer, Amhibxi, or LaM Surveyn, l0 1755 Sigsbee Road alter airy item In any way.lf an ism bearing the sealdan Engineer, AlchiNCL or SANITARY SEPTIC SYSTEM PROFILE ,~,,,Y~„~ GREENPORT, NY 1 Lad suveyor s albred, Bie altering Engineer. An:NNCL or Land SuruelorshaN (631)29&19861631)298-2651 Fax 1 signaW2 and tlw d~a~dach allaatio aspecific desaipoon oi6e alY,relim. NOT TO SCALE "~'a SANITARY PLAN ~ ) ~ ~r SURVEY OF PROPERTY ~ SITU~4TE: GREENPORT TOWN: SOUTHOLD _ ' SUFFOLK COUNTY, NY SURVEYED: 09-OI-2009 09-09-2009, TOPO 04-06-2010 FOUNDATION LOCATION 12-12-2012 SUFFOLK COUNTY TAX ~ ~Q~ f (E o~ C~tTIPIBD To s I MIA~N pRN Y ~ylT SIEVE MASSBY ~ SIEWART T1TI.B INSURANCE COMPANY '.ant"~ ~ u 4') BRIDO)$IAMPfON NATIONAL BANK rw RpXIMA'~~~ ~~20 e~ DEED (APP '~o r p a mo ' i2r m N m~f `~l ~ ~ O PaltmnnoN O D O O ~ x A d ? ~ pO m O N~~ O O o. 0 G 3 n o~ ~ o _ o_ RpXIMATEL'( 2(~i4'') DEED (APP J. p•5 SURVEY BOUNDARY DETERMINED BY LpT23 5EG AGRE5~ 4605 OBVIa15 POSSESSION, MONUMENTATION OF PpRpHA 965 FIl-E xo TiON 2" FOUND AND ADJOINING FILED MAP "MAP 1~ 6. "MAP OF FORDHAM ACRES, SECTION 2" FLIED APR FILED APRIL 6, 1965 FILE No. 4605 wr.r~..~..rr.r.~ ~.wW~a .rr~~ ~`a~a~ NOTES: Ni16s1""°~ • MONUMENT FOUND ~~y~~~~~ p PIPE FOUND ~ '7.s:.C"n.w«~" a°~r° r~rrrrrr..~ TOPO REFERENCES NAVD '88 DATUM rr~.~arw."rry"'`'°....~.' T ~7'~~ r..,w..r.~rr .rrr rr. Area = 57,6935. F. JOi-llr C. FREERS LAND SURVEYOR Area = 1.3244 Acres 6 FAST MAIN STREET' N.Y.S. LTC. NO.50?A2 GRAPHIC SCALE I 50' RIV~2IIEAD, N.Y. 11901 369--8288 Fax 3!9•-8287 RBF.-~:\UecaUdm\Doc®eata\My Ihoptwx\09~09\09-151.pro ' 5UR\(EY OF PROPERTY SITU~4TE: GREENPORT \~a~,` N TOWN: SOUTHOLD o~`' W SUFFOLK COUNTY, NY y~r''•~~' E 9809 2009, T OPO 04-06-2010 'a~`~~^~ +v''y"i ~•.a ~ - - - - - S+ FOUNDATION LOCATION 12-12-2012 ~~3~ ~ FINAL Ob-23-2013 ~~?\C`a ~,~y ou-~'j~ SUFFOLK COUNTY TAX # .y~r) ~ MAIN ROAD R~ ~ SUFFOLK COUNTY HEALTH DEPT. 1000 - 35 - 5 - I O~ ~ Law N ~ REF. R - to - to - oos9 Y ,y IfiRiNT POi'~'M ~~q STBVE MASSES(' •y'~~ Q~,~~ ~ STHWAIdT TITIB 1NSURANCS COMPANY r,+* DENp (APPROXIMATELY I ago) N NATIONAL BANS I ° ~n vv' ~ q4 SEPTIC LOCATIONS I o oil ~ G z i FROM INSTALLER I it s _21,_ a mn n A B ~ _ ~ ~ I U = - 5T 49.5 I I I ~ ~ ; ~ A LPI sas 3os' ~ s+:RV~~E • ~ " x o 00 0 ~ ~ LI SEP 2 3 ~ 1' LP2 48' 34.5' i I ~ pz. ~ LE. ~5 }r x . d A ~ I LP3 38' 22.5 ICI i ~ 3 I I i ~ Y~IAiER 5ERVIGR-~•-_____ ~ P ~?-i O Q " 124' ~ ~ ~ ~ T; ~ ~ ~ '0 p ~ ~ ~ SU-rC T-^-r~HEALTH:;E~:YICES ~ r ~ ~ - m 1 ~ _ ~;~tORKS'~;. n ' - ° ~ ~ S"=P 1 2 203 ~ Iu ~ o ~ - " O X010 •ODS i ~ ~ ~ - . - X} 9^ Haut !M'A/I I d W. M ~.E7 r TELY 2~4') L.:>u ,.7rtTr ,r i, .ycrt[e.a:.OfouMfo (APPROXIMA tx: satisfactory FUk A h1aKliuiUM OF,~ _DRC(k!,°o DEED -=-ti-~•-_=- I Walter J. Hiiben, P-E ;T,'F~ire~- _ Office ofLVasteweter~lana~emunt SURVEY BOUNDARY DETERMINED BY LOT 23 OBVIOUS POSSESSION, MONUMENTATION I I NAM ~ (iON 2' _ _ _ _ . _ ACRES, 4y05 FOUND AND ADJOINING FILED MAP °MAP OF FORD 6 jq6g FILE "MAP OF FORDHAM ACRES, SECTION 2" ~ I FILED A~ FILED APRIL 6, 1965 FILE No. 4b05 ' II ~ OF NEw NOTES: w..,a. km, ~a~.a~ • ~ MONUMENT FOUND ~a"~,ma°""~'~rv, I p PIPE FOUND ~ , ~~~a'~'~.; a`d°s ti ~ .,ate e S~ LAN S a""~".~ ~e ~ a~~. TOPO REFERENGE5 NAVD '88 DATUM a~ ~ ~"N~ Area = 5,6935. F. JOlil~l C. EHLERS LAND SURVEYOR Area = 1.3244 Acres „ 6 EAST MAIN STREET' N.Y.S. IdC. N0.5020'L GRAPHIC SCALE I = 50 RIVERHBAD, N.Y. 11901 ~ygg g~ 3(>¢g2g7 I • ITHF.~:\UseisUohn\Dtnpbox\09~09~A9-151.pro y Y- ~ •r! ti-~ 1 ~•I~S.f 71<i~d\~~r `R.~~r'~. ~~~{i .~r' r'~~ 11 l~. ~7 -w..l 1 ~~,,{{11r , r r :I .rt.l, :.1 S rS;:~ f,l~~lJ~i~\S i~-, ~ r~ ~ r r ~ ~ t~ i I !i Y 7 t, 7~2_ JI', I \ ai+y'! `V , ~r t a t~fFr-sC:+Y ~ y~v :~!^i. r `y~` R ~ 1 } , 't t ;~F\ .tY r~ i1 ` ~.~F ~ ~ ~Ir. 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F' s r~~ + p, ~ ~ k~~ .s~~~~ ~x ~ ,f l 4__ ~ ~ . ~ ~ ~ ~ I > ~ y d ~ * ra ~ ~ ~ r 1 s.~ r ~ ~ ~ ~ , ~ ~ ~ - ~ - ~ -4 ~ ~ '4 # r m e y~~ r~ x . 4 as 3 '4 b" ~`y i~ ~ Y ~ ~ ~k w:.. - . r~, t+ i ~ ~ _ ~ ~ ~f:~ `MC, y -r r ~ '~Y~ { x fiti ! i' ~ ~ ~ ~i k ' ~ru tin y ~ ~ ~ lj ~ ,~-,a, 't,.. .4 z ~ „ k ~ i ~ - . , - ' 1 li ~liil I i yI ~ iii ~ ,r~ r, ~~t r t r~Ck III , •I R . rx. it f - . F t . Hi } a ~ t d;. . / . e 7 r . v i 'r ,y t~~~.t ~ P. ~ ri icy ,f a<q,~~f R ~ ~ t ~ x¢k ~ 1. tr `~t ~kwW _ ~ i e ~ to ~ c s~ "k~. r.+ ~ ~ ~ iy.~ ;tip, ~F ~ ~ x 7~ ~ ,fat ~ ~4.~ x~, szc;~Cr s &~i x ~ ar~r Y';+~ Y~ " rya ~ j ~a *+;<f~.. a ~ , + { ~ ~ iaa i 7 ~ y~,~ ~ ,o ~ : ~ r y~ gay a~ F f yy}~3ir~y I 1 " ~ t _ ~ ,'y5 - Y"0.t, ,^4'~ x aq. ART :C pF FIRE RATS GABO SERIES USER'S AAANUAL RATS Gabo RATS Yola RATS Pina RATS A/S Industrivej 20 9900 Frededksham Denmark Tel.: +45 98 47 90 33 Fax: +45 98 47 92 91 AU6 ~ 4 2013 Tested Beaverton & Listed by: Oregon USA ~ BIDQ. Dr PT. OMNI-Test Laboratories, Inc. TO'N„ pF SO'!T'~OLD SpacHications Sinpb wee canned« erove PIPe -ti (t5«n) aarneter a~J.ition, ppe-class 0. ut.-toa HT, s• (tsar) altimeter SUre that DPtknal TMmul -15.300 BTU (4.5 kW ran k t2-28.7 kaTU (3.57.8 kW iOr and sub- ' INnimmn clove wren at above -0.058' WC p4 Pascals y is designed - 74x btiatia m os ataaera ry the extra weigh of the stove. The floor protector or plate must be.made of a non- Twttia EPA emNelon nlalme rero-z.t3 mamas JstiblB met@riel. k8renlun aNterxw ro rwncandrotlde meteatl -Y (5dn) Nde: Non-mml.reteNe muu be saes caMnl «dock (na Wick «ttle over comDletWle meleael). wr plate must wver under the stove and extend 16" (41 cm) (18" (45cm) in Canada) re^ ^ialentil - d of the stove door, 8" (20cm) beyond the sides of the fuel-loading door, and under F c•I ~e and 2" (5cm) beyond each side for back venting. In Canada, the 8" (20cm) floor t :lion is required beyond the sides of the stove and in the back of the stove (0" in the or the US). E c,l installing the stove, the heat distribution to other rooms should be taken into feretion. The RATS Gabo Series stoves have a heating capacity of approximately ' (80rtt~ based an a standard ceilirtg height. s RATS Gabo RATS Vda RATS Pine A gsmnce b combun5ble - US 71'(29an) siaB weN -Caneaa 73'(33dn) a Distance to combueliNti - US 8'(15an) Datlc wall -Caneae S'(20dn) C Comtir celeste to else walls 4"(tOdn) 3'(Ban) 4'(t0an) D Conned« WPe b - US 1B' (48an) 19.5' (17an) 18'(48an) elaB well -Canaan 20'(51an 20.5(52om) 21'(53an E Conned«pipe to -US 1P(28gn) 9.5'(24an) 1P(28dn) back watl -Canaaa 73'33an) t7.5'(29an) 73"(33an) F Comer qPe b she wags it (30dn) G Dielarce to Imntlure 38^ (91an) H Frdtt floor Praeaua^ - US 16 (41an) ifdn aoor openirg - Canada 18" (18an) I Side 80« Protedbn 8' (20an) kom door opednp Cetl' to tapd atoye 38'(91cm) Ceilhp to connect«ppe 19'(48am) Nde: A te818MNa or pidecWe wall may Ee wen to rears cbarences H a meals Mw NFPA reaulrememe. Caasd your lopl eutldrg impacts fa Proper pAeNk,ea. Assembly Instructions The RAIS Gabo, RATS Pina, and the RAIS Vola stoves came assembled. To add the Soapstone top plate on the RAIS Gabo, rescue the steel top plate and replace with the ~ Soapstone top plate and the 2 bushings that are supplied. You may also just place the Soapstone top plate directly on lop of the steel plate. CAUTION: Soapstone is fragile, so please handle vvitlr care. Mount the special RAIS collar using the included hardware. When installing the first piece of pipe (at the stove), place the pipe over the collar, which is designed so any moisture or ~ creosote will drip back into the stove and bum away. If using a crimped ppe, cut that section off at the bottom and place it over the collar. Install the remaining stovepipe segments with the crimped end down whenever possible. 4 5 I fl AwningWlndow OpeMng Specifications (continued) Table of Basic Double-Hung Unit Sizes g I See custom sizin6 informatlon below. -=~i~~~ ~ " < • ~ Ta MSoh6oortb ~ ~ ~ Scale 1/8' 1'-0" (1:96) ) 4 l It 11 = p 1• 1 I 1 I I 1 1 1 1 i ' Y~f y Glass 4@nt Tapolrede$X SIO(i QQ4t 1MIdAABa ' t'~7/a '-111/a' 2'-3 /a" 2'-5 /i 2'-7 /a' 2'-9 /a' 2'-11 /a' 3'-1 /a' 3'-3 /a" 3'-7 /a' 3'-11 /n' . ~ _ Unlt Dimension i~;* ~ R , NCIXS G ~v ' (489) (591) 1892) (743) (794) 1845) (895) (946) (997) (1099) (1200) AAN2624<<~ 0.99 (0.09) 24 5% (1501 3.11 0.99 10.09) ~ 58 Xa -(1, 5.54 (0.51) MAiean 1'-8' 2'-0" 2'-4' 2'-6" 2'A' 2'-f0' 3'-0' 3'-2' 3'-4" 3'-8' 4'-0' cottage and Reverse AAN2824 1.08 (0.10) 26i4r ~ SS (1501 3.38 1.08 ID.iDI 58 Ha (147 5.91 (0.55) HduD40penln6 (508) (610) (711) (762) (813) (864) (914) (965) (1016) (1118) (1219) Cottage available for all widths and heights up AAN21024 1.16 10.11) 28iL 5'd 1150) 366 (07y 1.76 (0.111 58Yn (1,475) " 6.29 (0.58) I - 12 5/e" 16 s/e' 20 s/e' 22 s/e' 24 s/e' 26 s/e' 28 5/e' 30 s/e" 32 s/e" 36 s(e" 40 s(s' to 6'-T'la'. AAN3024 1.24 (0.12) 30Yr- 5b 115D) 393 19.3. , . 1.14 (0.12) 58 Ka (1,4. 6.67 (0.621 UnobsWCtetl Glass AAN3224 1.32 (0.12) 32 SK h'.A) 411 1.32 (0.12) 58 l1, 7.05 ID.~) (Might is lpflgn sash onirl (321) (422) (524) (575) (625) (676) (727) (778) (829) (930) (1032) ~ AAN3424 1.40 (0.13) 34Yr. - 5 % (1501 448 ~ 1.40 10.13) 58Yu if 4 7.13 10.69) I ~ ~ N ? ? ~ ~ ~ ~ O ~ ~ _ AAN3824 1.57 (0.15) 38 5N (150) 503 1S7 (0.151 58W 8.18 (0.76) I m 4 t AAN4034 1.73 (0.16) 424E 5% (15D) 5.58 1.73-. (0.161 58 Yu (1 894 (0.83) r ~ " ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~Ns AAN4424 1.90 (0.18) 466r ' 5H (1501 6.13 (Ob7}'~''2 1.90 (0.18) 584G, (14 9.70 (0.901 ~ pDN183D ADX2030 ADN2430 AON2630 ADH2830 ADH21030 ADH3030 AON3230 AON3430 ADN3830' ADN4030' AAN4624 2.06 (0.19) SO Yu 5Sf (150) 668 (0.62 2.06 10.19) 58 Ka (I,pS) 10.16 (0.971 ? ? AAN5024 2.22 (0.21) 51 Ms 5% (150) 723 b71 ' 212 (021) 58 Ka (1175) 11.21 (1.04) 8 ~ ® B AAH5424 2.38 1022) 58 Yu - 5A 115D7 778 1077/ .s 2.39 10.22) 58 Ka 11A7s1'+ 11.97 (1.11) I~ n m ° e ~ ~ ~ ? ? ? ® ? ~ ~ ? MN5824 2.55 (021) 62 %e.. 5;5 (1501 833 (0. " 2.55 (0.24) 58 Sia (1,479)"_ 12.73 (1.18) I AANfi024 271 (025) 6fi Ne 5% (1501 898 (O81J-~+, 271 (025) 58Ys (147 13.18 (125) ~ ADH1634 ADX2034 ADN2434 ADN2634 ADN2834 ADN2103d ADH3034 ADH3234 ADN3434 ADN3834' ADN4034' 5% (160) .208 (0 ~ 0.59 (0.05) 544u (1.373) ' 1.18 10.39) ' AANI828 0.59 (0.05) 1454 - i - e 8 8 ~ 8 AAN2028 075 (007) IB Ra.; 5'6 (150) 274 (0 - 0.75 10.07) 54 %a (1373 5.05 (0.671 ! m c ~ w m ~ ~ ~ AAN2428 091 10.08) 22$ r 5$ II501 341 (0 0.91 (0.08) 548. (1373) - 5.91 (055) m ° AAN2028 0.99 (0.09) 24'h, 5'k (150) 375 ~ 0.99 (0.09) 54 Yu 1121 635 (0.59) ~ ADHI838 ADX2036 ADH2438 ADX2638 ADN2838 ADX21038 ADN3038 AON3238 ADH3438 ADN3838' ADH4038` AAN2628 108 10.10) 26eAa SA 1150) 407 1.06 (0.10) 54 Ka IL3 6.78 (x.631 gAN21028 116 (011) 28Y. 5A (150) 640 (0{11. 1.16 (0.11) 54 Ka (1.37 - 7.71 10.67) ~ ° ~ ~ 8 ~ ~ ~ 8 ~ 8 ~ ~ ~ B AAN3028 124 10.121 30 yx; 5h (150 673 (040.1-* 1.24 10.12) 54 Rs (1,37 7.56 10.70) AAN3228 132 (0.12) 32sk 5'd (150 50fi (94A 1.32 (0.121 5455s (1,3 BOB (0.75) ' AAN3428 1.40 (0.13) 34 ifs ± 5 S (150 5.39 ~ 1.40 (0.131 54 Ks (13 s, 8.52 (0.79) AAN3826 1.57 (0.151 38 - 58 1150) 6.05 [0561'.: 1.57 (0.15) 54 Ns (1,373{~', 939 (0871 ADH1840 ADH2D4D ADH2440 ADN2640 ADX2840 ADN21040 ADN3040 ADH3240 ADN3440 AON3840' ADH4040" AAN4028 1.73 10.161 42 Yr'~ 5h (150) 671 (9.Gq 173 (0.16) 544s (1,373[ 10.25 (0.951 , 8 e ~ 8 8 AAN4428 19D (0.18) 4645x' SA (150) 737 190 (0.18) 54 Ks (1 11.12 (1.03) I n ~ ~ V ~ ~ ~ ~ ~ ~ ? ? ? ? ~ ? AAN4828 2.06 (0.19) 50 Sh (150) 803 (0.751 - 2.06 (019) 54 Ka (1,37 ~ 11.99 (1.11) AAN5028 222 (021) 54afs 5'4 1150) 869 rosl) 222 1021) 51 ria (137 12.8fi (1.19) j AAN5428 239 10.71) 56 ye.=,. 5% (150) 9.36 (0871.... 2.39 (0.22) 54 Ks (1.373} 13.73 (1.28) i ADH1844 ADH2O44 AON2444 ADX2644 ADH2844 ADH21044 ADN304-0 ADX3244 ADX3444 ADN3644" ADN4044• MN5828 2.55 (0.24) 62 yn + 5 A (1501 10.02 (Q93) 2.55 (024) 54 Yu (1.3731 14.59 (1.3fi) 1 AAN6028 2.71 (025) fifi4L SS (150) 10.68 (093) 271 (025) 54 Ks (1,3} 1546 (1.441 8 ~ ~ ~ ~ O ~ ~ ~ ~ ~ AAN1830 0.59 (0.05) 14 i'u 5% (150) 243 (0.23)-: 059 (0.05) 50 Ns (1271) 471 (0.441 ® l ~ v ~ v n n ~ ~ ~ a ~ ® ~ ? ? ? ? AAN2030 0.75 10.07) 18'k ' 5% (150) 321 (0.30) 075 (0.071 508s (1,271) ' 569 (0.53) < I AAN2430 0.91 (0.08) 21 ys 5% (150) 3.98 (0.37) 091 (0.08) 5054. (1271 : 6.fi7 (O.fi2) AAN2630 0.93 10.09) 24Yu 5'A 1150) 4.36 (0.{]) 0.99 (0.09) 5D& (12711.. 