The URL can be used to link to this page

Home My WebLink About47351-Z Ij _.. o�SUFFot Town of Southold 8/16/2023 a a4 P.O.Box 1179 H 53095 Main Rd Southold,New York 11971 � CERTIFICATE OF OCCUPANCY No: 44449 Date: 8/16/2023 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 7132 Indian Neck Ln.,Peconic SCTM#: 473889 Sec/Block/Lot: 86.-7-8 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/23/2015 pursuant to which Building Permit No. 47351 dated 1/18/2022 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: single family dwelling with finished basement,non-habitable unconditioned attic space, covered entry, roof deck second floor balcony,raised slate patio and attached garage as applied for. The certificate is issued to Mitchell, Stephen&Stephanie of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-14-0043 7/27/2023 ELECTRICAL CERTIFICATE NO. 47351 4/6/2022 PLUMBERS CERTIFICATION DATED 2/2/2022 a i k Plumb' g J A riz G ignature C"SMI TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47351 Date: 1/18/2022 Permission is hereby granted to: Mitchell, Stephen 1061 Briar Ln Pottstown, PA 19464 To: Demolition of an existing single family dwelling and the construction of a new single family dwelling as applied for per SCHD, DEC NJ Letter, and Trustee approvals. Replaces BP# 44644 At premises located at: 7132 Indian Neck Ln., Peconic SCTM #473889 Sec/Block/Lot# 86.-7-8 Pursuant to application dated 1/18/2022 and approved by the Building Inspector. To expire on 7/20/2023. Fees: PERMIT RENEWAL $2,503.00 Total: $2,503.00 Building Inspector ••s-. TOWN OF SOUTHOLD ��oSUFfot,r�oGy BUILDING DEPARTMENT ccmia z TOWN CLERK'S OFFICE "o • 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#: 44644 Date: 1/30/2020 Permission is hereby granted to: Mitchell, Stephen 1061 Briar Ln Pottstown, PA 19464 To: Demolition of an existing single family dwelling and the construction of a new single family dwelling as applied for per SCHD, DEC NJ Letter, and Trustee approvals. Replaces BP# 41609 At premises located at: 7132 Indian Neck Ln., Peconic SCTM #473889 Sec/Block/Lot# 86.-7-8 Pursuant to application dated 1/30/2020 and approved by the Building Inspector. To expire on 7/31/2021. Fees: PERMIT RENEWAL $2,503.00 $2,503.00 Build4 Inspector �SOfFOj�., TOWN OF SOUTHOLD coy BUILDING DEPARTMENT .TOWN CLERK'S OFFICE oy • o� 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.#: 41609 Date: 5/5/2017 Permission.is-hereby.granted:to: Mitchell, Stephen 10.61 Briar:Ln Pottstown, PA.-19464 To:: Demolition'of an existing single family.dwelling and the-construction :of a new single family dwelling as applied for per SCHD, DEC NJ Letter, and Trustee approvals. Replaces BP# 39740 - - premises located at: 7132:Indian Neck Ln.,:Peconic SCTM # 413889 Sec/Block/Lot# 86.-7-8 Pursuant to application dated .5/5/2017 and approved .by the Building Inspector. . -To expire on -11/4/2018. ees: ... E REN ... P RMIT EWAL $2,074.00 Total: $2,074.00 Bui�' g-:Inspector o�AguFFo�'r�v TOWN OF SOUTHOLD BUILDING DEPARTMENT N TOWN CLERK'S OFFICE o SOUTHOLD, NY �z= 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#: 39740 Date: 5/7/2015 Permission is hereby granted to: Mitchell, Stephen & Mitchell, Stephanie 1061 Briar Ln Pottstown, PA 19464 To: Demolition of an existing single family dwelling and the construction of a new single family dwelling as applied for per SCHD, DEC NJ Letter, and Trustee approvals. At premises located at: 7132 Indian Neck Ln, Peconic SCTM # 473889 Sec/Block/Lot# 86.-7-8 Pursuant to application dated 3/23/2015 and approved by the Building Inspector. To expire on 11/5/2016. Fees: DEMOLITION $808.00 .SINGLE FAMILY DWELLING -ADD TE $4,148.00 CO - WELLING $50.00 To 1: $5,006.0$0 Building Ins ctor' pF SOUI�,oI 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlin(cD-town.southold.ny.us Southold,NY 11971-0959 Q�yCOUN'f`I,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Stephen Mitchell Address: 7132 Indian Neck Ln city,Peconic st: NY zip: 11958 Building Permit#: 47351 Section: 86 Block: 7 Lot: 8 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Modern Electric East License No: 55647ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 164 Ceiling Fixtures 15 Bath Exhaust Fan 7 Service 3 ph Hot Water Gas GFCI Recpt 19 Wall Fixtures 35 Smoke Detectors Main Panel 200X3 A/C Condenser 6 Single Recpt Recessed Fixtures 286 CO2 Detectors Sub Panel 100A A/C Blower 6 Range Recpt Doubl Ceiling Fan Combo Smoke/CO 8 Transfer Switch 800A UC Lights Dryer Recpt GaS Emergency Fixture Time Clocks Disconnect 800A Switches 75 4'LED $ Exit Fixtures Pump 11 Other Equipment: Elevator 30A, 4 Cooling Drawers, 2 Instant Hots,3 Central Vac, Double Oven, 2 DW, 2 W/D, 2 Disposals, 2 Fridges, 2 Icemakers, 2 Micro, 1 Cooktop, 2 Hoods, 1 mini split 1 Blower Notes: 200A Panel 54 Circuit x2, 200A 30 Circuit, 100A 24 Circuit, 6 Generac Load Sheds New Two Story w/ Finished Basement •Inspector Signature: Date: April 6, 2022 S.Devlin-Cert Electrical Compliance Form Town H91 A.ruiex Telephone(631)765-1802 54375 Miiii Road' ': Faz(631):7.65-9502 P.o..Box 1 179 Southold NY 11971-0959 1n. Is B.VMDuvd DBPARTNMNT ................... ............ ...................... .. TOWN OV.SOMOLD SEP 0 9 2022 _-- BUILDING DEP7. TOWN OFSOUTHOLD t C)E R:T I I:C A T:'T ON Dater :.,...:: . . � .. . Building Permit No. 1 _ Owner:.. (P lease rent Plumber: (Please print) I certify that the..solder used in the water supply system:contains less than 2Ll 0 of l%. lead: g (Plumb atute) Sworn to before me this day of��' vas 24::I„2. CHELSEA L. CHALONE --� Notary Public, State of New York Registration #01CH6287106 Qualified In Suffolk County NotaryPublic, :. . Commission Expires Aug. 5,20 . .��,Gcsc�ny; .......... ....... ........... .. ......... . . ............. .... i J7, Of SO�T�olo . OOOMY,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 NSPECTION [, FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR Z/L 140 �OF SOUl9 coutom 0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] F NDATION 1ST [ ] ROUGH PLEIG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: �2 DATE INSPECTOR qo �OF s0 V y o�ycOU ,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTP ON [ ] FOUNDATION 1 ST [ ROUGH PLUMBING [ ] F NDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLAT ON [ ] CAULKING REMARKS: al4a 61 DATE d� �� INSPECTOR ` )ORID q SOUr�o couto, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ .] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) w� o� ��REMARKS: OkuA ra v� 11,00;0� DATE lb INSPECTOR C� `) o�aoF soolyO f TOWN OF SOUTHOLD BUILDIN ODE co 765-1802 INSPECTION [ ] FOUNDATION 1ST- [ ] ROUGH PLBG. [ ] FOUNDATION 2ND - "[ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION' [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENE TRATION' [ ] ELECTRICAL (ROUGH) '[y4 ELECTRICAL (FINAL) 11 [ ] CODE VIOLATION [ ] PRE C/O REMARKS: f AA Air, .4�, el a 1A ron� A a ar ' eCk�..A %Vl t ad w T eKg( __v/ o ANA Ej f A ATC1 CIO C _ f: DATE INSPECTOR TU � I 0f SOUIyO�o ` # # TOWN OF SOUTHOLD BUILDING DEPT. °`�coutrivN�' 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION-2ND [ ] SULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ' ] FIRE SAFETY INSPECTION' [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT-PENETRATION [ ] ELECTRICAL (ROUGH [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIO [ ] PRE C/O REMARKS: x rl W {"'� Lim, ®- �iPrwwl — l�li v�hPb GD � ✓ds DATE INSPECTOR _� so # * TOWN OF SOUTHOLD BUILDING DEPT. cou 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING = [ ] FRAMING /STRAPPING [ ] FINAL [ ] 'FIREPLACE &.CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ELECTRICAL (FINAL) [ ] CODE VIOLATION [ " ]_PRE C/O REMARKS: i Ole DATE 4 INSPECTOR ` BOECKMAN BUILDING CONSTRUCTION CORP. GENERAL CONTRACTOR P.O. Box 1453 Maftituck,NY 11952 (631)298-5319 C rE () IV/ B P APR 1 1 Z023 April 5, 2023 F0WW0F800-,W0.LD RE: Mitchell, 7132 Indian Neck Road, Peconic The Attic was insulated with 4 Y2" R-30 Closed cell foam using Quadfoam 2.0 WinterBlend— Closed Cell Foam. See attached for Quadfoam Technical Data Sheet, initial proposal and certification from the Installer at Hunter Installation. Mark Boeckman doll � . . d r a n t ��1vn+•�� tC i1!GS'��' uadFoam@ 2.0 inter Blend is a two component, one-to-one b volume,spray applied rigid of urethane ` Q �� ) • P Y P Y PP • S P Y foam. QuadFoama 2.0(Winter Blend)utilizes an EPA approved,non-ozone depleting blowing agent A loch viscosity,"HIGH YIELD"2.0 lb. closed-cell material that is excellent for insulating,air sealing and noise reduction. It contributes to providing a self adhering,seamless building envelope that reduces air,dust, pollution and pest infiltration.This spray foam has been specially formulated to meet the intent of the International Code Council(ICC)building,codes and is used primarily as a moisture/vapor barrier,air barrier and thermal insulation on above and below grade interior and exterior applications. QuadFoam�'2.0(Winter Blend)has been tested in accordance to NFPA 286 according to AC 377 Appendix X for Ignition and Thermal Barrier as noted; Ignition Barrier not required in accordance to ICC-ES AC 377 Appendix X June 2011.15 Minute Thermal Barrier of 14 dry mills of DC 315 Coating required in accordance to ICC-ES AC 377 Appendix X June 2011. Spray Foain Insulation Advantages TYPICAL PHYSICAL PROPERTIES • Reduces Energy Consumption Density 2.0 pcf • Controls Air Infiltration ASTM D-1622 • Vapor Retarder • Controls Moisture Infiltration Closed Cell Content ? 