7.1fi (0.67) pDX 1848 ADN2D46 ADN2448 ADH2648 ADN2848 ADH21048 ADM3048 ADH3448 ADH3848' ADNd048" AAN2830 1.08 (0.10) 26Vn ' - SR (150) 475 (0.1{1`. I.OB (0.10) 50 Yu (121-. 7.65 (0.71) 7 AAN21030 1.16 (0.111 28 Yn 5k (1501 5.14 (0.48)-- l.lfi {0.1p `A'Ac (1,271) 8.14 (0.76) ~ ' ~ , ~ , 8 ~ ? AAf43030 116 (0.12) 3044 5R (150) 552 (0.51) 1.24 (0.12) 5055. (1271) 663 (0.80) j = N o r m o AAN3230 1.32 (0.12) 31 y 5 % (150) 5.91 (0.55) 1.32 (0.12) 50 Ss (1271) 9.12 (0.851 I _ AAN3430 1.40 (0.13) 34'k 5& (150) 6.29 (0.58)` 1.40 (0.13) 505Ss (1,271) 9.61 (0.89) MN3830 1.57 (0.15) 38 Yu 5% (150) 7.07 (O.fi6) L57 10.15) 604u (1.271) = 10.59 (0.98) i ADH1850 ADH2D5D ADX2450 ADX2650 ADN2850 ADN21050 ADH3050 DH3250• ADX3450• ADX3850a' AON4050a` AM44030 1.73 10.16) 429 ~ 5A 1150) 786 10.73);: 1.73 (O.ifi) 50 Sys (1271) 11.57 (1.07) AAN4430 1.90 (0.18) 46 Yu 5% (1501 861 (OP01 1.90 (0.181 509. (1271) 12.55 (1.17) ~ ~ ~ ? ? ? ? ? ? ~ a AAN4830 2.06 0.19) 50 Yu 5'4 (1501 9.38 4087) 2.06 (0.19) 50 Yis (1271) - 13.53 (1.26) I - AAN5030 212 0.21) 54 Yu ,t, ( 5% (150) 10.16 (0913 2.22 (0.21) 50 Ks (1271) 14.50 (1.35) ; m° ° m e AAN5430 239 0.22) 58 Yn'<<., 5 h 1150) 10.93 (1.02).._-; 239 (0.22) 50 Yu (1271) 15.48 (1.441 + - AAN5830 1.55 014) 624'u ya.. 5% 1150) 1170 hpg).2-- 2.55 (024) 50 Yu (12711 1fi.46 (1.53) I AANfi030 2.71 0.25) 66'hs 5S n50) 12.47 (1.16); 271 (0.251 5055s (12711'=. 17.44 (1.62) ~ ADX185-0 ADN2054 ADN2454 ADH2654 ADH2854 ADX21054 ADH3054• ADH3254• ADN3454a ADH3854a' ADH4054~" • Tap d Subfloor tp TOp of Inside Sill Stop" s calculated Msetl upon a sWgpral Mader MigSt p(6'-IO'/,' (WnVnu~ ~ nod f a . Custom unit widths are available in l7g•;pprerpepro DNMed ll@it Paltems 1/e" increments between I6' and 48". j - ge¢ paw 74 tot arailaMe d'rvitleo light gilte patterns. Custom unR helgtlt5 are available in ~ ~ Not all patterns are asilable in all configura0ans. tfa" increments between 28' antl 96" 1 for equal sash only. 'Two locks standard pn Nese unity. .These units meet or eaceed the lplloxing dimensions' Clear Openaale 4rea-5]s9.R;Clear Opena5le WidN-20": Clear Openable Heia,t-24' • Rough opening dintmsipns mry neW ro De increased ro .lbw rot uu o(5ulkirtg wraps, flashing, LII panning, 6mfdle4S, fastenms or aNer Gems. •'Un4 Dimension' always refers ro outside Name tp Name dimension. Dimenions in parenNeses are in millimeters. 24 25 _ ...r ~ (ft~711i'N.I. n ~m r esso ts,ax,. ~.r, r.:rvm~. v.w+r-.,n."w...a' • ~ i ~ REScheck Software Version 4.4.3 Compliance Certificate Project Title: Myers /Messey Residence Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Single Family Glazing Area Percentage: 12% Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: Rt 25 and Wiggins Lane Margo Myers Brett Kehl Greenport, NY 11944 Rt25 and Wiggins Lane DAK Assoc. LLC. Greenport, NY 11944 PO. Box 1675 Southold, NY 11971 . Compliance: 17.7% Better Than Code Maximum UA: 384 Your UA: 316 The % Better or Worse Than Cotle intlez reflects how close to cpnpliance the house is besetl on cotle batle~ofi rules. It DOES NO7 proYvge an estlmate of energy use or cost relative to a minimum-cotle home. • a.. Ceiling 1: Flat Ceiling or Scissor Truss 1172 30.0 0.0 • 41 Ceiling 2: Cathedral Ceiling 294 30.0 0.0 9 Skylight 1: Wood Frame:Double Pane with Low-E 16 0.330 5 Wall 1: Wood Frame, 16" o.c. 1386 19.0 0.0 63 Wall 2: Wood Frame, 16" o.c. 839 19.0 0.0 34 Window 1: Wood Freme:DOUble Pane with Low-E 135 0.290 39 Dcor 1: Glass 94 0.300 28 Door 2: Glass 21 0.300 6 Door 3: Glass 24 0.300 7 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 1372 19.0 0.0 64 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version d to comply with the mandatory requiremenk listed in the REScheck Inspection Checklist. ~ ? 29!'v Name-Title ~F. y Si ture Dat ~,~P S DEER ~R ~F- irk '`r a ~ r ~ ~ z ~ I~(~(~~~' A"° zo.7 _ ~ D R~FESSIONP I SEP V J ,n„ l~ Blnc nE~l. rc!e': or so~~. i~oio Project Title: Myers /Messey Residence Report date: 09/05/12 Data filename: C:\My Documents\REScheck\Myers \ Massey.rck Page 1 of 1 REScheck Software Version 4.4.3 D ~ Compliance Certificate r. ~ D AUG 2 7 2012 ~ , Project Title ers /Messey Residence ~ I t ~ oifr Energy Code: 2009 IECC Location: Suffolk County, New York Construction Ty Single Farrlily Glazing Area P nlage: 12% Heating Degree s: 5999 Climate Zone: 4 Construction Site: /Agent: Designer/Contractor: Rt25 and Wiggins Lane Margo Myers Brett Kehl Greenport, NY 11944 Rt25 and Wiggins Lane DAK. Assoc. LLC. Greenport, NY 11944 Po. Box 1675 Southold, NY 11971 631-765-1862 . Compliance: 15.1% Better Than Code Maximum UA: 372 Your UA: 316 The °b eetler or Worse Than CoOe intlex reflect haw close to complianm the house is baser) on mtle tm,feaH roles. It DOES NOT pmvitle an estimate or energy use or cast relative to a minimum-cotle home. • e• , Ceiling 1: Flat Ceiling or Scissor Truss 1172 30.0 0.0 41 Ceiling 2: Cathedral Ceiling 294 30.0 0.0 9 Skylight 1: Wood Frame:Double Pane with Low-E 16 0.330 5 Wall 1: Wood Frame, 16" o.c. 1386 19.0 0.0 83 Wall 2: Waod Frame, 16" o.c. 839 19.0 0.0 34 Window 1: Wood Frame:Double Pane with Low-E 135 0.290 39 Door 1: Glass 94 0.300 28 Door 2: Glass 21 0.300 6 Door 3: Glass 24 0.300 7 Floor 1: All-Wood JoisUTruss:Over Unconditioned Space 1372 19.0 0.0 64 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.4.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name -Title Signature Date Project Title: Myers /Messey Residence Report date: 08/15/12 Data filename: C:\Program Files\My Documents\REScheck\Myers\MyerslMyers.rok Page 1 of 4 Generated by REScheck-Web Software Compliance Certificate Project Title: Myers Massey Residence Energy Code: 2010 New York Energy Conservation Construction Code Location: Albany County, New York Construction Type: Single Family Building Orientation: Bldg. faces 0 deg. from North Glazing Area Percentage: 15% Heating Degree Days: 6894 Climate Zone: 5 Construction Site: OwnerlAgent: DesignerlContractor: 3900 Main Road Margo and Steve Myers Massey Meryl Kramer Greenport, New York 11944 Meryl Kramer Architect Po Box 663 Greenpon, New York 11944 631-477$736 meyl®mkarchilect.com Compliance: 1.5% Better Than Code Maximum UA: 397 Your UA: 391 The %Belter or Worsa Than Cote inGex rellecls haw dose 1o mmpliance the louse is Oesee on cotle tratle~l rulee. M DOES NOT proNtle en ea[imete of energy use or crest relplive 1o a minimumcotle home. • a - • • aa• Floor: All-Wood Joistlrruss Over Uncond. Space 1542 30.0 0.0 • 51 Wall: Wood Frame, 16in. o.c. 942 32.0 1.0 38 Orientation: Front Window: Wood Frame, 2 Pane w/ low-E 30 0.350 11 SHGC: 0.31 Oriemation: From Window: Wood Frame, 2 Pane w/ Low-E 30 0.330 10 SHGC: 0.27 Orientation: Front Door: Glass 21 0.330 7 SHGC: 0.25 Orientation: From Wall: Wood Frame, 16in. o.c. 411 32.0 1.0 16 Orientation: Right Sitle Window: Wood Frame, 2 Pane w/ Low-E 30 0.330 10 SHGC: 0.27 Orientaton: Right Side Door: Solid 21 0.540 11 Orientation: Right Side Wall: Wood Frame, 16in. o.c. 983 32.0 1.0 32 Orientation: Back Window: Wood Frame, 2 Pane w/ Low-E 30 0.330 10 SHGC: 0.27 Orientation: Back Window: Wood Frame, 2 Pane w/ Low-E 7 0.350 2 SHGC: 0.31 Oriamation: Back Door: Glass 216 0.330 71 SHGC: 0.27 Orientation: Back Wall: Wood Frame, 16in. o.c. 460 32.0 1.0 18 Project Title: Myers Massey Residence Repon date: 0120/12 Data filename: Page 1 of 6 Orientation: Lett Side Window: Wood Frame, 2 Pane w/ Low-E 52 0.350 16 SHGC: 0.31 Orientation: Left Side Ceiling: Structural Insulated Panels 2393 29.0 66 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed buiklirtg has been desigrred to meet the 2050 New York Energy Conservafwn Construction Code requirements in REScheck-Web and to comply with the mandatory requiremems listed in the REScheck Inspection Checklist. Name -Title Signature Date Project TNIe: Myers Massey Residence Report date: 01/20/12 Data filename: Page 2 of 6 Generated by REScheck-Web Software Inspection Checklist Ceilings: ? Ceiling: Structural Insulated Panels, R-29.0 assembly R-value Comments: Above-Grade Walls: ? Wall: Wood Frame, 16in. o.c., R-32.0 cavity + R-1.0 continuous insulation Continuous insulation specified for this above-grade wall has consistent R-value rating across full area of the wall. Comments: ? Wall: Wood Frame, 16in. o.c., R-32.0 cavity+ R-1.0 continuous insulation Continuous insulation specified for this above-grade wall has consistent R-value rating across full area of the wall. Comments: ? Wall: Wood Frame, 16in. o.c., R-32.0 cavity + R-1.0 continuous insulation Continuous insulation specified for this above-grade wall has consistent R-value rating across full area of the wall. Comments: ? Wall: Wood Frame, 16in. o.c., R-32.0 cavity+ R-1.0 continuous insulation Continuous insulation specified for this aboveyrade wall has consistent R-value rating across full area of the wall. Comments: Windows: ? Window: Wood Frame, 2 Pane w/ Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: #Panes -Frame Type Thermal Break? _ Yes _ No Comments: ? Wintlow: Wood Frame, 2 Pane w/ Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes _ Frame Type Thermal Break? _ Yes _ No Comments: ? Window: Wood Frame, 2 Pane w/ Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes -Frame Type Thermal Break? _ Yes - No Comments: ? Window: Wood Frame, 2 Pane w/ Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes _ Frame Type Thermal Break? _ Yes No Comments: ? Window: Wood Frame, 2 Pane w/ Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: #Panes -Frame Type Thermal Break? _ Yes _ No Comments: ? Window: Wood Frame, 2 Pane w/ Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: XPanes _ Frame Type Thermal Break? _ Yes _ No Comments: Doors: Project Title: Myers Massey Residence Report date: 0120/12 Data filename: Page 3 of 6 ' L.i Door Glass, U-factor. 0.330 ' Comments: ? Door Solid, U-factor 0.540 Comments: This door is exempt from the U-factor requirement. ~ Door: Glass, U-factor: 0.330 Comments: Floors: ? Floor. All-Wood Joist/Truss Over Uncond. Space, R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ~ Joints (including rim joist junctions), attic access openings, penetrations, and all other such openings in the building envebpe that era sources of air leakage are sealed with caulk, gasketed, weathersiripped orotherwise sealed with an air barrier material, suitable film or solid material. ~ Air barrier and sealing exists on common walls between dwelling unds, on exterior walls behind tubs/showers, and in openings between window/door jambs and framing. ~ Recessed lights in the building thermal envelope are 1) type IC rated and ASTM E2&3 labeled and 2) sealed wRh a gasket or caulk between the housing and the interior wall or ceiling covering. ~ Access doors separating conditioned from unconditioned space are weather-stripped and insulated (without insulation compression or damage) to at least the level of insulation on the surrounding surfaces. Where loose fill insulatron exists, a baNle or retainer is installed to maintain insulation application. ~ Wood-burning fireplaces have gasketed doors and outdoor combustion air. ~ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: ~ Building erwebpe air tightness and insulatron installation complies by either 1) a post rough-in bower door test result of less than 7 ACH at 50 pascals OR 2) the following items have been satisfied: (a) qtr barriers and thermal barrier: Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b) Ceiling/attic: Air barrier in any dropped ceiling/soffit is substantially aligned whh insulation and any gaps are sealed. (c) Above-grade walls: Insulation is installed in substantial contact and cominuous alignment with the building enveope air barrier. (d) Floors: Air barrier is installed at any exposed edge of insulation. (e) Plumbing and wiring: Insulation is placed between outside and pipes. Batt insulatbn is cut to fit around wiring and plumbing, or sprayedrblown insulatbn extends behind piping and wiring. (f) Corners, headers, narrow framing Cavities, and rim joists are insulated. (g) ShowerAub on exteror wall: Vnsulation exists between showershubs and exterior wall. Sunrooms: ~ Sunrooms that are thermally isolated from the building enveope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75. blew windows and doors separating the sunroom from conditioned space meet the building thermal enveope requirements. Materials Identification and Installation: ~ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ~ Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. ~ Materials and equipment are identified so that compliance can be determined. ~ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ~ Insulation R-values and glazing U-factors are clearly marked on the building plans or specificatbns. Duct Insulation: ~ Supply ducts in attics are insulated to a minimum of R-6. All other ducts in unconditioned spaces or outside the building enveope are insulated to at least R-6. Duct Construction and Testing: Building framing cavities are not used as supply ducts. ~ All joints and seams of air duds, air handlers, filter boxes, and building cavkies used as return ducts are substantially airtight by means of tapes, mastics, liquid sealants, gasketing or other approved closure systems. Tapes, mastics, antl fasteners are rated UL 181A or Project Title: Myers Massey Residence Report date: 0120/12 Data filename: Page 4 of 6 UL 181 B and are labeled accortling to the duct construction. Metal duct connections with equipment and/or fittings are mechanically fastened. Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists, mechanical fasteners can be equally spaced on the exposed ponion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). ~ Duct tightness test has been performed and meets one of the following test criteria: (1) Postconstrudion leakage to outdoors test: Less than or equal to 219.8 cfm (8 cim per 100 ft2 of conditioned floor area). (2) Posiconstructiontotel leakage test (including air handler enclosure): Less than or equal to 329.8 cfm (12 cfm per 100 ft2 of conditoned floor area). (8) Rough-in total leakage test with air handler installed: Less than or equal to 164.9 cfm (6 cfm per 100112 of conditioned tbor area). (4) Rough-in total leakage test without air handler installed: Less than or equal to 109.9 cfm (4 cfm per 100 ft2 of conditioned fbor area). Temperature Controls: ~ Where the primary heating system is a forced air-furnace, at least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. ~ Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: ~ Addhional requirements for equipment sizing are included by an inspection for compliance whh the International Residential Code. ~ For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating (Sectbns 503 and 504). Circulating Service Hot Water Systems: ~ Circulating service hot water pipes are insulated to R-2. ~ Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is rwt in use. Heating and Cooling Piping Insulation: ~ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-8. Swimming Pools: ~ Heated swimming pools have an on/off heater switch. 0 Pool heaters operating on natural gas or LPG have an electronic pibt light. ~ Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar- and/or waste-heat-recovery systems. 0 Heated swimming pools have a cover on or at the water surtace. For pools heated over 90 degrees F (32 degrees C) the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60 / of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: ~ A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a) Compact fluorescent (b) T-8 or smaller diameter linear fluorescent (c) 40 lumens per watt for lamp wattage 15 (d) 50 lumens per watt for lamp wattage > 15 and 40 (e) 60 lumens per watl for lamp wattage> 40 Other Requirements: ~ Snow- and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when e) the pavement temperature is above 50 degrees F, b) rw precipilatbn is felling, and c) the outdoor temperature is above 40 degrees F (a manual shutoff control is also permitted to satisry requirement'c'). Certificate: Project Title: Myers Massey Residence Report date: 01/20/12 Data filename: Page 5 of 6 ? A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values; window U-factors; type and efficiency of space-conditioning and water heating equipment. The certificate does not cover or obstruct the visibility of the circuit directory label, service disconnect label or other required labels. NOTES TO FIELD: (Building Department Use Only) Project Title: Myers Massey Residence Report date: 01120/12 Data filename: Page 6 of 6 2010 New York Energy Conservation Construction Code Certificate Ceiling /Roof 29.00 Wall 33.00 Floor /Foundation 30.00 Ductwork (uncontlitioned spaces): Window 0.35 0.31 DOer 0.33 0.27 Heating System: Cooling System: Water Heater: Name: Date: Comments: SPECIAL PROVISIONS: 1 of 3 DMSION 0 - BID AND CONTIMCT REQUIREMEIlI'S 1. INSTRUCTIONSTO BIDDERS Dtd prices tendered shall reflect the 'acius'on of everyth ng necessary or proper for perform'ng and compIot'ng the work requ'red as descr'bed by these Drawings nnd Specificorons and aayth'ng omitted there-from, wh'ch's necessary for the completion af the Work although not directly specified DIYIION I - IIlIlPJU. 1. Architect shall provide administration services in accordance with AIA DOCUMENT A-201-GENERAL CONDmONS OF THE CONTRACT FOR CONSTRUCTION- 2007 EDITION. 2. Work shall COMPLY Wllfl CODES and regulations of oil agencies and governmental bodies having jurisdiction. 3. Contractor shall VERIly ALL DIMENSIONS on site prior to construction, fabrication, or ordering of prefabricated components, and notify Architect of any significant discrepancies in dimensions or conditions which prevent execution of the work as drawn. Architect assumes no responsibility far information provided by others and taken to be true, nor for unoathocJzed changes made to structure or other aspects of the Work. 4. Contractor shall REPLACE ANY FRAMING that is structurally insufficient due to rot, insect infestation, etc. In the event of substanhaJ, unforeseen damage, Contractor shall notify the Arch'toct, and pr~de an estimate to the Owner for the cost of replacement of damaged framing. 5. Contractor shall PROTECT ALL EXISTING CONSI1~UCflON which is to remain, atilitJes, etc., adjacent to demolition during construction, maintain structural integrity of existing cotestmct'on at all t'mes, provide shoring as required, and maintain necessary weather protection at all times. 6. Contrador shall COORDINATE WORK of oil subcontrndors and building h'ades to facilitate smooth and timely completion of the Work. 7. Contractor shall maintain job site in CLEAN AND ORDERLY FASHION throughout construction, and shall dispose of all removed and left over materials. Interior shall be left broom clean at completion of each working day. 8. Contractor shall maintain INSURANCE including: Property Damage Liability Comprehensive General Liability Contractor's Protective Liability Contractor's Liability (Hold-Harmless) Comprehensive Automobile Liability 9. Contractor shoU maintain at his own expense installation floater covering all materials, equipment and supplies to be used. Such floater shall cover "afl risks". 10. Contractor shall organize, prior to commencement of construction, a PRE-CONSTRUCTION CONFERENCE to include owners, contractor, subcontradors, architect and any other persons deemed important to the timely completion of the work. 11. Contractor shall prepare a dntalled SCHEDULE of the construct on phase, 'ncluding the date of commencement for each subcontractor, and the est meted final completion date. Contmdor shall update the construcron schedule each month and submit with the requisition for payment. 12. No work entailing extra cost shall be undectaken by the Contractor prior to the submission and approval of a written CflANGE WORK ORDER, which adjusts both the cost and the schedule for the extra work to be unde~ken. DIIflNION 2 - Ifil WORK IWCTIUC IfilWlC~ Contractor shaft provide new underground service to Iocatioa shown on PLANS and provide a new 200 amp panel. Contractor shall inordinate location of new underground ofectric service and new sanflary system to meet oil state, county and local code requJruments. IANIT~LtW WAlll ItlTWM Provide now sephc system acco ding to Suffolk County Dept. of Health Services (The Health Department) regulations. Provide new 1000 gaflno pretest concrete septic tank and 3 8' d'a. X 4' deep precast concrete leaching pools as shown off site plan. Coatractoc shall call The Health Department at 852-5754 at least 24 hours in advance to arrange inspections of the system prior to backfilling. WAT~II Contractor shall drill now well with submersible pump far domestic water and run supply pipe to house basement according to Suffolk County Dept. of Health Services Mo Hoah'h Department) regulations. Supply new pressure tank. Ifil DUlNAN! Perimeter of house shall have pea gravel drainage bed. DRI~AY Grade and configure driveway as shown on SURVEY. Driveway shall be crushed blue stone set in oil on RCA blend. ITON! WALKWAY Construct new 18' x 36' blue stone walk set on 4" thick screening base as shown on SITE PLAN. IANTffWORK EXCAVATION Strip pectioes of site to be excavated of existing topsoil and stockpile for reuse. Maintain sides and slopes of excavations in safe condition until completion of backfilling. Provemt surface water from flowing into excavations and from flooding project site. Maintain appropr ate barrier around excavation to prevent entry to affected area. Conform to elevations and dimensions shown within a tolerance of 0.10 Ifaot, and extending sufficient d'stanco from foat'ngs for placing and removal of formwork. Do not disturb bottom of excovat on. Excavate trenches to depth and al'moas'on required to establish indicated slope. BACKFIU. Backfill excavation as soon as possible, but not before acceptance of subgrude construction including inspection, removal of formwork, shoring, trash and debris and installation ef dampruofieg. All excavated material to remain on site. Contour she n aa approved manner to dram away from res dense. Sp end rewved topsod over subgrade and fin sh grade smooth and ready for seeding. DIVISION 3 - ~NRY/CONCP, ffT! NIW FOUNDAllON 1. Foundation shall bear on undisturbed natural oronuloc material of 2.0 T.S.F. minimum bearing capacity. Wbore noted, footing may bear on granular backfill, machine compacted in layem of 12" to a minimum of 95% maximum density per ASTM D1557. After excavating to appropriate levels, notify Architect and provide ample time to review conditions before placing foundations. Provide fully formed footings ~f dimensions indicated on drawings. 2. Structural concrete shall have 3000 psi at 28 days minimum strength. All work shall comply with AC1304 and other pertineat codes. All exposed concrete shall have 5% air entrainment. Deposit concrete Jn farms continuously to avoid horizontal layers. Consolidate concrete bythoroughly around reinforcement and into corners wflh mechanJcof vibrating. 3. Concrete to be poured In ambient temperatures of 40 degrees F (',/-). ff poured in colder weather the concrete must be protected from freezing for a period of 7 days, by either: 1. Keep forms in place, cover top & sides with torp for protection from wind. 2. Provide insulated torps to bold heat & protect from wind. REINFORClN! Reinforcing steel shall be deformed bars conforming to ASTM A-615, Grade 60. Welded wire fabric shall conform to ASTM A-185. All rolnfardng bars shall be continuous except as noted, lapped with 40 diameters minimum, bent around corners and hooked at non-continuous ends. Stagger or offset splices. IIJW~ Concrete slabs shall be 3500 psi at 28 days maximum strength. Slabs shall be of thickness shown, with expansion joints at locations shown with approved joint fillers, installed flush with top of slab. Strike off, consolidate connote and smooth surface of slab as required for specified finish. Formwork may be removed as soon as coflcrsto is sufficiently hard to not be damaged by form removal, and provided curing and protection operations are maintained. FINIINING Provide bituminous damp proofing on concrete surfaces below finished grade, to comply with ASTM D 450. Provide smooth form finish where concrete will be exposed to view; repair defective areas and remove projections. Provide grout cleaned finish to exposed surfaces. Provide 1" thick concrete stucco finish to all exposed portions of existing and now concrete foundation walls. DIVISAN l - METAI~ STEEL Refer to Structural drawings for nates, sizes and locations of steal beams and columns. Provide shop drawings far architect's review prior to fabrication. ALUMINUM Provide and install bo~s, rods and tubes as indicated on DRAWINGS. Finish shall be as indicated. FLASHING See sections and elevations for location and detail of Flashing. Flashing shown is not limited to these locations. Provide lead coated copper flashing at all locations, anchored with appropriate fasteners. Lap and seal joints and seams to be permanently watertight and weatherproof. Step flash at roof/wall intersections and at chimney and other peeatratJnos. DMSION 6 - WO0~ AND PIAITIC~ IIOMIII C~LIIpEIITIIY Refer to Structural drawings for notes, sizes and locations of woad framing, decking, sheathing end nailing. IT~RM PANS~e Provide plywood storm panels for all window and glass door openings as per detail on STRUCllJRAL DRAWINGS. EXTERIOR FINIIII c~mY See Building Elevations for material designations, dimensions and details of exterior carpentry. DMSION 7- TIIEIIM~L AND MOIITgIi PROllC11AN AIPlI~I.T SIIINeLE R~FINe Provide and install GAF Marquis Weathermax roof shingles in areas indicated on DRAWINGS. 1.Ol QUALITY ASSURAHCE ^ Manufacturer Qualifications: Provide all primely roofing products, Jocludieg shingles, underlaymeat, leak barrier, and ventii,ntJno, by o single monufacturur. s Installer Quafifications: Installer must be approved for instellatlea of all roofing products to be instelled under this s~ion. q.o2 REGULATORY REQUEREMEIfl'S ^ Provide a roofing system achieving an underwriters Laboratories (UL) Class A fire classification. c Install all roofing products in accordance with all federal, state and local building codes. D MI work shall be performed in a manner consistent with current OSHA guidelines. ~.o3 DELIVERY, STORAGE, AND HANDLING ^ Store all products in manufacturer's unopened, labeled packaging until they ere ready far installation. s Store products Jn o covered, ventilated ama, at temperature not more than 110 degrees F (43 degrees C}; do not store near steam pipes, radiators, or in direct sunlight. ¢ Store bundles on a fiat surface. Maximum stacking height shall not exceed GAPs recommendations. Store all rolls on end. D Store and dispose of solvent-based matocials in accordance with all federal, state and local regulations. 1.o~ WEATHER CONDITIONS ^ Proceed with work only when existing and forecasted weather conditions will permit work to be performed in accordance with GAPs recommendations PART 2 PRODUCTS 2.o~ MANUFACTURERS A Acceptable Manufacturer:. GAF Materials Corporation s Requests far substitutionswill bo considerud 2.o2 SHINGLES A Super-heav~eight, granule surfaced self sealing asphalt shingle with a strong fiberglass reinforced Micro Weave® core andl a mineral grunule surfacing. Traditional 3-tab styling with a 5" or S 5/8' exposure. UL 790 Class A rated with UL 997 Wind Resistance Label; ASTM D 7158, Class H; ASTM D 3161, Type 1; ASTM D 3018, Type 1; ASTM D 3462; CIA 123.5-98./~-,iqmlse Weatkemexe Shingles, by GAF. 2.o3 NAILS ^ Standard round wire, zioc.~eatod steal or aluminum; 10 to 12 gauge, smooth, barbed or deformed shank, with heads 3/8 inch (gmm) to 7/16 inch (1lmm) in diameter. Length must be sufficient to peeatmto into solid wood at least 3/4 inch (19mm) or through pi/wood or oriented strand board by at least 1/8 inch (3.18mm). MEML ROOFINI 1. Provide and install standing seam metal roofing by ARCfllTECTHRAL SHEET METAL PRODUCTS, INC. Model # ASP-125 24 Ga,ago, 18" wide roof panels with 'Galvelume' finish. Install on CETCO "Strong Seal" DB nail down underlayment. 2. Before Fabrication the contractor shall toke field measurements of the structoru and substrates indicated and spec'fled to ensure that panel lengths and broke formed flashing are d mensioned accurately to foafitoto easy installation. Fabrication shall not begin until all field conditions have been verified. Allow for suffic'eat trimming of panel units at eaves, valleys, and gables prior to fabrication. 3. Submittals a. Submit 2'0' long sample panel indicating the metal, gauge, color texture, and finish prupesed. b. Submd Manufacturer's Warranty covering the substrata (metal) aga'nst rupture, perforut on, and structural fa'luru due to normal atmesphur'c corres'on for twenty (20) years. c. Submit Manufacturer's thirty (30) year warranty on paint finish against crocking, peeling, blistering, chalk, and color change. 4. Warranty a. ASP, Inc. shall warrant the metal roof against rupture or perforation or from structornlly failing due to normal atmospheric conditions for a period of twenty (20) years. In addition, ASP, Inc. shall provide a thirty (30) year finish warrunty against peeling and blistering, chalk, and fade (color change). b. Instnller shall provide a written warranty for two (2) yeem from the date of final completion and acceptance, guaruntoeing ~nate~al and workmanship far water tightness, weather tightness, and against a~l leaks. During the initial two (2) year period, the installer shaft assure weather tightness and water fightoess of the roof, without any cost tn the building owner. c. Panel shall meet the requirements of Underwriter's Laboratories, Inc. for Class 90 wind uplift resistance. d. ASTM E-283-84 Air infihmtion: Maximum of 0.0D6 CFM/'Ft2 at 1.57 pst pressure differential on 45 degree seamed profile an~d 0.013 CFM/FI2 at 6.24 pst pmssure differential e. Panel shall display a flame-spread classification of Class 1, when tested Jn accordance with ASTM E-84-94. f. PoeaJ shall have been tested and rated in accordance with ASTM-E-1592 structural performonse of sheet me, i'd roof and sidin!g systems by uniform static air pressure difference. 5. Installation a. The metal panels system shall be installed plumb, level, and straight over a full course of StrongSeal Rubber Underlaymeat Ilnstalled as per manufacturers specifications. b. The standing seam shall be equidistant and shaft form corners, hips, valleys, mulhons, and columns 'n accordance with architectural des'gn parameters as shown on the drawings. c. Panel C~lps shaft be installed at no greater than 2 0 on center. A clip shall be Installed within the first 6 of panel at the eavm. A clip shall be Installed within the top 6 of tho panel, Two (2) fasteners are required to secure each clip. Fastenen shall be Iow profile and approved for attachment to SI~S. d. Installation shaft be made in accordance wlth Manufacturu~'s recommended procedures and layout drawings. Manufacturum~of construction Details Handbook, SMACNA Architectural Sheet Metal manual, NRCA Roofing and Waterproofing Manual and handbook of Roofing Knowledge shall be used as guides and details whenever applicable. o. No face penetration or perforation shall be made In metal panels by fasteners without architect's specific approval. Afl panolts shall be continuous from ddgo to eaves with no horizontal end laps. f. End lap all flashing and trim at least 3". All guttem must be mitered, soldered and/or cautked with a lining of ice and water shield applied at the laps to make it water tight. All butt joints must be caulked. Soldered areas shall be counter-flashed or painted to match. All valleys shall be treated w th a layer of ce and water sh eld spread oat at least 24" each side from the center of the valley, on both s'des, before applying valley flashing. End lap at least 6" at joints. g. Exercise proper care during Installation to avoid damage or scratching of the panels. Avoid walking over the metal roof aftoe Installation is completed. Client Review O6.21.2Oll Bid Set O1.17.2012 Permit Set OO.OO.2010 Construction Set OO.OO.2010 Issue Date: 12.19.2010 Revision Dates: Drawing Legend: Wall To Remain ~ New Wall , r ',,,' , % New Foundafion Wall ........ Unes Above ............ Une~ 0elow ......... Guideline~ ............ Fence G Door Tag ~) Window Tag q~'-I Se~on X, Sheet A-XXX (~ Elevation Tag x M E R Y L K R A M ~ R Myers Massey Residence Wlgglne IJne Greenport NY 11944 Contractor: I~ 8peclflrJUonm I of 3 Scale: N/A Note: All Drawings Printed on 11x17 Paper Scale is 50% Scale Above Myers Massey Bid Set O1.17.2012 © 2010 Meryl ~'omer Architect A# Rlgh# Re~er4d SPECIAL PROVISIONS: 2 of 3 WOOD SIDINO 1. Provide and install Provide and install new _' x 6" Clear V.G. Heart, kiln dried, WRCLA Western Red Cedar Plain Bevel Siding. Siding shall meet standards of NGLA para. 201o 2. Provide and install new Kiln Dried Clear Western Red Cedar 1 x 4 'Rainscreen" siding at locations shown on DRAWINGS. 3. Apply stein, paint or sealer to be selected on ali faces of siding, including ends. All field cuts must be finished. 4. Protect from direct sunlight, water saturation and dirt until ready to iostell. 5. Fasteners-Use No. 304 stainless steel splitloss ring shank siding nails. 6. Install on DUPONT "Tyvek Drainwrap" EXTIRIOR TRIAl Provide and install 1" and 5/4" (nominal) thickness, D Clear, kiln dried, WRCLA Western Red Cedar trim of width and detail shown in elevations and details and as in schedule below. Trim shall meet standards of NGLA 202 d, WCUB 149~d, ondVMPA 10.13. Prime and back prime all new trim on all sidos prior to iostallatioo. Contract~rsha~~stainanyexposedsurfacesoftrimthatiscutin~e~dpriorteinsta~lation.Us~stein~ossstee~naiIsforattachm~ntoftcim. Provide all necessary lashing including drip cop at windows. Trim materials should be stored on o fiat and level surface on a full shipping pallet. Handle materials to prevent damage to product edges and cornam. Store materials under a protective covering to prevent Jobs~te dirt and residue from colleding on the hoards. WOOD IIAIUNI COAIFONENI~ All posts, handrails and foot rails shall be dear cedar. IRSlJLATION 1. Insulation to meet ali requirements of NYS Enesgy Cede, iostelled by a qualified subcontractor. Cfarify locations of different types of insulation and R values with architect prior to instuJlation iff order to comply with energy calculations submitted to Seuthold Town Building Department. Comply with manufacturer's instructions fur each type of insulation. Seal iolats between units and around pipes, conduits, etc., to form aB aictigld seal and vapor barrier. Provide access for ventilation at oil edges, and provide approved vents at soffits and as required. 2. Provide and install ICYHEHE fuam iosulation at all exterior walls. 3. First floor ceilings to receive hate iosuiation. 4. Provide 3-1/2" sound attenuation blanket in walls between bedrooms and around bathrooms. Carefully insulate around overhead plumbing waste lines to minimize sound transmission. DM~ION i - DQOR~ AND MNDOY/~ Provide units by Andersen Windows and Doors Es per WINDOW SCHEDULE, FLOOR PLAHS AND BUILDING ELEVAtiONS. Yerify window SshBdule with Archited prior to placing window order. Features shall bo as fuJlews: Black painted finish exterior Primed interior bososoat LeE4 glass White sash locks, finger lifts and operating hardware _' grilles with spacer bar. Patterns shown on DRAWINGS "Tru Scene' Insect Scmoos BASEMENT WINDOWS Provide and Install now vinyl hopper windows with insulated glass by PNP or approved equal. DOORS GENERAL Provide all doors as shown on Plans ood in Schedule. Handle, store, fit, hono, and prepare fur finishing and finish os per manufacturer's directions. INTERIOR DOORS 1. Provide pre-hung single panel solid core flush wood doors, 1 3/8' thick, with square stop by JELD WEN or approved equal. 