90% Structural Properties ASTM D-1940 • High R value Per Lich Tensile Strength 42 psi • Improves Indoor Air Quality ASTM D-1623 Structural Properties Zero ODP R-value at 1 itch 6.5(90 day aged) ASTM C-518 Moisture Vapor 1.0 perni @ 1.5 in. For proper use of this Quadrant insulating material ASTM E-96 0.75 perm @ 2 in. or any polyurethane foam,please refer to the Air Permeance 0.001 cfm/ft'- Quadrant application information and any of the ASTM E-96 following codes or guidelines: Dimensional Stability <12 • API Fire Safety Guidelines for Use of Rigid ASTM D-2126 --------- -- - Polyurethane and Polyisocyanurate Foam _ Compressive-Strength_-_-__ 25_p5i Insulation.in BuildingConstruction AX230 2 ( ) ASTM D-16_1 •ICC,International Building Code,(IBC),Section Flammability Flame Spread <25 2603 ASTM E-84 at 4 inches Smoke Dev. <450 • International Residential Code,(IRC),Section R314 .NOTE: +w+l shotdd wore ewh/asguide/nrrs.Ftee nr•eon•densih/-gto+dd not Ju•currferad adtL orrndl drnsih/.UrrraJl deusiries nn dluvnts h;qJa r them frer t iw car drn>itirs:rid htbi bdn uaanrt sliu frnmrtiou,tltiikness of appholioa•rtmimuimntal raulitiaus.etc. `�• :�. i' A ._:i 5:�'"c� 5:,.<u"s7` �ri,�.' tiC')%';'�'3•�5.•,tsF: � f - - t' 1: 1 • 11 i ,x r c � uadran S QuadFoam°2.0 (Winter Blend) APPLICATION INFORMATION' STORAGEAND USEOFCHEMICA-LS' Storage temperatures should be`65-85'F for several trays before use,and should not exceed 90T Do not store indirect sunlight.Keep drums tightly closed when not in use and tinder dry air or nitrogen pressure of 1-2 psi after they have been opened.Shelf life is six months from date of manufacture when stored in original unopened containers at 50$5'E SAFEHANDLING OFLIQUID COMPONENTS Caution,contents maybe under pressure:Loosen the small bung first,and alum anv pier ere toreTaiw priorto removing.B-component may froth at elevated temperatures.Avoid prolonged Breathing of vapors.In case of chemical contact with eyes,•flush with water for at least 15 minutes and get medical attention,porfurther,information xefer to`MDI-Based Polyurethane Foam Systems:Guidelines for,Safe Handling and Disposal" publication AX-119 published by the Alliance for the Polyurethanes Industry,Arlington,VA: EQUIPMENTAND COMPONENT RATIOS The mix ratio is 1 to 1 by volume.The pre-'heater and hose temperature should beset at l03-135'F,+/- F. APPLICATION GUIDELINES QuadFoam'A 20(Winter Blend)is suitable for application to most construction materials including wood,masonry,concrete,and metal.All surfaces to be sprayed with foam"should be dean,dry;and freeafoil,greases,dew and orfrost.Winter Blend is recommended for applications where temperatures are below 40 degrees and above zero degrees. Do not exceed 4,inches application thickness for closed cell foam for each laver.Allow at least twenty minutes between each pass to allot.for cooling.Multiple layers can be applied to reach the desired.thickness and IZ value. As with all Spray Pol urethane Foam systems,proper application techniques must be followed.Examples of improper techniques include,but are not limited to,excessive thickness of SPF,off ratio material.and spraying into or under rising foam.Potential results of improperly installed SPF include dangerously high reaction temperatures that may'result in fire and offensive odors that may or may not dissipate.hnproperly installed foam must be removed and replaced with properly installed SPF. Foam insulation is combustible.Heat sources such as cutting torches,space heaters and welders must not be used in close proximity to any foam. FINISHEDFOAM PROTECTION The finished surface of the sprayed polyurethane foam should be protected from sunlight and ultraviolet rays,which cancause:dusting and discoloration.protective coatings'designed for use With polyurethane foams are available from Quadrant Urethane Technologies. HEALTH£a SAFETY Due to the reactive nature of these components,vapors and liquid aerosols present during application and for a short period thereafter must be considered-andappropriateprotective measures taken-to minimize potential risks from overexposure through inhalation,skin,or eve contact. These protective measures include:adequate ventilation,safety training for installers and other workers,use of appropriate personal protective, equipment,and a medical surveillance program.All OSHA,N105H and other regulations(as applicable)must be followed.See our website and 1VLSDS for more information. BUILDING CODES Building codes require the installation of an approved thermal and or ignition barrier between the foam insulation and the occupied space, such as! inch gypsum boardorotlieitestedaniia}iproveiimaleriaLS.Refertospecificiiiiildingco�lesforiletails:T_______._____...___T_—__._____ ___.__ _ _ . . QuadFoam''2.0(1'Vaner Blend)has been tested in accordance to NFPA 286 according to AC 37 Appendix X for Ignition and Thermal'Barrier as noted; Ignition Barrier not required in accordance.to ICC-ES AC 377 Appendix X June 2011;13 Minute.Thermal Barrier of 14 dry mills of DC 315 required in accordance to ICC-ES AC 37-7 Appendix X June 2011. The information herein Is to assistwgtonters in determining whether our products aresuitable for their applicatiom I1te.Customer assumes full responsibility for4ualit control,testing;and determination of suitability,of product for its intended use or applicafion.Quadrant Urethane Technologies warrants only that the material shall meet its specifications:this warranty is in lipu of all other written,expressed or Implied warranties and Quadrant Urethane Technologies expnssh•disclaims'any warranty of merchantabi14 or fitness for a particular purpose.Accordingly,buyer assumes,all risls'whatsbever as to tits use of the material.Buyers exclusive remedy as to nnubreach of warranty,negligence or other ciaint shall belimited to the purchase price of the material Failure to adhere to any recommended procedures shall relieve Quadrant Urethane Technologies of all liability with respect to'the_materi l or the use thereof. 