2. Pre-bore all doors and iambs as required for finish hardware. EXTERIOR WOOD AND GLASS DOORS Provide units by Andersen Windows and Doors as per WINDOW SCHEDULE, FLOOR PLANS AND BUILDING ELEVATIONS. Verify window schedule with Architect prior to placing window order. Features shall bo as folJow£ Black painted finish exterior Primed interior basoceat LeE4 glass Patio door hardware to be "Anvers" style in Satin Nickel Pravidepr~hungsingle panolsolid carn fir doors, 1 3/4' thick doors with square stop by SrMPSON or approved equal. Pre-bore al~ doors and jambs as required furfinish hardwase. GARAGE DOORS Provide and install "Westfield' style Model 9400 steel garage door by Wayne Dalton as per DOOR SCHEDULE. Door shall be insulated with polyurethane fuam. Paint door according to manufuduror's recommendations. Door opener shall be GENIE "TriloG1500" or approved equal. FINISR N~RDW~LRE GENERAL Provide finish hardware on all doors including: hinges, lock cylinders and keys, latch sets, bolts, waather-str'pping fur exterior doors, and thresholds. Provide passage latches on all openings, "dummy" knobs with magnetic catches at double closet doors, and privacy locks on bedroom and bathroom doors. Provide one pair 3 _' x 3 _" square edged, mortised, hall bearing hinges at each door panel. Hinge finish shall match knob finish. See DRAWINGS FOR HARDWARE SCHEDULE. If hardware is not specified, allowance shaft ho S125 per door. DMSION 9 - FINISHES WOOD FLOORING Provide and install new 3" wide clear grade white oak plank floors. Store on site in fully conditioned climate for one week minimum prior to installation. Provide four (4) coots of polyurethane. INTERIOR TRIM -Existing to remain unless noted otherwise Provide clear poplar trim by TRI-STATE, Inc. or approved equal. All wood trim shaft ho painted. Miter all careers, countersink and fill all nail holes, caulk all joints and sand prior to finishing. Provide samples to owner fur approval prior to purchasing materials. Base: lx6 Casing: lx4 at all windows and doors Window stool: 5/4' with eased edges and horns and lx4 apron at all windows SCREENED PORCH Ceiling: Provide and install pine 1 x 6 v groove siding on tho ceiling. Use 1 x 1 trim Et ceiling/wall intersection at gable ends CABINI111Y Kitchen and Bathroom cabinetryto be provided by Owner. Contractor shall coordinate installation with all trades. Provide red and shelf at each closet. OYPSUM DRYWALL Provide 1/2' gypsum wall board off all interior walls and ceilings unless noted otherwise. Provide ALTERNATE pricing for 5/8" GWB. Pray'de 1/2" water-reostent gypsum wallhoard at oil bathrooms. Provide tope and three coats of compound; sand between each coat. Shower surround shall be lined with cement beard. TlII Ceramic tile, porcelain tile and stone tire to ho supplied by owner except in Entry Foyer, which shall be provided and tnstolled by Contractor. Contractor to provide quantity toke off to owner after framing is comp eta. Contractor shall instell fie os per PLANS and INTERIOR ELEVATIONS. Provide all roarer'als necessary to complete nstollat'on indudtng mortar, grout, soo/or, etc. Contractor to provide and lestoil all stone saddles and slab tr'm p aces necessary to complete nstullahofl. ACCESSORIES TOWEL BARS Install towel bars, toilet paper holders, and other bathroom accessories provided by Owner. Rev ow lecat'ons w th Arch'ted pr or to nstellahon of drywall to ensure proper Iocat on of so d blocking. SHOWER ENCLOSURES Contractor shall supply and install clear tempered glass 3/8' rbtck frameless shower doors and frameless enclosure panels as shown on the NTERIOR ELEVATIONS. H:ngos, 6' door pulis and other hardware shall be selected to match plumbing fittings. Doors and enclosures shall be 6 feet tall. DMSION 9 - RNISRES PAIIfllNO Review all exterior and interior finishes with Architect prior to execution. Pray'de mask-ups n field to veflfy acceptability of colors chosen by Owner, pr'or to pa'Being ur fin shrug. Provide latex enamel interior paint by BENJAMIN MOORE, Inc., or approved equal. Apply paint in accordance with manufocture~r's dtrectJoos over clean and smooth substrata. Apply pr me and finish coat and addltiooa coats until paint film is of unifurm finish, color, and appearance. Gve spec al attenhon to edges, corners and crevices to assure that they receive dry film thickness equlva oat to that of fiat surfaces. NO c. XTERIOR PAINTING iNTERIOR Walls: Provtde one coat primer/sealer and two coats latex "matte paint. Colors shall be Selected by Owner. Trim: Fill al~ nail holes, sand, p rovide one coot oBI based p rimer and 2 coats latex "pearl" finish patnt.' CODIII1~RTOFI Solid composite, marble or granite countectops shall bo selected and p~ided by Owner. Contractor shall coordinate Instaflation with cabinetry. PAINI1Nt Rev'ow all extor or and Inter or fin'shes w th Architect pr or to execution. Provide mock-ups in field to verify acceptability of colors chosen by Owner, prior to painting or finishing. Provide latex enamel interior paint by BENJAMIN MOORE, Inc., or approved equal. Apply paint in accordance with manufacturer's directions over clean and smooth substrata. Apply prime and finish coat and additional coats until paint film is of uniform finish, color, and appearance. G~ve special attention to edges, corners and crev'ces to assure that they receive dry film th ckeass equivalBnt to that of fiat surfaces. DllfllION 10 - IPKIALTIES FIRIPLACES AND STOVES Prowdn and install wood burning stove, Rue and all raqu red accessories accord ng to manufacturer s instructions, local, state amd not anal codes nclud no NFPA 21 Standard. Stove to be selected. DMNION 1l - AIICNANICAL GENERAL Coordloote Io(ot]ons of duct runs and rog]stars with archltesf prior to Installation. All work to bo performed by a Ilcon~ mochamlcal sub.coatmctor, in accordonre with oll appllcobln cedes and rloulatloos. Confurm to fha standards as outlined by the National Fire Prafedion AssecioNoo, lipA, Suffolk County Dept. of Health Services oed Town of Seathold. HEAT RECOVERY VENTILATOR Providn and install heat recovery vantilotur by FANTEC or approved equal. Model ~SHR 1504 with EDF1 wall control. DUO'WORK Provide insulated mete~ supply and return ductwosk and floor/ceil'no rog'stars te serve each oscupmd space. All ductwork to be conceded ia chases or Roor/~ll ceTngs, fl accordance w th SMACNA aclud'ng frenstfions, bends, teke-offs, etc. designed fur minimum static losses. Pray'de golvamzed sheet metal ductwork of 26 go. Up to 24" wide and 24 ga. above 24' wdo. LBakoge at seams shall not exceed 3%. Provide 1 _' fiblrgloss exturlor wrap on supply duct, _' r]gld fiberglass acoustical and tharmal tears on retura duds. Provide Isolatloo pads for oil units arid ductwark. Provide ductwosk for and instull owner, supplted exhaust hood for range. VOLUME DAMPERS Provide volume dampers or other opprexed air balancing dovicB with indication and locking quadrant at each from main duct, afl oath duct toke-off, and of each neck tu individual diffuser or reqister in supply, return oed exhaust ducts. FILTERS Provide filters by SPACE GARD high efficiency units rated at 99% efficient fur 6 micron particles, or approved equal. Provide cleam filters at completion of Job. THERMOSTATS Provide haatlng/coollng, day/night setback, digital, electronic type thermostat with clock by HONEYWELL or approved equal. Client Review 06~21.2011 Bid Set 01.17.2012 Permit Set 00.00.2010 Construction Set 00.00.2010 Issue Date: 12.19.2010 Drawing Legend: .______. ........ Wall To Be Removed Wall To Remain mm New Wall ...... New Foundation Wall ........ Unes Above ............ Uno, Below ......... Guidelines ............ Fence G Door Tag Q Window Tag ~lr~ ~ $ecllon X, Sheet A-XXX ~ Elevation Tag x~x Interlot Elevation Tag v X M E W Y L K R A M [ R Myers Massey Residence Wlgglna Lane Greenport NY 11944 Contractor: i Speclfl~affone 2 of 3 Scale: N/A No~ All Dmwngi PHoNed on 11x17 Paper Scale is 50% Scale Above Myers Massey Bid Set 01.17.2012 © 2010 Meryl Kramer Architect SPECIAL PROVISIONS: 3 of 3 DM$1011 I~- FUlMIIII6 GENERAL All plumbing work to be performed by licensed plumbing su~ontrastor, in accordance with all applicable codas and regulations. Pitch plumbing supply pipes to common Iow point and provide valve for draining system. Provide pipe insulation on all hot water pipes and all cold wooer pipes in exterior wafts or unheated spaces. Provide complete equipment iisi of manufacturer, size and model number prior to ordering equipment. Provide walk-thraugh with Owner at completion of job to instruct on operation of system; provide all manufacturers' warrant es to Owner, 'n-filled w'th proper model and sar'al numbers. Heating system shall be Radiant tubing in floors. Provide three separate heating zones: 1. Master Bedroom Sufle 2. Bedroom Wing 3. Living/Dining/Kitchen areas HIGH EFFICIENCY GAS FIRED BOILER Boiler shall be used for radiant heat and domestic hot water. Provide and install boiler with cast aluminum heat exchanger. Discuss size of boiler with architect prior to ordering equJpmant. RADIANT HEATING Provide and install complete system including 1. PEX tubing in floar cavities 2. Distribution pumps 3. Manifolds and actuator valves 4. Control systems WATER SUPPLY SYSTEM Provide new domesHc water lines to all new fixtures and tiltings. EXTERIOR HOSE RIBS Provide and install three new frost free, quarter turn hose bibs by LEGEND VALVE or approved equal, locations to be determined. SANITARY WASTE SYSTEM Connect waste lines to new sewer line. ROOF ROOF/2ND FLOOR 1 ST FLO0 R c.c. II BASEMENT EXERCISE BATN 2' ---- _ .... -_._~_ MASTER BATH t tr~l[ I 12" 112' I .... '~-- .... 1 I I I I I II1~" It ~/2- I I I I I I I 4" Vent Thru Roof I 1 1/2- POWDER GARAGE ROOM K]'rCHEN 2' LAUNDRY .... "T ~ 4" MAIN WASTE LINE SLOPE 1/4" PER.FT. CONNECTTO APPROVED SANITARYSYSTEM HOUSE TRAP DIIII$1MI l& - ELECTRICAL GENERAL All electrical work to be performed by a licensed Electrical sub-contractor, in compliance with all State and local mquiraments, and as per National Electric Code and New York Ste~ Underwriters. Provide switches, receptacles, recessed fixtures, boxes, dimmers, and ali required components for falJ and functioning system, as shown in the drawings and as required. Provide and install LUTRON "Architectural" style switch plates and outlet covers in 'snow" finish. Dimmers and switches shall be 'Diva" style. Install switches at 40' AFF to the center of switch ]late unless noted otherwise on DRAWINGS. Install outlets horizontally, centered Jn baseboards, unless noted otherwise. ~ PLUMBING Scale: N.T.$. RISER DIAGRAM All interior and exterior surface mounted and pendant fixtures supplied by Owner shatl be installed by electrical subcontractor. Bury electrical lines underground to from pole to now electrical panel located in basement. TELEPHONE Provide recessed wiring and jacks far phone system aa locations shown on plans. TELEVISION Provide recessed wiring and jacks far cable television at IocaHons shown In drawings. SHUTTER FASTENING SYSTEM PLYWOOD "$HUI si:R" ATTACHMENT ON WO~.D~ FRAME OR MASONRY WALL TABLE R301.2.1.2 WINDBORNE DEBRIB PROTECTION FASTENING · CHEDULE FOR WOOD STRUCTURAL PANEL~ I,b,o. FASTNER SPACING (Inches) FASTNER 4 feet 6 feet TYPE Panel span Panel span Panel span 4= 4 feet 4= 6 feet -~ 8 feet 2-1/2" #8 Wood 18 12 9 NOTE: ALL WOOD MATERIAL THAT COMES IN CONTACT WITH CONCRETE 8HALL BE A.C.Q. TREATEI~ Lj~Uh,.sMBER. NOTE: THIO PROJECT 8HALL COMPLY WITH THE41~&.MECHANICAL., PLUMBING AND ELECTRICAL CODE FOR NYE. UPUFT SllLAP CONNECTION REOUIREMENTS ROOF RAFI'~RS OR TRUSS TO ~ .~, r ~ FOR FRAMING SPACING (16 INCHES) ~ "-/ BASIC LOCAL WIND ERRED 1Z0(t4PH) ROOF SPAN (FEET) NUMBER OF #O SCREWS IN EACH END OF A 1-1/4' BY 33 ML STEEL S~RAP .~2 3 UPUFT STRAP CONNECTION REOUIREMENTS WALL ASSEMBLY TO WALL ASSEMBLY FOR FRAMING SPACING (16 INCHES) ROOF SPAN (FEET) NUMUbK UP ~U ~t. KCWb IN r. ACff CNU UP A 1-1/4' BY 33 MIL STEEL STRAP 28 2 32 3 36 3 UPUFT STRAP CONNECTION REOUIREMENTS WALL ASSEIdBLY TO FOUNDA'RON OR FLOOR ASSEMBLY FOR FRAMING SPACING (16 INCHES) ROOF SPAN (FEET) NUMUEK ul- ~t~ b~.KCW~ IN I:A~H r. ND OF t~ ]-1/4' BY 33 MIL STEEL STRAP Z8 36 2 Wlk~SREED 16 6 16 4 1~ ~ 295 28 G 12 3 20 4 440 12 g Z45 24 4 4e0 2Q S STE PROJECT DATA TABLE R301.2 Wind GROUND SNOW LOAD ~EED (mph) SEISMIC DESIGN CATEGORY 45 pst B EUBJECTTODAMAGEFmOM Weathering Fro~t Line Depth Severe 36" To,mite I Deem/ Heavy To Moderate Moderate To Shght Flood Air FrMelng I~zarda Index Nlone 599 (..el.~s,,) c~ o~N~A=T,~. [] DESIGN LOADS SOIL: CLASS (CLAYRYSAND) BLDG: FLOOR LIVE LOAD 40 psf ROOF DEAD LOAD 10 psf MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS BEARING CAPACITY 2000 psf FLOOR DEAD LOAD15 psf SNOW DEAD LOAD 30 pef TABLE R301.6 ALOWABLE DEFLECTION OF BTEUCTURAL MEMIBER8 TABLE R301.7 ALLOWABLE STRUCTURAL MEMBER DEFLEC~rlON Rafters having slopes grater than 3/12 with no L/180 trashed ceding attached to rafters Interior walls and partitions H/180 Floors Ind plastered ceilings L/360 All other structural members L/240 --Exterior walls with plaster or stucco hnish H/360 Exterior walls- w~nd loads with brittle hnlshes L/240 --Exterior walll- wind Iolds with flexible finishes L/1 Z0 CEDAR SHINGLE e" EXPOSURE 3/4" PLYWOOD SHEATHING O 18' O,C. 1-1/4"x33mm GALVANIZED STEELSTRAPANCHORED W111~3 N0.8 SCREW AT EAOH END OFF. ACH RAFTERS 2x8 DROPPED GIRDER CARRIAGE ~OLTS PORTO FRAMING BEYOND 1~ GALVANIZED CARRIAGE BOLT0 2 2x 0 TREATED '~OPPED DECK GIRDER ADJUSTABLE POST BASE ANCHOR SIMPSON OR COMP, EMBEDDED INTO WET -CONCRETE UP TO THE BOTTOM OF THE 1" STANDOUT BASE PLATa - 2 MINIMUM SIDE GALVANIZED COMMON NAIL0 TO ATTACH .'. 12" CJ R CONCRETE SONOTUBE DECK FOOTING, Client Review 06,21.2011 Bid Set 01.17.2012 Permit Set 00.00.2010 Construction Set 00.00.2010 Issue Date: 12.19.2010 Revision Dates: Drawtng Legend: '' - '---' Wall To Be Removed WaiJ To Remain New Wall · ..... New Foundation Wall ........ Lines Above ............ Unes SClow ......... Guideline~ ........... Fence G Door Tag Q Window Tag q~ Section X, Shem A-XXX D.,o,,,ao ~ Elevation Tag X~'~X Interior ElevaUon Tag X M E R Y L K R A M a R Myers Massey Residence Wiggins Line Greenport NY 11944 Contractor: t~ SpeoffloeUonl 3 of 3 Scale: N/A Note:All Drawlngs Printed on llx17 Poper Scale is 50% Scale Above IA-001.2 Myers Mmsey Bid Set 01.17.2012 2010 Meryl Kramer Archited All Rlgl~ Rowed Schedule 12.11.2011 00.00,0000 101 102 103 eom I et Fleer Deem 7902 e 9400 ~, Series FWHiD3161~ 104 105 Series FWGD 1510611-4 106 107 108 112 3edroom Closet 2 3edroom 2 3edroom Closet 1 Bedroom 1 113 114 Basement Door 115 Series FWQD-4 Custom Width 116 117 118 119 120 Hall Door 121 3owder Room 203 204 205 206 31oset Master Water Closet Closet Reem Deem Pocket Patio Black Painted 3'-0" x 6'-8" ed Cedar 6'-10" 18'-0" x 7'-0" Painted 2'-6" x 6'-8" Painted Painted Painted Painted 2'-4" x 6'-8" 3ainted =alnted Painted Painted 18'-0" x 7'-0" x 6-10 1/2" $"10 3/8" 1" 6"8" .)'-10" x 6'-10 1/4" 15'-9" X 6'-10 3/8" 15"10" X 6'-11" 5"0" X 6"8" [ 6"10 1/4" 1 "6" X 6"8" 6"10 1/4" 2'-6 1/2" X 6-10 1/4" 1/2" X 6"10 1/4" 1/2" x 6"10 1/4" 1/2" X 6'-10 1/4" 1/2" x 6"10 1/4" 1/2" X 6'-10 1/4" 6"8" ~"10 1/4" 13'-0" X 6"10 3/8" 2"8" x 6'-8" Painted 2'-8" x 6'-8" 2'-6" x 6'-8" Painted Painted Painted 13'-1" x 6'-11" -)'-10 1/2" x 6'-10 1/4" x 6'-10 1/4" x 6'-10 1/4" 1/2" x 6'-10 1/4" X 7'-1 1/4" 1/2" x 6'-10 1/4" 1/2" x 6'-10 1~" 3'-8" 1/2" x 6'-10 1/4" 6'-8" 1/2" x 6'-10 1/4" 3ainted ~'-10 1/4" Painted x 6'-10 1/4" Painted 3'-6" x 6'-8" Painted x 6'-8" x 6'-10 1/4" 6'-10 1/4" 2" x 6'-10 1/4" ~( 6'-10 1/4" DP 3O DP 30 :).27 Levers w/Disk Rosette & Steel Jamb - Tubul , Set TBS ecl Notes Emtek Stutt~g_art SS Levers w/Disk Rosette - Tubular Passa~/Dumm~Set Emtek Stu~qart SS Levers w/Disk Rosette - Tubular Privacy Set art SS Levers w/Disk Rosette - Tubular Passa~ Set Emtek StUart SS Levers w/Disk Rosette - Tubular Privacy_Set ~ SS Levers w/Disk Rosette - Tubular Passa~_e Set Levers w/Disk Rosette - Tubular Privacy_Set --mtek Stu_~gart SS Levers w/Disk Rosette - Tubular Passa e~et w/Disk Rosette - Tubular Privacy Set -=mtek Disk Rosette - Tubular Passable Set 'lush Pulis &~e Set art SS Levers w/Disk Rosette - Tubular Passa~q~ Set Disk Rosette - Tubular Privac~v Set Emtek Stuttgart SS Levers w/Disk Rosette & Steel Jamb - Tubular Emtek Stuttgart SS Levers w/Disk Rosette - Tubular Pa~e Set Emtek Stuttgart SS Levers w/Disk Rosette - Tubular Priva_~v Set = Levers w/Disk _Rosette - Tubular Pdvac Set -mtek _Stutt art SS Levers w/D~ Rosette - Tubular ~Set Stuttgart SS Levers w/Disk Rosette - Tubular Privac Set~ )isk Rosette - ~ Set Disk Rosette ~ Tubular Passage/Dummy Set isk Rosette - Tubui; t Set Emtek Stuttg~ SS Levers w~k Rosette - Tubular P Set ~ Set ~mp~ed 'em~ered 3/4" Solid Core Flush 1-Hour Rainscreen Veneer~lied to Exterior of Door Notes I 3/4" Solid Core Flush Door M~D~ Sash for Winterization 3/4" Solid Core Flush Doors MD~)~ 3/4" Solid Core Flush Door ~ I 3/4" Solid Core Flush Doo~ 1 3/4" Solid Core Flush Door M~_ I 3/4" Solid Core Flush Door M~_~_ I 3/4" Solid Core Flush Doo~ 1 3/4" Solid Core Flush Do~ I 3/4" Solid Core Flush Do~ Vidth 3/4" Solid Core Flush Door M_~D~ 3/4" Solid Core Flush Door ~ 3/4" Solid Core Flush Door M~(~). 3/4" Solid Core Flush Door MD~elf Closing-Hour Fire 3/4" Solid Core Flush Doors MD~p_~ 3/4" Solid Core Flush Door M~(~ 3/4" Solid Core Flush Door 3/4" Solid Con 1 3/4" Solid Core Flush Door 1 3/4" Solid Core Flush Door 3/4" Solid Core Flush Door 3/4" Solid Core Flush Door ." Solid Core Flush Doors 3"0" ~ Front Entry Door 101 Scale: 3/8" - 1'-0" 18''0" ~ Garage Door 102 Scale: 3/8" - 1 3~'0" ~ Patlo Entry Door 103 Scale: 3/8" - 1'-0" Varies (~ French Sliding Door 105 & 115 Scale: 3/8" - 1 '-0" Veriel ~ Typical Interior Door Scale: 3/8" - 1 '-0" Client Review 06.21.2011 Bid Set 01.17,2012 Permit Set 00.00.201~ Construction Set 00.00.201 ~ Issue Date: 12.19.201 Revision Dales: Drawing Legend: ..... Wall 1'o Be Eemo~d Wall To Remain ~ New Wall ...... , New Foundation Wall ........ Une~ Above ............ lines Below ......... Guidelines ............ Fence G Door Tag ~ Window Tog ~lr- -~ Sec'lion X~ Sheer A-XXX (~ Elevation Tog x(~x Interior EleYalton Tag x M E R Y L K R A M E R Myers Massey Residence WlgglneLane Omenpo~NY 11944 Controclor: ~ Door Sohedul® & Unit Elevatleee ScaPe: Noted Note: All Orowlng~ PHnted on 11x17 l~aper Scale It ~0% Scale Abe~e IA-002 I Myers Massey Bid Set 01.1X2012 J © 2010 ~e~7[ Kramer Architect INIndow Schedule RevlMon Date: O0.~____n~_ No, ~lep_,_,f-_~_,_,er or i ,~,~,,q type Finish Unit Dime~lon (WxH) Rouoh ODenlno Mxl.l~ U Vilue ~oler Heat mlas~ & Divisions Remarks .~aln Coeff. ~er SHGC _~-_-_e_ment Wlndowa ............ B01 ~ndarsen-AAN3028 ~wnlng 31ack 2'-1t 1/4" x 2'-? 1/4" I'-0" × 2'-3" 0.35 ).$1 HP Low-r:4 ~upply w/Screen Windows B02 ~ndersen-A^N3028 ~,wning 31ack 2'-11 !/4" × 2'-7 1/4" 3'-0" × 2'-8" 0.35 ).31 HP Low-E4 .3upply w/Screen Windows B03 ~,.ndarsen-AAN3028 ~.wning 31ack .... 2'-11 1/4" x 2'-7 1/4" 3'-0" x 2'-8" 0.35 ).31 HP L.ow-E4, ~upply w/Screen Windows B04 ~ndersen-AAN3028 . Awning ~lack , , 2'-11 1/4" × 2'-7 1/4" 3'-0" x 2'-8" , , 0.35 , ,,).31 HP Low-E4 ~uppl¥ w/Screen Windows .... let Floor Wlndowe 101 ~.ndersen-AAN4028 (3 Units) Awning ~lack 12'-5 3/4" × 2'-'~ 1/4" 12'-7 1/2" × 2'-8" 0.35 :).31 HP Low-E4 ~upply w/Screen Windows 102 ~.ndersen-AAN4028 Awning ~lack 3'-11 1/4" × 2'-7 1/4" 4'-0" × 2'-3" 0.35 :).31 HP Low-E4 ~upp[¥ w/Screan Windows 103 ~.ndersen ADH3250 Doubla-Hung ~lack 3'-1 1/4" x 4'-11 1/4" P-2" x 5'-0" 0.33 :).27 HP Low-E4 ~upply w/Screen Window 104 ~ndersen ADli3250 Double-Hung Black 3'-1 1/4" x 4'-11 1/4" 3'-2" x 5'-0" 0.33 :).27 liP/ow-E4 ~upply w/Screen Window 105 Andersan ADH3250 Doubla-Hung Black 3'-1 1/4" x 4'-11 1/4" 3'-2" x 5'-0" 0.33 :).27 HP Low-E4 ~upply w/Screen Window 106 Andersee-AAN3028 Awning Black 2'-11 1/4" x 2'-7 1/4" 3'-0" x 2'-8" 0.35 :).31 HP Low-E4 ~,upply w/Screen Windows 107 Custom Fixed Woed/Scraen 3'-0 1/2" × 5'-10" 3'-0 1/2" x 6'-10" Intemhangable Glass Sash tot Winterization 105 Custom I$ Units) Fixed Wood/Scroen 13'-9 1/4" × 8'-10" 13'-9 1/4" x 5~-10' Interchangable Glass, Sash for Winterization 10~ Oustom Fixad Wood/Screen ~'-2 1/4" x 8'-10" 3'-2 1/4" x 5'-10" Intsrchangable ~lass, Sash for Winterization 110 ~ndersen ADH$250 12 Units) Double-Hung Black '-3 1/4" × 4'-11 1/4" 8'-4" x 5'-0" ).33 ~.27 HP Low-E4 Supply w/Scraan Window 111 Andersen ADFI3250 12 Units) Double-Hung Black ~'-3 1/4" x 4'-11 1/4" 5'-4" x 51-0" ).33 :).27 HP Low-E4 Supply w/Screen Window 112 Andersen-AA$028 (2 Units) Awning Black ~'-11 1/4" x 21-7 1/4" 6'-0" x 2'-8" ).35 3.31 liP Low-E4 ~up~l¥ w/Screen Windowa 113 Andarsen-AA~028 12 Units) Awning Black ~'-11 1/4" x 2'-7 1/4" $'-0" x 2'-8" ).35 D.31 lip Low-E4 ~upply w/Screen Windowa 114 Andarsen ADH3250 Double-Hung Black ~'-1 1/4" x 4'-11 1/4" $'-2" x 5'-0" ).33 0.27 lip Low-E4 Supply w/Screee Window 115 Andersen ADH3250 Double-Hung Black ~'-1 1/4" x 4'-11 1/4" 3'-2" × 5'-0" ).33 0.27 HP Low-E4 Supply w/Screen Window "' 201 ' Andarsen ADH3250 ....... Do~b'la-Hung Black ...... ~'-1 1/4" x 4'-11 1/4" 3,.2., x $'-0",, :).33 ~.27 ....... lip I.~w-E4 .... Supply w/S~re~r, Window ............ 202 Andersen ADH3250 .... , , , Doubla-liung ,, Black ~'-1 1/4,. x 4'-11 1/4,,3..2. x 5,.0,, :).35 0.27 HP Low-E4 Supply w/Screen Window 203 Andersen ADH3250 Double-Hung Black ,, ,,,, ~'-1 1/4" x 4'-11 1/4" 3'-2'I × 5'r0" :).33 C~.27 HP Low-E4 Supply w/$craan Window 204 ' Andarsen-AAN3028 , , Awning Black, ->'-11 1/4" x 2'-7,1/4" 3'-0" x 2'-8" :).35 D.31 HP Low-E4 ..... Supply w/Screen Windowa,"',', ','" ', , 205 Andersen ADH3250 (2 units) Double-Hung Black ' ' ,'-3 1/4" x 4'-11 1/4" 6'-4" x 5'-0" :),33 0.27 HP Low-E4 Supply w/Screen Window , ' 206 Andersen-AA3028 (2 Units) .. . Awning Black 5'-11 1/4" x 2'-7 1/4" 6'-0" x 2'-8".. ' :).35 0.31 .... Tempered Supply w/Screen Windows ...... 207 Andersen-AAN3028 Awning Black ' ' . .... .>'-11 1/4" x 2'-7 1/4" 3'-0" x 2'-8" .... :).33 0.27 Tempered Supply w/Screen Window . . 208 Andersen-AA3028 (2 Un'lis) .... Awning Black . . 5'~11 1/4" x 2'~7 1/4" 6'-0" x 2'-8" :).35 9.31 ....HP Low-E4 . . Supply wi Screen Windows 209 Andersen ADH3250 Double-Hun.q Black ['-1 1/4" x 4'-11 1/4" '3'-2" x 5'-0" . . :).33 0.27 . ..HP Low-E4 Supply w/Screen Window ......... 210 Andersen ADH3250. Double-Hung Black 3'-1 1/4" x 4'-11 1/4" ...: - . . :).33 0.27 ....HP Low-E4 .... Supply w/Screen Window 211 Andersen ADH3250 .......... Double-Hung Black ..... 3'-1 1/4" X.4'-11 1/4" . . . ~':2" x 5'-0" :).33. 0.27 HP Low-E4 . .. Supply w/Screeq Window 212 Andersen ADH3250 (2 Units) Double-Hung Black ~'-3 114" x 4'~11 1/4" ,~'-4" x 5'-0" . . 3.33 0.27 HP Low-E4 Supply w/Screen Window , 213 Andersen ADH325Q (2 Units) ...... Double-Hung Black. ~'-31/4"x4'i.11 114" . .... S'-4'IX5'-0" . . .' .' :).33 0.27 ..... HpLow-E4 .'..' Supplyw/Screen'Window .......... ......... .. 214 Andersen ADH3250. , Double-Hung Black 3'-1 1/4" x 4'-11.1/4" '-2" x 5'-0" :).33 0.27 HP Low-E4 Supply wi Screei-, Window 215 Andersen ADH3250 Double,Hung Black ....... 3'-1 1/4"r x 4'-11 1./4" ~'-2" x 5'.-0" . . 9.33. 0.27 ... dP Low-E4 . . Supply w/Screen Window 216' Andersen-AA3028 (2 Units)' Awning Black 5',11 1/4" x 2'-7 1/4" S'-0" x 2';8" 9,35 0,31 . . . HP Low-E4 Supply w/Screen Windows '217 All~emen-AAN3028,, , ....... Awning ' ' Bla~k' ~'-tl 1/4"x2'-71/4'" '-0"X~'-8" 0,35 .... , 0.31 'IPLow'E4 , , ' , , , Supplyw/$~r~enWlndowe f 12'-6 3/J" Awning Window 101 Scale: 3/8" ' 1 '-0" 5'-11 1/4" / (~ Awning Window 112, 113, 206, 208 & 216 Scale: 3/8" ' 1 '-0" (~ Double-Hung Window 103, 104~ 105, 114~ 115, 201,202r 203, 209, 210, 211, 214, 215 & 216 Scale: 3/8" - 1 '4)" (~ Double-Hung Window 110~ Scale: 3/8" - 1 '4)" 111~ 205r 212& 213 (~ Awning Window BO1r B02~ B03, B04, 106, 204, 207 & 217 Scale: 3/8" - 1 '4)" 3'-11 1/4" ~ Awnlng Window 102 Scale: 3/8" - 1 '-0" Client Review 06,21.2011 Bid Set 01.17.2012 Permit Set 00.00.2010 ConsWucGon Set 00.00,2010 Issue Date: 12.19.2010 :Dm~ing Legend: Wall To Remain New Wall New Foundation Wall ........ Unes Above ......... Guidelines ............ Fence G Door Tag ~ Window Tag q~'--~ Section X, Sheet A-XXX (~ Elevation Tag X~-2-~X Interior Elevofion Tog V x Myers Massey Residence Wlgglne e'ne Greenport NY 11944 Contractor: Window Schedule & Unit ElevaUona Scale: Noted Note: All Drawing~ Printed on 11x17 Paper Sca~e is 50% Scale Above A-003 I Myers Massey Bid Set 01.17.2012 I © 2010 Meryl KramerArchitect 86'-10 1/2" 24'~ 1/2" 8'-9 3/4" 11'-8 1/2" 23'-9 1/2" 3" 26'~ 1/8" 8" Reinforced C.I.P. Concrete Foundation Wall w/Waterproofing Applied Below Grade on 8x16x12 C.I.P. Footing, min. 3'-O* Below Grade (Typ.) 41'-10 3/4" 9'4) 1/4" 25'-7 5/8" t8 UP ii,Sanitary Wa,t. ! J !J ! ifa Septic Gas Line! j Water Mai.! i Electrical Panel ~ (,servlce TBD) i Boiler Mechanical Room UnExcavated ~4" Concrete Slab w/6-6/12/12 6 Mil. Poly. Vapor Barrier On Well Compacted Fill 4" Concrete Slab w/6-6/12/12 6 Mil. Poly. Vapor Barrier On Well Compacted Fill 23'-9 1/2" 24'-5 1/2" 14'-2 3/4" 16'-2 1/4" ~ 11'-0 1/2" 14'-$ 3/4' 40'.111/4' 42'-3 1/4" Client Review 06.21,2011 Bid Set 01.17.2012 Permit Set 00.00.2010 Construction Set 00.00,2010 Issue Date: 12.19.2010 Revision Dates: Drawing Legend: .'" - - - - ~: Wall To Be Removed Wall To Remain ~ New Wall , i .