1.' jr(972)542-`0072 .. S n • _ Vd Main Street Riverhead, NY I1907 Date ; :Estimate# c — - (631)369'-8181 Fax(631)369-8139 2/9/2015 40010 To: Boeckman Building Constl-uction Co1p. P.O. Box 1453 Mattituck, IVY 11952 JOB NAMEILOCATION Description Total Site:Mitchell Residence, 7132 Indian Neck Road;Peconic Scope: Insulation: Spray Foam Supply and install: Insulate attic roof with 4 1/2"R 30 closed cell foam. Insulate garage ceiling and overhangs with 4 1/2" R-30 closed cell foam. Insulate exterior walls with 2"R-14 closed cell foam. Insulate basement masonry wall to finished area with 2"R-14 closed cell foam. Total Labor and Materials: Scope: Insulation:Fiberglass ;1. Supply and install_: R-13 fiberglass batt insulation to all exterior walls (sound attenuation) R-]9 fiberglass batt insulation basement ceiling(sound attenuation) R-19 fiberglass batt insulation first floor ceiling _ �# Quiet Zone insulation to all partition walls ,f l Fire Caulk complete 1 X 3 J j TOW 3 S Signature 3 - '675 Elton Street,.Riverhead, NY I September RE 71:32s;ln.dan Neek:RdQeconi;c To-Whom It i" O''Concern;. This is:tq certify the above mentioned house�was.insulated`asfollows: Attic.roof*'," -;'/z"`R'=30:closed'eell foam; . Garage veil ng-with"`.4%.' R=30`closed:,c- foaiii "Exte iorwal,ls iNitl ::2""R=14`:closed:edl(;foarri with it-1�3�fiberglass,(total:R Basement;masgnry wall.to finished area::with-2" R:1"4.closed:cell`foam.; Qverfiang:w'itli 4;%`-"R-3;O closed cell foam: Fire;caulk;penetrations:with boss::136 fireatop Foam::win°dowsa�nd;doors�with tytan;window-;do:or-foam;. Sincerely; --- -- - -Kbnneth' Deca,es.of Qualitv''and''Service . . — - ; - TECHNICAL DATA 1 � P o 0 20?2 u l 0AMR Material Specification Criteria Project Su It" I Dat - pec � 1 t� V1. BUILDING DEPT An Accella Brand QUADFOAMO NATURESEAL OCX TOWN I OF SOU-1HOLD LIGHT DENSITY•OPEN CELL FOAM QuadFoam®NatureSeal OCX is a two component,light density,one to one by volume spray applied polyurethane foam that contains+/-14%bio, renewable,recycled and sustainable content.To produce QuadFoam®NatureSeal OCX requires the use of an"A"component QSO)and a blended"B" component(RESIN),which contains ZERO ozone depleting blowing agents,catalysts,polyols and fire retarding materials.QuadFoam®NatureSeal OCX is an insulation system designed for use in residential and interior commercial applications,Use in lieu of more traditional forms of insulating materials such as fiberglass,cellulose or other loose fill products.Typical area's where spray polyurethane foam is applied are: EXTERIOR WALLS•INTERIOR WALLS•VENTED ATTICS-UN-VENTED ATTIC ASSEMBLIES BETWEEN FLOORS•CEILINGS TYPICAL PHYSICAL PROPERTIES: 3.7@1" ASTMC518 ' .�■� 0.5-LB/Cubic Foot-- --�� _— T ASTM D 1622 EPM CELL CONTENT >95% ASTM D 6226' SQUNDJRANSMISSION COEFFICIENT50 ASTM E 90• :' ;JR IMPERMEABLE <0 0012 ft 3/mm-ft 2 ASTM E 283 JENSILE STRENGTH(PSI), 3.71 psi ASTM D 1628 DIMENSIONAL STABILITY <15% — • ASTM D 2126 . • i r• IAPMO UES 285 • •r ICC-FBC Supplement Florida Building Code-:Buildi g Florida Building Code-:RPslii ial' I;II;III;N,t/-B.Nonstructliral..�. ..'' Approved i; Ins0lation material: i ASTM E84 Class•I<0 ' DEVELOPMENT �- ASTM E84 Class I<300 . Pass:Standard fire test method for evaluation of fire propagation characteristics of exterior non-load bearing wall assemblies containing combustible components. Pass:Standard fire test method for evaluation of fire propagation characteristics of exterior _ non-load bearing wall assemblies containing combustible components. Pass:Can be used without a 15-minute thermal barrier when covered with one of the approved intumescent coatings as shown ZITMe 2. Pass:Complies with the applicable requirements of ICC-ES AC377 Appendix X for use In attics APPENDIXand crawlspaces without the use of a prescriptive ignition barrier or Intumescent coating. FWFX.R38039 Exterior Wall System Compo nfs., FWFO.EWS0013 ExterionWall Systems 11A ♦U £ 1 U� ME .