~,. ,. ,,-, , New Foundation Wall ........ Unes Above ............ Une* Below ......... Guidelines ............ Fence G Door Tag Q Window Tag ,sheet A-XXX O.,o,,,ag ~ Elevation Tog X~C'~X Interior Elevation Tag v x Myers Massey Residence Wlgglne I.nne Greenport NY 11944 Contractor: I~ B~ement Plan Nole: All Drawlng~ Printed on 11x17 Paper Scale is ,50% Scale Above A-100 J Myers Massey Bid Set 01.17.2012 J © 2010 Meryl Kramer Architect All Rlgl~ Re#s'~ed 86'-10 1/2" 4'-11 3/8'~ W;ndow'I ~[ W~dow' 15'-3 3/4" ~ W~!dow 5 1/2"=] 24'.0' S '~1/2"'] 5'-9 1/2' $ '~'11/2" 15'-11" 3 1']1/2" 14'-1 1/2" 5 ']1/2"1 5'-7 1/2' 3 1/2".].,~ 3 '~1/2" I,~3 4'-10 1/2' 1/2" 10'-0" 5 1/2" Client Review 06.21.2011 Bid Set 01.17.2012 Permit Set 00.00.2010 Construct;on Set 00.00.2010 Issue Date: 12.19.2010 Covered Porch ~ ~_ See 3l~eet A-600 For 2 ~ .___ - Tile S~ction Has Been Made .... :___ ,, ,,, , .. . ,. . ' . ...... ~L~"Dg ......... u ......J ....... ~ ~ ~ ~.. W~II Compaded Fill ~ .... , ' , ~ ..... ~ -- - ~ ~ ~ Closet I Closet 2 ,~ , ,, , , ~ ~-~ ;_~ , :: Din,ng Ama 1: , , ,, ~ ,: :- ;41; -~L - ' "'~ ..... ' 8~ Flat; ~r ' '- IH ~l ,l . Ceiling . ]~ j J[ . ,, 2 _ ~ ' - r' ' ~- ' TE ~ ..... ~ ~ _ ~ E~ ~ .... ~ 'J ...... Study ~ ................. ii iI Powder R,oom- I I - 'Covered Porch , ~ .... ~, I '~Z 5/4"x3 1/2"lpeDecking ~ ,- u- ,,~ - H~ ....... Fastened w/ Ipe Clips (Typ.) ; ; ; ;_~; ; ' ~ ~ ' ~:~:~ :~:~:z:'~::::::~ 1/2" 17'-11 5/8' 20'-1 1/2" 22'.8" 5 1/2" 6'-0 1/2" 5 1/2" 36'-2 3/8" ' ..... ~ ........... ; 5 1/2" : 2- ~ !- -- E 5/4"x 3 1/2" Ipe Decking ' _ _ ~ ~ ~ Fastened w/Ipe Clip~ (Typ.) 3 1/2" 5 1/2" 5 1/2" 5 1/2" 5 1/2" g 3,. g ,..,,,2. Fi ,3..s,,,. 1,..,,,,. T; 1,..o. j, ,..1,/,. J, ,,.,,/; ~ ,'.,,/; ~ ,'-,,/,'~ ,o..,,/,. ~ 86'-10 1/2" 5 1/2" 14'-4" .~ 4'.9" Dmwlng Legend: ........ Wall To Be Removed Wall 1'o Remain ~ New Wall ...... New Foundation Wall ........ Unes Above ............ Unes Below .......... Guldelinel ............ Fence G Door Tog Q Window Tag q~-I Section X, Sheet A-XXX ~::.21 D.,o,,ra, (~ Elevotion Tag x~/~x Interior Elevation Ta, x Myers Massey Resldence Wlgglns Lnne Greenport NY 11944 Contractor: I~ Propoeed l~t, Pl~r Pl.n Scale: 1/4" = 1'-0' Note: All Drawings Printed on Ilxl7 Paper Scale is 50% Scale Abeve A-101 © 2010Meryl Kramer Architect 4'-11 3/e" 5 1/2" 1/2" 24'-11" 36'-7" 25'-4 1/2" 7'.6 1/6" 7'..61/8" 4'-11 3/8" 17'-3 7/8" 3 1/2" 3 1/2" / 51/2" ~ I~xercise Room 4'-31/4~ W!dow 1/2" 5'-71/2" 31/2" 8L5" 3'-9" 3 1/2" :(Rough-in for Sink & Ele¢lri¢~: :for Fulure Wet Bar) Timber Frame Above Others HiJ' Master ClOset 3'-3"  ,, Heq's Master II , ~ Clol~et [ I L II iI iI Bathroom S~anding Metal ,/ 18" Seam Spaces Master Study Fixture Line of Roof Overhang Above (Typ.) Below ~, 8'-5" Window ~ Wind/ow 14'-6" Master Bedroom See Sheet A.600 ~or Shower Details Aher Tile Selection Has Been Made Line of Roof Overhang Above (Typ.,) 4'-3 1/4" 51t 13'-10 1/8" 4'.n 3/8' } 8'-61/2" 9'-10 3/8" 5 1/2" Window ,~ 3'-11" 24'-11" 36'-7" 5 ~' 9'-8" 3 1/2" 3'-0" 3 1/2" 11'.2 1/2" 5 1/2" ~ 7'-11 1/2" 11'-1 1/2" 25'-4 1/2" Client Review 06.21.2011 Bid Set 01.17.2012 Permit Set 00.00.2010 Construction Set 00.00.2010 Issue Date: 12.19.2010 Drawing Legend: ........ Wall To Be Removed Wall To Remain ~ New Wall .... ,, New Foundation Wall ........ Unes Above ............ Lines SBic, ......... Guidelines ............ Fence G Door Tag (~ Window Tag ~'- ~ Section X, Sheet A.XXX GHZ.'i D.,o,,,a, (~ Elevation Tag X~X Interior Elevation Tag v X Myers Massey Residence Wlgglno Lane Greenport NY 11944 Contraclor: ~ Propoeed 2nd Floor Plan Scale: 1/4" = 1'-0" All Drawings Pr n ed on x17 Paper Scale Jl SO~ Scale Above A-102 Myers Massey Bid Set 01.17.2012 J © 2010 Meryl KramerArchitect Client Review 06,21,2011 Bid Set 01.17.2012 Permit Set 00.00.2010 Construction Set 00.00.2010 Issue Date: 12.19.201 Revision Dates: 6"Typ.@Rake BtandlngMetal Roofw/ 18"Seam Spaces Wall Below 0 6' Typ. @ Rake ~-~ ~ T" '~'---~ ..... ~' -Asphat RooflngShnger- ~ ,-- ~---- 6"Typ.@ Rake Drawing Legend: Wall To Remain ~ New Wall ~ -- New Foundatian Wall ........ Une* Above ............ Une* Below ......... Guideline* ............ Fence G Door Tag Q Window Tag "~1 Section X, Sheet A-XXX (~ Elevation Tag X~"'~X Interior Elevation Ta V x Myers Massey Residence Wlggln. Lane Oreenport NY 1194A Contractor: ! Roof Plen Note: All Drawing* printed on 11x17 A-103 Myers Massey Bid Set 01.17.2012 2010 Meryl Kramer Architect ~T.O. P~ate @ 2nd Floor 18'-7" Elevation ~2nd Floor E~evatian 10'-7" Elevation ~ (~loor EJe_~v~tion ~ 1'-7~ Elevation ~ North Elevation Scale: 1/4''= 1 '-0" ~T.O. Plate @ 2nd Floor 18'-7" E}evation ~2nd Floor Elevation 10'-7" Elevation ~t_T.O. Plate @ Screened Porchff 9'-6" Elevation 1st Floor Elevation 1'-7" Elevation ~East Elevation Scale: 1/4"- 1'-0" Asphalt Roofing Shingles (Typ.) Clapboard Siding w/6" Exposure (Typ.) Clear Cedar Rainscreen Siding w/3/8" Gaps (Typ.) Standing Metal Seam Roof w/ 18" Seam Spaces 1'-0' Overhang by GC (Typ.) Asphalt Roofing Shingles (Typ.) Clapboard Siding w/6" Exposure (Typ.) T.O. Plate @ 2nd Floor 18L7" Elevation 6" Overhang by GC (Typ.) 2nd Floor Elevation 10'-7" Ele~ T.O. Slab @ Garage ~-~ 0'-2" Elevation Client Review 06,21.2011 Bid Set 01.17.2012 Permit Set 00.00.2010 Construction Set 00.00.2010 Issue Date: 12.19.2010 Revision Dates: Drawing LIgInd: :----- -- _. Waft To Se Removed Wall To Remain I New Wall ....... New Foundation Wall ........ Lines Above ............ Lines Below .......... Guidelines ............ Fence G Door Tag G Window Tag ~- --I Sedion X, Sheet A.XXX D.,a,, (~ Elevation Tag X~X Interior Elevation Ta x Myers Massey Residence Wiggins L~nl Greenport NY 11944 Contractor: I~E Elevltlone Note: All Drawings Pdnted on I1xl7 Paper Scale Is 50% Scale AbM A-200 t Myers Massey Bid Set 01.17.2012 I @ 2010 Meryl Kramer Architect T.O. Plate @ 2nd Floor ~ 18'-7" Elevation ~2nd Floor Elevation 10'-7" Elevation ~-~ 1st Floor Elevation 1'-7" Elevation ~ Sout~h Ele~v_ation Scale: 1/4" - 1'-0" by GC (Typ.) Standing Meta~ Seam Roof w/ 18" Seam Spaces Asphalt Roofing Shingles (typ.) Clapboard Siding w/6" Exposure (Typ.) 1'-0" Overhang by GC (Typ.) T.O. Plate @ 2nd Floor 18'-7" Elevatlon~ 2nd Floor Elevation 10'-7" Elevation ~lst Floor Elevation 1'-7" Elevation i~T.O. Slab @ Garage 0'-2" Elevation ~West Elevation Scale: 1/4'~; 1~" Client Review 06.21.2011 Bid Set 01.17.2012 Permit Set 00.00.2010 Construction Set 00.00.2010 Issue Date: 12.19.2010 Drawing Legend: ........ Wall To Be Removed Wall To Remain ~ New Wall ~ New Foundation Wall ........ Lines Above ............ Lines Below ......... Guidelines ............ Fence G Door Tag O Window Tag q~r---1 Section X, Sheet A-XXX D.., Elevation Tag InteHer Elevation Tag X Myers Massey Residence Wlgglne Line Greenpor~ NY 11944 Contractor: 8/W Elevlflonl Scale: 1/4". 1'-0" Note: All Drawings Printed on 11x17 Paper Scale is sO% Scale Above A-201 I Myers Massey Bid Set 01.17.2012 @ 2010 Meryl Kramer Architect All ~ilh~ R~MC*~IJ Exposed Beam by OIbers ~T.O. Plate @ 2nd Floor 18'-7" Elevation ~ Floo~r Ele~v~ation 10'-7" Elevation Exercise Room 8 SIPs Aff~c SpaceFor Mechanical Garage Main Living Space ~T.O. Slab @ Garage 0'-2' Elevation ~ Longitudinal Section Scale: 1/4" = 1 '-0" ~ Standing Metal Seam Roof ///..~ ~.~%~ w/ 18" Seam Spaces (Typ.) _J/~ ~.~~ SIPs By Others ~ .... I ~ ~~ Exposed Timber Frame ////.'/.~ ~...~.' ~'~ 3/eI Ridge & Beams, By Others ~ 18'-7' Elevati~ ~ I ~~_ 2nd Floor ~ ......................................... ~ ........ -I-~.% -L .................................. ~_2nd Floor Elevation 10'-7" Elevation T.O, Slab @ Garage 0-2 Elevation Finish Floor (TBD) on 3/4" Plywood Subfloor on TJIs @ 16" o.c. (Typ.) Transverse Section Scale: 1/4' = 1'-0" 2 Car Garage Timber Girder, By Others Possible Attic Space For Mechanical Study Bathroom' Study Bedroom 2 Client Review 06.21.2011 Bid Set 01.17.2012 Permit Set 00.00.2010 Construction Set 00.00.2010 Issue Date: 12.19.2010 Revision Dotes: Drawing Legend: ...... ': Wall To Be Removed WaR To Remain ~ New Wall ....... New Foundation Wall ........ Uneg Above ............ Unes Below .......... Guidelines ............ Fence G Door Tag Q Window Tag ~ Section X, Sheet A-XXX (~ Elevation Tag x~x Interior Elevation Tog X M E R Y L K R A M g R Myers Mas'say Residence Wlgglne I.~ne Greenport NY 11944 Contractor: ~ec~onl 1 Scale: 1/4" -- 1'-0" Note: All Draw/ngs Printed on 11x17 Paper Scale is S0% Scale Above A-300 I Myers Massey Bid Set 01.17.2012 J 2010 Meryl Kramer Architect Standing Metal Seam Roof w/ 18" Seam Spaces (Typ.) SIPs By Others Exposed Timber Frame Ridge & Beams, By Others r Living Roam Covered Porch ~ Transverse Section $cale~' ~ T.O. Plate · 2nd Floor ~-~--. 18'-7" Elevation ~2nd F~loor~El~vation 10~-7" Elevation 1st Floor Elevation 1'-~ Elevation ~ TranBverse Section Master Bedroom Master Bathroom Bedroom 1 Bedroom 2 I T.O. Plate @ Screened Porch Deck 1st Floor Elevation 1'-7" Elevation ~ Transverse Section Master Study A~phalt Roofing Shingles (Typ.) SIPs By Others · Asphalt Roofing Shingles (Typ.) Finish Floor (TBD) on Plywood Subfioor on TJIs ~' 16" o.c. (Typ.) (~TO Window t ..... Exposed Timber Frame 9'~.' ElevaBon .......................................... ~lst Floor Elevation 1'-7" ElevaBon Standing Metal Seam Roof w/ 18" Seam Spaces (Typ.) SIPs By Others .tying Roan ......... _Ri_cl, g.e_&_ .Beam,, By Others Deck ~ Transverse Section Client Review 06.21.2011 Bid Set 01.17.2012 Permit Set 00.00.2010 Construction Set 00.00.2010 Issue Date: 12.19.201 Revision Dates: Drawing Legend: .-__.__.- Wall To Be Remove~ ... Wall To Remain ~ New Wall ....... ~ New Foundation Wall .......~ Line~ Above ............ Unes Below ~ Guideli ............ Fence G Door Tag ~ Window Tag ~--1 Section X, Sheet A-XXX D.,oi,,as (~ Elevation Tag X~>x interior Elevation Tag v X M E R Y L K R A M E R Myers Massey Residence Wlgglne Lane Greenport NY 11944[ Contraclor: ~ 8eotlone 2 Scale: 1/4" ~ 1'-0" N~ All Drawings Printed on 11x17 Paper Scale is 50% Scale Abme A-301 r j Myers Massey Bid Set 01.17.2012 ~ 2010Meryl Kramer Architect REFER TO GENERAL NOTES FOR ALL STRAPPING~NAILING= FASTENING AND TIE DOWN DETAILS 49' f BASEMENT 12" Anchor BoiLs BBL 2xB ACe Gir@r BASEMENT 12" Sane Tube wilh (2) #4 ReMrr b (Mi, 3'-O" Gel0W Einal Grade) L SIoirs 13Risers @ 8,G(' VIF BASEMENT 4"PC SLAB W/6x6 WGM ID/ID GA z SHOWER 0 ABOVE --t q BASEIvlENT SLAB 12" $,,a ~.be ,t~ (2) #~ Reb0r Ii ~ ' PERIGE~R BEAM - 12" Sonu Tube wAh (2) ~4 ~ebar Beam 12' Anchor gems D.A.K ASSOCIATES, WlmP~ Bead~,i~Y~ 11978 ~ These drawings and specifications including the ideas, design and arrangements represented #harem, are the property of D.A,K ASSOCIATES, LLC. No port thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they hove been prepared without written consent NOTES: MYERS MASSEY RESIDENCE CORNER OF MAIN RD, STATE ROUTE 25 AND WIGGINS LANE GREENPORT, NEW YORK FOUNDATION PLAN iSSUED FOR: DATE: ? 