••., uawn••�uow '�a 0. . v QUADFOAMO NATURESEAL OCX LIGHT DENSITY•OPEN CELL FOAM GENERAL PROPERTIES:QuadFoam®NatureSeal OCX is a low viscosity, VAPOR RETARDER:Open cell foam insulation is vapor permeable and 0.5 pcf density open cell insulating material.QuadFoam"NatureSeal will allow some diffusion of moisture through the product.Consult OCX is designed to provide significant control of air Infiltration along local building code officials for specific requirements.Climate zone with a high R-value per inch.When properly installed by a professional tables are available in current IBC and IRC publications. application company QuadFoam"NatureSeal OCX quickly expands to Hill the cracks,crevices,gaps and voids that exist in every structure. APPLICATION GUIDELINES:Polyurethane foam systems should be In addition,QuadFoam"NatureSeal OCX will conform to the curves, processed through commercially available spray equipment designed irregular surfaces and spaces to form a superior thermal envelope for that purpose by a qualified professional applicator.Consult the around your entire structure. current Accella"application guidelines for QuadFoam"NatureSeal OCX prior to installation.It is the responsibility of the professional EQUIPMENT AND COMPONENT RATIOS:The mix ratio is 1 to 1 by volume, applicator to thoroughly understand all equipment technical The pre-heater temperatures should be set between 115°F-140'F information and safe operating procedures that pertain to a spray and able to maintain+/-5°F polyurethane foam application. THERMAL BARRIER:Current International Building Code(IBC)and MATERIAL HANDLING:Due to the reactive nature of these components International Residential Code(IRC)require that spray polyurethane respiratory protection is mandatory.The vapors and liquid aerosols foam be separated from the building Interior by a code prescribed present during application and for a short period thereafter must 15-minute thermal barrier or a code-approved alternative.Gypsum be considered—and appropriate protective measures taken—to board at a minimum thickness of 1/2"is a code prescribed 15-minute minimize potential risks from overexposure through inhalation, thermal barrier.The following intumescent coatings when installed skin,or eye contact.These protective measures Include:adequate per manufacturer specifications are approved as thermal barrier ventilation,safety training for installers and other workers,use of alternatives for QuadFoam"NatureSeal OCX: appropriate personal protective equipment,and a medical surveillance program.It is imperative that the applicator read and become APPROVED INTUMESCENT COATINGS: familiar with all available information on proper use and handling of spray polyurethane foam.Additional Information is available at DC315"manufactured by: Application Rates: spraypolyurethane.org,polyurethane.org or by contacting the Accella" International Fireproof Technology,Inc 18 Wet Mils-12 Dry Mils Technical Services dept.of Accella'"Polyurethane Systems,LLC. IGNITION BARRIER: QuadFoam'NatureSeal OCX meets the PROPER STORAGE OF RAW MATERIALS:Shelf life is six(6)months from requirements of ICC-ES AC377 Appendix X for use in attics and date of manufacture when stored Indoors,in the original unopened crawispace without a prescriptive ignition barrier or intumescent containers and between the temperatures of 50"F-80°F coatings when the following conditions are met: TECHNICAL ASSISTANCE:For additional assistance please contact the Entry is only to service utilities in the attic or crawispace and no Accella"Technical Services dept.of Accella'"Polyurethane Systems, a storage is permitted. LLC.at(844)922-2355. b Attic or crawispace areas cannot be connected. DISCLAIMER:To the best of our knowledge,all technical data contained c Air from the attic or crawlspace cannot be circulated to other parts of herein is true and accurate as of the date of Issuance and subject the building. to change without prior notice.User must contact Accella"to verify In accordance with IBC Section 1203.3 or IRC Section R408.1,under correctness before specifying or ordering.We guarantee our products d floor(crawlspace)ventilation is provided as applicable. to conform to the quality control standards established by Accella'" P In accordance with IBC 1203.2 or IRC Section R806,attic ventilation olyurethane Systems,LLC.We assume no responsibility for coverage, e is provided as applicable. performance or injuries resulting from use.Liability,if any,is limited to replacement of the product.NO OTHER WARRANTY OR GUARANTEE In accordance with 2012 and 2009 IMC(International Mechanical OF ANY KIND IS MADE BY ACCELLA"'EXPRESSED OR IMPLIED; f Code")Section 701,or 2006 IMC Sections 701 and 703,combustion STATUTORY,BY OPERATION OF LAW,OR OTHERWISE,INCLUDING air Is provided. MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE. The foam plastic insulation is limited to the maximum thickness and 9 density tested. h The installed coverage rate of coatings,if part of the insulation system shall be equal or greater than that tested. MANUFACTURED BY: A_C__C_EL_LA" ACCELLA"POLYURETHANE SYSTEMS,LLC POLYURETHANE SYSTEMS 100 Enterprise Drive Cartersville,GA 30120 (844)922-2355•www.quadfoam.com A� YJhfFANY EMERGENCY NOTIFICATIONS:CHEMTREC:Material Leaks,Spills or Fire(800)424-9300 • OuadFoam.com 5730.QF.NS.00X.TDS.l E uadrant C -v> n QuadFoam@ 2.0(Winter Blend)is a two component, one-to-one by volume,spray applied rigid polyurethane 1 foam. QuadFoam©2.0 (Winter Blend)utilizes an EPA approved,non-ozone depleting blowing agent A low viscosity,"HIGH YIELD"2.0 lb.closed-cell