43' 10' FOUNDATION PLAN SCALE: 1/4": 1'-0" (~) COPYBGHT 2011 D.A,K ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVAI1ONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS ~AY NOT BE REPROBUCED W1THOUT WRIIIEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF D.A,K. ASSOQAIZS, LLC. THE RIGHT TO BUILD ONLY ONE SI'RUCIURE FROb~ THESE PLANS IS LICENSED EXCLUSIVELY TO l~E BUYER, Acceptance of these drawings does not authorize the righL to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Serv'ces, Town Building Doper!men#s, DEC, FEMA, etc, Verify oil conditions, codes, and requirements with such to construction, JAMES J DEERKOSKIr PE ~, D.A.K ASSOCIATES, t< )ATE: AUG, 15, 2012 )ROJECT NO, 954-2012 )RAWN BY BDK ]HECKED BY: JJD SHEET NUMBER: A101 )OB NUMBER: I OF SIMPSON STRONG-TIE CONNECTORS - SPECIFIED FOR CONSTRUCTION MODEL NO H7 H6 MODEL NO, LFTA MODEL NO MTS16 NO (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LARCH / SO pNE LOADS 1Od 1Od x 1~" CODE REF 033 / ma) 14-10d x 1~" 1000 3, 41, 128 14-10d x 1~" 1000 3, 41, 128 12-10d x 1~" 775 3, 41 SO pINE ALLOWABLE LOADS DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS stud OF / sp DIMENSIONS FAST~NERS CUT LENOTH (TOTAL) CLEAR SPAN +31" 28 8d FASTENERS HEADERS NOTE: REFER TO SIMPSON WOOD CONSTRUCTION CONNECTORS MANUAL FOR ALL FOOT NOTES AND PROPER INSTALLATION PROCEDURES ALLOWABLE UPLIFT LOADS 033) LENGTH OF BOLT IN WOOD MEDBER LENGTH Of BOLT 2,3 IN VERtiCAL WOOD MEMBER NAIL SPACING NOTE' ALL HANGERS TO BE USED ON THIS PROJECT ARE TO BE TOP MOUNTED UNLESS OTHER~SE NOTED, FAILURE TO COMPLY NTH ALL NOTES ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION BY A UCENSE PROFESSIONAL ENOINEER~ PLACES ALL LIABrUTIES ON THE CONTRACTOR, [NTB DETAIL "A" LFTA LFTA LFTA LTP4 DETAfI, "B" LTP4 Simpson Strong-Tie FLoor-to-FLoor Connections MTS15 MTS16 HgSA LTP4 LTP4 Simpson Strong-Tie Floor to FLoor DETAIL "C" Connections TAKE-UP WASHER LFTA CNW- COUPLER NUT NW- COUPLER NUT SIMPSON DETAff, "D" Simpson Strong-Tie ROlO SYSTEM SP4 LSTAS1 MTSSO LTSSO SP4 LSTAS1 DETAff, "E" DETAIL "F" SP4 LSTAS1 DETAff. "G" Equal number specified nails each end Simpson CS16 DETAIT, "H" Strong-Tie Simpson Strong-Tie LUS46 DETAIL 'T' HUS210-2 DETAff- 'U" PROVIDE (1) HGAIOKT ON SIDE OF CEILING JOIST AND C DETAIl. "K" 8 SIMPSON TAKE-UP WASHER "x12 5,, TU 8 SIMPSON TAKE-UP WASHER COUPLER NUT 5,, 8 SIMPSON TAKE UP WASHER ANCHOR BOLTS DETAflL "L" ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE, SHEATHING NOTES: ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC: HIGH WIND EDITION. (1) SHEATHING TO BE NAILED TO CCA SILL (2] SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND A%IC TOP pLATES (4) SHEATHING TO BE NAILED TO TOP PLATE NB SU3STITUTIBNS ALL Framing h~rdware shown on these plans, unless otherwise Indicated, Is Simpson Strong Tie. No substitutions ~re ~lpproved or authorized, Due to the relationships oF Framing hardware to the other components oE the structure, any qramin9 hardware substitutions w[tt render these plans null amd void, and wilt result In ~he installer/contractor ~ssumln9 responsibility Fop ~he design ~nd penFo~me~ce o¢ ~he en~i~e system, ~O& A~ S~f ph~: [~111~1-~11 WeCfemp~ ~zd~ New Yak I1~ I~ E-~: ~ OWNERSHIP & USE OF DOCUMENTS: m ~ORK NOTES 'ROJECT: MYERS/MASSEY RESIDENCE CORNER OF MAIN RD, STATE ROUTE 25 AND WIGGINS LANE GREENPORT, NEW YORK DRAWING TrTLE, SIMPSON WINDLOAD CHARTS & CALCULATIONS & STRONG-TIE DETAILS SET: ISSUED FOR: DATE: SEAL' AUG, 13, 2012 PROJECT NO: 954 2012 BY: BDK ;HECKED BY' JJD G2 d DEERKOS REFER TO GENERAL NOTES FOR ALL STRAPPING~NAILINO, FASTENINO AND TIE DOWN DETAILS f WOODEN-- PORCH -- _'1- CWl45 KITCHEN YU×g~ Boom 9~om~ PANll~Y POWDER ROOM 2880 DECK DINING I Plate Beam s~ow~ LIVING ROOM FW01280-4 /B P ABOVE (2) 1~'NI6" LVL Birde~ Above Under Rafters 8 P SCREENED PORCH W/I CLOSET SEAT 2668 P, 14' MAKIERBEDROOM DECK CWI5 49' FIRST FLOOR PLAN SCALE: 1/4"= 1'-0" (~) COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED W]]HOUT WRffEN AUTHORIZA~ON. ALL PLANS AND DESIGNS ARE TNE SOLE PROPER~F OF D.A.K ASSOCIAES, LLC, THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. AcceCance of these drawings does not authorize [he right to build without the authoNzaNan of local governing agencfes, such as Suffolk County Dept. of Health Services, Town Building Depar!ment~, DEC, FEB& etc, Verify all condH[ons, codes, and requirements ~i(h such to construcNon, These drawings and spec[flcab[ons [ncludMg the therein, are the property of D A K. ASSOCIATES LLC. No part thereof shall be copied, dlscrosed or project other than for which they have been prepared without written consent MYERS/MASSEY RESIDENCE CORNER OF MAIN RD, STATE ROUTE 25 AND WIGGINS LANE GREENPORT, NEW YORK FIRST FLOOR PLAN AUG, 13, 2012 NO: 954-2012 )RAWN BY: BDK CHECKED BY' JJD A102 d DEERKOSKI D'A-]{ AA~Oi~AT~, ~ REFER TO GENERAL NOTES FOR ALL STRAPPINGLNAILING~ FASTENING AND TIE DOWN DETAILS D-A.K ASSOCIATES, 49' STORAGE 15' BEDROOM .' STORAGE LOFT BATH Door STORA~ BEDROOM Door -"~ STORAGE 49, ~CRI~ED ~RCH ROOF SECOND FLOOR PLAN SCALE: 1/4" = 1'-0' (2)l~"x § ,¥LYL O COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FRDERAL COPYRIGHT LAW, PLANS ~IAY NOT BE REPRODUCED WIllqOUT WRIUEN AUIHORIZAllON. ALL PLANS AND DESIGNS ARE THE SOLE PROPER~ OF D,A.K, ASSOOAIES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO TH[ BUYER, Acceptance o[ these drawings does not duthorize the rigH to build wUhou~ the ou[hoFzotion of local governing agencies, such os Suffolk County DepE o¢ Health Ser¢ces, Town Building Departments, DEC, FEMA, etc, VeriFy oil condHions, codes, and requirements wNh such to consirucNom AO6 Ma~ Sfreet phone: (631) 767- ~1 Welfiqamp~Beach, Newy~ 11978 fax: (631),466-3354 These drowings and specifications Including the ideos, design Grid orron§ements represented therem, ore the property of DA.K, ASSOCIATES, LLC, No port thereof shell be cow,ed, disclosed ~o others or used in connect[on with ~ny work or project other th~n for which they hove been prepared without written consent NORK NOTES: 'ROJECT: MYERS / MASSEY RESIDENCE CORNER OF MAIN RD, STATE ROUTE 25 AND WIGGINS LANE GREENPORT, NEW YORK DRAWING TITLE: SECOND FLOOR PLAN SET: ISSUED FOR; DATE: DATE;  AUG. 13, 2012 ECT NO, 954-2012 DRAWN BY; BDK CHECKED BY: JJD A103 JAMES d DEERKOSKI ~, D.A.K &~OOA'll~, ~ REFER TO GENERAL NOTES FOR ALL STRAPPINGLNAILING= FASTENING AND TIE DOWN DETAILS o12 FRONT ELEVATION lDE) SCALE: 1/4" = 1'-0" REAR ELEVATION SIDE) SCALE: 114" = 1'.-0" (~) COPYRIGHT 2011 OAK ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS ,~AY NOT BE REPRODUCED W1]HOUT ~RIITEN AUTHORIZATION, ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF D.A.K, ASSOCIAN:S, LLC, THE RIGHT TO BUILD ONLY ONE STRUCTURE FROR THESE PLANS IS LICENSED EXCLUSIVELY TO ]HE BUYER, Acceplance of these drawings does no~ authorize the righ~ to build withoul the authorization of local governing agencies, such as Suffolk County gepN o[ Health Services, Town Building Departments, DEC, FEMA, etc, VeNfy all conditions, codes, and requlrements with such to cons[rucRon, ~ D'A'K ASSOCIATES, ~c w~homlM~ B~d% New Y~ 1197~ [~ {~1} 4~-3~ OWNERSHIP & USE OF DOCUMENTS: I These drawings and specifications including the therein, are the property of D A K ASSOCIATES, LLC. No part thereof shall be copied, disclosed NORK NOTES: PROJECT, MYERS / MASSEY RESIDENCE CORNER OF MAIN RD, STATE ROUTE 25 AND WIGGINS LANE GREENPORT, NEW YORK )RAWING TITLE; ELEVATIONS - AS NOTED ISSUED FOR' DATE: A201 D°A'K A~OCIAT~ u= REFER FO GENERAL NOTES FOR ALL STRAPPING~ NAILING~ FASTENING AND TIE DOWN D'A'K ASSOCIATES, ~c RIGHT ELEVATION (_WEST SIDE) SCALE: 1/4"= 1'-0" LEFT ELEVATION (_EAST SID SCALE: 114" = 1'-0" These drawings and specFficotrons including the therein, are the property of D,A K. ASSOCIATES, LLC. No pert thereof shall be copfed, d~sclosed or project other than for which they have been prepared without wDtten consent, WORK NOTES, PROJECT: MYERS / MASSEY RESIDENCE CORNER OF MAIN RD, STATE ROUTE 25 AND WIGGINS LANE GREENPORT, NEW YORK DRAWING TITLE: ELEVATIONS - AS NOTED SET: ISSUED FOR DATE' ~ COPYRIGHT 2011 D,A,K ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOI BE REPRODUCED W1THOUT WRITTEN AUTHORIZA3ON. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF D.A.K. ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO ~tE BUYER. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. 0f HeaRh Services, Town Building Departments, DEC, FEMA, etc, VerUy all conditions, codes, and reqmrements with such aqeacies prior to construction, DATE: AUG 15, 2012 PROJECT~, 954 2012 DRAWN BY' BDK ~2CHECKED jJDBY: SHEET NUMBER: JMES d DEERKOSKI PE F NUM~: I ~D.A.[~= REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING~ FASTENING AND TIE DOWN DETAILS with (3)#5 Rebar DECK R-30 Insulation. BEDROOM ,--NCO Dx6 Studs -16%c POWDER ROOM HALL PANTRY Ledger BASEMENT KITCHEN 0 /5 /5 /5 (3) I~'x~' LVL Girder 4' g,C. gob X CROSS SECTION A 2x6 Studs 2x6 Doug Er Sill Damp proofing (~) COPYRIGHT 2011 D A K ASSOCIATES, LLC, ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHE LAW, PLANS MAY NOT BE REPRODUCED WITHOUT WRI Iq~:N AUTHORIZATION ALL PLANS AND OESIGNS ARE lHE SOLE PROPERTY OF D,A.K, ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE SIRUCRIRE FRONt THESE PLANS IS LICENSED EXCLUSIVELY lO THE BUYER. Acceptance of these drawings does not authorize the right to build without the outhorizoDon of local governing agencies, such os Suffolk County Dept. of Health Services, Town Building Deportments, DEC, FEMA, etc, Verify oll conditions, codes, and requirements with such agencies prior to construction, I_~ D'A'K ASSOCIATES, 506 Mah $~el phone: ~mC~10ct~Ne~f~ 119/B fox: (~II1~-~ These drowfngs and speclflcotlons including the ideas, design and arrangements represented therein, are the property of D.A.K ASSOCIATES, LLC. No port [hereof shoil be copied, disclosed to others or used ~n connectlon with any work or project other thon for whfch they hove been prepared without written consent WORK NOTES: ~ROJECT MYERS / MASSEY RESIDENCE CORNER OF MAIN RD, STATE ROUTE 25 AND WIGGINS LANE GREENPORT, NEW YORK )RAWINO TITLE: CROSS SECTION A ISSUED FOR: DATE; SEAL: rATE' AUG. 13, 2012 PROJECT NO; 954 2012 DRAWN BY BDK BY, JJD SHEET NUMBER: A301 J DEERKOSK ,~ D-A.K A,%qOEIAI'B~ uc REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS Ridge V~nl 292 Ridge (5)BXlO w/(2))~" Bled Flitch Plate RoRer Header (4)2×10 Rotters 2xF Studs R-3D Insulatbn BATH LOFT / / I LC)kD / / ,'-q CO ,__~] .__~, / / I LF) / I FURNACE 2xD Sluds -16"oc PORCH (2) I~Mg~" LVL GirDer w/(1}]' SEed Flitch Plate Header LIVIN6 ROOM ]" CDX Subfoor (2) ~"x~" LVL Crra,r R-3OInsubtion DINING ROOM BASEMENT 4" Pc Slob CROSS SECTION B Fire Blocking ~" ye Sheetrocb 2x6 Doug Ffr Bill Damp ~ COPYRIGHI 20tl D A,K ASSOCIAES, LLC, ALL FLOOR PLANS AND ELEVAllONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WITdOUg WRITTEN AUTHORIZA~ON, ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF DA,K, ASSOCIATES, tLC, THE RIGHT TO BUILD OHEY ONE STRUCTURE FROM THESE PLARS IS LICENSED EXCLUSIVELY TO THE RUYER Accept0nce of [hose drawings does not au(h0Nze the right to build without the ou[h0dzeti0n of Iaea[ governing agencies, such as Suffolk County Dept. of Health Services, Town Bulldmg Deportments, DEC, FEMA, etc. Verify oil conditions, codes, end requirements with such ogencies prior to construction, ~,Vdn Sfmet pham: J~lJ 7&/-~li Wedhompten )eock Nmv Y~ 11978 These drawings and speclflcoUons Includrng the ideas, design and arrangements represented therein, ore the properby of D.A.K ASSOCIATES, LLC, No port thereof shelf be copied, dfsclosed to others or used in connection with uny work or project other than for which they have been prepared w~thout written consent WORK NOTES: PROJECT', MYERS / MASSEY RESIDENCE CORNER OF MAIN RD, STATE ROUTE 25 AND WIGGINS LANE GREENPORT, NEW YORK DRAWING TITLE~ CROSS SECTION B SET: ISSUED FOR: DATE: SEAL' AUG, 15, 2012 =ROJECT NO; 954-2012 BY: BDK BY: JJD A302 JAMES d DEERKOSKI ~? D.A.[ Maoak11~ De REFER TO GENERAL NOTES FOR ALL STRAPPI~ NAIING~_FASTZNIN6 AND TIE DOWN DETAILS DECK with (3)~5 Rebor gxB Studs -lB'Ge 2xB StuBs -lB"cc R-BO InsuluUon MASTER BEDROOM -- Ere Blocking MASTER ,-~ICO '~ BATHROOM ~' COX 5ubfoor R-3OInsulotlon / BASEMENT 4" P,C. SWb X I% Damp proofing MYERS / MASSEY RESIDENCE CORNER OF MAIN RD, STATE ROUTE 25 AND WIGGINS LANE GREENPORT, NEW YORK CROSS SECTION C ISSUE CROSS SECTION C B (~ COPYRIGHT 20H D.A.K ASSOCIATES, LLC ALL FLOOR PLANS AND ELEVAllONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WllHOUT WRITTEN AUTHORIZA dON. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF D,A.K. ASSOCIATES, LLC, gRE RfGHT EO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LJCENSEO EXCLUSIVELY TO THE BUYER, Acceptance of these drawings does not authorize the right to build without [he ou[horlzaNon of Ioool governing agencies, such os Suffolk County Dept, of Health Services, Town BulldMg Departmenks, DEC, Fi:MA, eec. Verify ali condiUons, codes, and requirements with such agencies prior to construction, J DEERKO AUG, 15, 2012 PROJECT NO, 954-2012 BY: BDK CHECKED BY, JJD A303