material that is excellent for insulating,air sealing and noise reduction. It contributes to providing a self-adhering,seamless building envelope that reduces air,dust, pollution and pest infiltration.This spray foam has been specially formulated to meet the intent of the International Code Council(ICC)building codes and is used primarily as a moisture/vapor barrier,air barrier and thermal insulation on above and below grade interior and exterior applications. QuadFoam*''2.0(Winter Blend)has been tested in accordance to NFPA 286 according to AC 377 Appendix X for Ignition and Thermal Barrier as noted; Ignition Barrier not required in accordance to ICC-ES AC 377 Appendix X June 2011;15 Minute Thermal Barrier of 14 dry mills of DC 315 Coating required in accordance to ICC-ES AC 377 Appendix X June 2011. Spray Foafn Insulation Advantages TYPICAL PHYSICAL PROPERTIES • Reduces Energy Consumption Density 2.0 pcf • Controls Air Infiltration ASTM DA622 • Vapor Retarder • Controls Moisture Infiltration Closed Cell Content > 90% • ASTM D-1940 Structural Properties • High R value Per Inch Tensile Strength 42 psi • Improves Indoor Air Quality ASTM D-1623 • Structural Properties • Zero ODP R-value at 1 inch 6.5(90 day aged) ASTM C-518 Moisture Vapor 1.0 perm @ 1.5 in. For proper use of this Quadrant insulating material ASTM E-96 0.75 perm @ 2 in. or any polyurethane foam,please refer to the Air Permeance 0.001 cfm/ft'- Quadrant application information and any of the ASTM E-96 following codes or guidelines: Dimensional Stability < 12 • API Fire Safety Guidelines for Use of Rigid ASTM D-2126 Polyurethane and Polyisocyanurate Foam Compressive Strength 25 psi Insulation in Building Construction(AX230) ASTM D-1621 •ICC,International Building Code,(IBC),Section Flammability Flame Spread <25 2603 ASTM E-84 at 4 inches Smoke Dev. <450 • International Residential Code,(IRC),Section R314 NUTk:Thrnhne a nah+esaR nrrragr earinesa6taiurd finer hehordfnntrsperiatrnts+urd should r tx•r nnht as guidelines.Free ris+•ton•density should not he confuwd with overall density.Overall densities an•akougs higher than free rise•corr deasitirs and tare into account,kin onnation,tttiamess of application,enai tnjanental conditions,etr. 'McKinney,TX 75069 1 www.QuadFoam.com y, uadrant QuadFoam°2.0 (Winter Blend) APPLICATION INFORMATION STORAGE AND USE OF CHEMICALS Storage temperatures should be 65-857 for several clays before use,and should not exceed 90T Do not store indirect sunlight.Keep drums tightly closed when not in use and under dry airor nitrogen pressure of 1-2 psi after they have been opened.Shelf life is six months from date of manufacture when stored in original unopened containers at 50-85'I: SAFEHANDLING OFLIQUID COMPONENTS Caution,contents maybe under pressure.Loosen the small bung first and allow any pressure to release priorto removing.B-component may froth at elevated temperatures.Avoid prolonged breathing of vapors.In case of chemical contact with eyes,flush with water for at least 15 minutes and get medical attention.For further information refer to"MDI-Based PolyurethaneFoannSystenns:Guidelines for Safe Handling and Disposal" publication AX-119 published by the Alliance for the Polyurethanes Industry;Arlington,VA. EQUIPMENTAND COMPONENT RATIOS The mix ratio is 1 to 1 by volume.T'he pre-heater and hose temperature should be set at 105-135*F,+/-5T APPLICATION GUIDELINES QuadFoam'"2.0(Winter Blend)is suitable for application to most construction materials including wood,masonry,concrete,and metal.All surfaces to be sprayed with foam should be clean,dry;and free of oil,greases,dew and or frost.Winter Blend is recommended for applications where temperatures are below 40 degrees and above zero degrees. Do not exceed 4 inches application thickness for closed cell foam for each laver.Allow at least twenty minutes between each pass to allow for cooling.Multiple layers can be applied to reach the desired thickness and R-value. As kith all Spray Polyurethane Foam systems,proper application techniques must be followed.Examples of improper techniques include,but are not limited to,excessive thickness of SPF,off ratio material and spraying into or under rising foam.Potential results of improperly installed SPF include dangerously high reaction temperatures that may result in fire and offensive odors that mayor may not dissipate.Improperly installed foam must be removed and replaced with properly installed SPF. Foam insulation is combustible.Heat sources such as cutting torches,space heaters and welders must not be used in close proximity to any foam. FINISHED FOAM PROTECTION The finished surface of the sprayed polyurethane foam should be protected from sunlight and ultraviolet rays,which can cause dusting and discoloration.Protective coatings designed for use with polyurethane foams are available from Quadrant Urethane Technologies. HEALTH& SAFETY Due to the reactive nature of these components,vapors and liquid aerosols present during application and for a short period thereafter must be considered-and appropriate protective measures taken-to minimize potential risks from overexposure through inhalation,skin,or eye contact. 'Iheseprotective measures include:adequate ventilation,safety training for installers and other workers,use of appropriate personal protective equipment,and a medical surveillance program.All OSHA,NI ISH and other regulations(as applicable)must be followed.See our website and MSDS for more information. BUILDING CODES �\ Building codes require the installation of an approved thermal and or ignition barrier between the foam insulation and the occupied space, such as' inch gypsum board or other tested and approved materials.Refer to specific building codes for details. QuadFoam'2.0(Winter Blend)has been tested in accordance to NFPA 286 according to AC 377 Appendix X for Ignition and Thermal Barrier as noted; Ignition Barrier not required in accordance to ICC-ES AC 377 Appendix X June 2011;15 Minute Thermal Barrier of 14 dry mills of DC 315 required in accordance to ICC-FS AC 377 Appendix X June 2011. The information herein is to assist customers in determining whether our products aresuitable for their applications.The Customer assumes full responsibility for quality control,testing,and determination of suitability of product for its intended use or application.Quadrant Urethane Technologies warrants only that the material shall meet its specifications;this warranty is In lieu of all other written,expressed or implied warranties and Quadrant Urethane Technologies expressh'disclaims ant•warranty of merchantability or fitness for it particular purpose. Accordingly,buyer assumes all risks whatsoever as to the use of the material.Buyer's exclusive remedy as to any[,reach of warranty,negligence or other claim shall be limited to the purchase price of the material. Failure to adhere to any recommended procedures shall relieve Quadrant Urethane Technologies of all liability with respect to the material or the use thereof. McKinney,TX 16' • 542-0072 4 TZ APR 2023 April 10,2023 ��J�71'�1��'�: NEMSCHICK SILVERMAN Town of Southold—Building Department Principals Town Hall Annex Building Ray W. Nemschick,AIA NCARB 54375 Route 25 Lawrence E. Silverman,AIA NCARB P.O. Box 1179 Southold,NY 11971 Richard P.Winner,AIA Edward C. Farrell,AIA Re: Mitchell Residence 7132 Indian Neck Lane Peconic,NY 11958 Town of Southold BP#47351 NSA Project#.13-1770 To Whom it May Concern, To the best of our knowledge,and in accordance to the submittal information provided by the installer,Nemschick Silverman Architects P.C. confirms the spray insulation used(QuadFoam 2.0—Winter Blend)is separated from the occupied space of the building by%" gypsum board as required by the New York State Residential Building Code. If you have any questions or comments,please reach out to Ray Nemschick—RA. Ray Nemchick—RA 66 East Main Street Patchogue,NY 11772 631-563-2130 r.nemschick@nsarchitects.com � D G��o�a NEMSCHICK SILVERMAN ARCHITECTS P.C. N . Raymond Nemschick,AIA Principal NEMSCHICK SILVERMAN ARCHITECTS 66 EAST MAIN STREET I PATCHOGUE, NEW YORK 11772 631 563 2130 631 563 2139 www.nsarchitects.com J R OCT :;t 2021 NEMSCHICK SILVERMAN ARCHITECTS P.C. BUILDING DEPT. the business of ARCHITECTURE." TOWN OF SOLITHOLD October 6, 2021 Southold Town Building Department Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Re: Mitchell Residence 7132 Indian Neck Peconic, NY 11958 To whom it may concern, to the best of our knowledge and site inspection data, Nemschick Silverman Architects P.C. has inspected the above referenced project and finds Framing, Strapping and Insulation to comply with Local, State and Federal applicable building codes. Sincerely, NEMSCHICK SILVERMAN ARCHITECTS P.C. Raymond Nemschick,AIA Principal �FiED A,90 ocy��W.NEys y1j, NET No.029086 �OQ� 66 EAST MAIN STREET • PATCH0GUE, NEW YORK 11772 • 631 563 2130 telephone 631 563 2139 facsimile . www.ns-arch.com 1 N MAY — 7 2015 , J. �7/}// �Jl/(A �• I LA ROVIPEH � N Ij RAT7l►fG OVER m AaL OUOM of PELL ro fa1Aay17��rT AGtEp TO nALLyARFA DRAIN - N r m •/ 3 Z7 FF ' � m J Cn GLAD ff-rlMA7E roP c + Nr arr I M�AGAJYPED L3Y ® 7'-O'AF•F. N 14AJPVINa>r!l h5 SILL: 0 40"AFF. (2)32'9:44" MR 40 V w AWLIoum #1 0 Nemschlck Silverman Architects 3305 HnCXU PtAM/CL o Phme: 31-73 7,Cuking�Fax.wYc34-734 - 7152LIC /rcr D 1S 1 htt P'f/w+n+w.n s-arch.com J MATE: cn K-�]1 7 Ca Cca.No: l'S"1*1657 imw: Mi. rge A CAUSO.P.E.- Report Date; 6,12V2010 Iq,J,iccasc imbev- $4898 SEP 0 9 2022 6'19P-010 20 20 Expiration bate. V19f. BUILDING DEV' rite Mimbtr. 09-634 TOWN OF SOUTHCILD 1,ib,Nunibicf: 6143 OFFICIAL T1FSl'REPORT Project\, umbq-r. 09-1992 ,4XII, 11"AITIM"NR Members Material" Part Number"' JODI Type —Nu—rnard-CI -- —Wric GIR2014S Glass Shac l,ice. 65-TS2 I I Pan Number none —60 M 6S 1013 Cluing Lftration GIMAng MAterial Glazing Campaund Compound Color None Mass glass composcd of V) 114, Temp Glass wln1044ying film. ox"" Plus Gj.,IiAgg Nltlhqd: &1niple is pocket 8,1wd sysliM"Sing A vi('Yl'wvdgc bi-1,Aven&M and shoe ba4v. 0137 St .,.A*t bottom with CRt,lapvt lock clamping rystem which consists of a"1, silipcd sating black:end taper locking clamps W%ven gh%and alullnin'101.Cade located 6"from each ead and Mmaihinr,on 12",cerittm 0-byhigli Aylighl opening 6V by Product 312"Maks Nave WIN AiddMi'o'noll InformAtion uAnlity and Type Location Ntethod of Attachment rt�numl;;i r•�i —��Vw� :end hand none vinylgasket none rioting bl*�k glass- none TLSUPS taper Wkiqt CIMMP --betwtvit shot—baw-- and—ghss nolic T1.$GP$taper locking el,"'llp Gate p.9rt—nutiatw �aOd—jg;�tItSS none TLSISPS taper Ivitkitig Clamp 7 f 's�t�4 �a",St�3i� F„�{ aq(t``k��Y . i'•`t.��''t`i�t° -'�'v�a, t �5' K _,-�1?�1 tiY�`: M X '' ,�' c�.M'.S YP t}. as �r ,�°,•,. t f kS w '+ .'t ` '..k..G a` ,.,,, k C x` \ `h j. .�+. C, �L•nY �,4. ^a 'T ,{a S ;f i.. 1a t�Ttf'\ � +'4� t f t ✓ r p *t �� ;. " tx oaf "_ rY #T ROSEWATER T� n j{ 1 � *S 47w,4 �.•, "59t.R �,: +rya S7� 1 �'-' '�4`�t}c�. +�i'Cti"�i'�'��t".��.�3'a1''4� �`Ai`��[r�+c�c'j��"<ga},r� c r }., �N 1 V Oyu �SkC 1,yYE Y r "if }�+ 4.'��n; � 7`�?.,. C �• 's slwaka it Y ru t!t a Yy�t� j wrt C 4 4a N ° 1 � SF�"what 5 i �'Y.1:+"Pr..�''.` ^'' Y`?. 3"' r r,,,t fl C;. r F .r✓w 1 ? d K'S^ .., •��i};+�y` �a,�, � �y, .1:�,f�' a' n�3r+,J�F"N` '' f rr*�T`M��''�Cy�'tF'41�i �' � r�� ' ENERGY GROUP S 11050CANARY'CT. I PLANTATION,FL33324 1 (954)467-8050 WWW.ROSEWATERENERGY.COM f 0 . . . • . I.�LS.7Sn� r 1 I: / `00 '' ' '� PLUMBING Won i ON A- Ta iM' a MM tIMULATION STATE ENEPGY CODE MIMI LOT r . I IT,MIT NNW* off �II :?',a'•f If•Yf•1}I '.v_. 4 Y{ �, — 'I�Y4'Y�f��tY tYY'YIY Y Yam ,. .I f.. ,� ;'vi tom,. JA ' i a >��--'' �_� v:, _ �� _ _ •��\ ai i;� .l��a• O V'^` ';�i• ��•:�'v� •�%�l•' v�. Pik,• •'lr'`\• .� ;1� ,�'r\' tea"". lf`��''�� BOARD OF SOUTHOLD TOWN TRUSTEES . : ' SOUTH OLD,.NEW YORK PERMIT NO. 8453 DATE: JUNE 18,2014 ISSUED TO: STEPHEN MITCHELL ni ^ i y y ti� PROPERTY ADDRESS: 7132 INDIAN NECK LANE, PECONIC p SCTM4 86-7-8 'Yc AUTHORIZATION , r Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and inaccordance with the Resolution of the Board of.Trustees adopted at the meeting held on June 18,2014,and in consideration of application fee in the sum of$250.00 paid by N'emschick Silverman Architects`PC and subject s G` to the Terns and Conditions as stated in the Resolution,the Southold Town Board of Trustees-autho'rizes and i+ pen-nits the following: ;a L Wetland Permit to demolish existing residence and abandon existing sanitary F' ti system; construct new two=story°dwelling with an-approximate'5,625 square foot. }. 1 vY:r footprint which includes an attached garage and a+/-1,200 squa're�foot attached deck yb� r on the seaward side of the dwelling; install new sanitary system; reconfigure existing -� •'f' § driveway; the installation of a line of staked hay bales with silt fencing to be installed -F landward of'non=turf�buffer prior to and during construction; with the,conditions to �T establish and subsequently maintain a 10' wide non-turf buffer along,landward edge off_ top of bank; and to install gutters to leaders to drywells for roof runoff, and as depicted -, on the site plan prepared by Raymond Nemschick, R.A., received on June 5,2014 and ;. stamped approved on June 18,2014. 1, IN WITNESS WHEREOF,the said'Board of Trustees hereby causes its Corporate Seal to be affixed, 1t and these presents to be subscribed by a,majority of the said Board as of this date. t 0 1 John M. Bredemeyer III .M - ='�! ,� �Si�#ieYL"Yu'.tTr':�.-. vtr�Y:G`h;::SuY"u`tu.:aY�,.'V`,J"::✓X6'fwC'tW��w:'Q+s�#:fws'"k"L'.'�'.'iZ,£�::�iii 'L'6.43�i4u iYriz:�C.J7.r. i✓.'.§it3im"�la�.��.SYifl'15:&a5�—>.;:`�"`-•:s:`t�s�`a�,,,��;'7�r^kY>ntKa::a'3d`5Yo'R'iLct�it" iti.Z:�u l� �•,%t YI�'+: a'` ;,,,°��}i1� lAl�l.ar _ :;p�.}�}.YAI��.t:�"i " _.ct�:�r} ,I� :a '':•;�� YI,yY1;,•Y�•Y .o .� w. ' )�,'1•,!i s�},/Y i,1YY;r.•_ F SQ' Town Hall Annex Glenn Goldsmith,President 0 UT �� 54375 Route 25 A.Nicholas Krupski,Vice President P.O.Box 1179 Eric Sepenoski JW Southold,New York 11971 Liz Gillooly. CA . Telephone(631) 765-1892 Elizabeth Peeples b'ax=(631)_765 6641 BOARD OF TOWN TRUSTEES SEP p 92022 TOWN OF SOUTHOLD BUILDING DES TO .,. TOWN CERTIFICATE OF COMPLIANCE # 1905C. Date: March 15,2022 THIS CERTIFIES that the`demolition;of'exi'stiri :}residence:aridS'alandon-,exstng.aanitary SYstefg;.zb ristruet new'tviio='sYor dwehiri'g with ariDroximat'e.-5625"sguare::foot,footpr nt_which includes an attached_garage"and a+/,120.O-square foot attached deck orr the=seaward side of the dwelliri irisfall new sanitary system•'reeonfi ure exTstiri driwewa the installaYion:of=aaine of: §raked had baleswitli silt:fencirig to be insidlled-land'ward`.ofinon=turf buffer prioz'a'o`and dun construction�..with''the':conditioris`to establsfi'_and sulisequeritly miainfairi a 1'-''"' '' 0 wide non-turf buffer alorig'1aridward'ed'_eg�of_top ofibank`_:arid-winstall ;utters to�.lea'ders to drywells:for roof runoff; At `7132<Tndarn`Neck:`.Iane.Peconic: Suffolk County Tax Map#1A00;='9&7-8 Conforms to the application for a Trustees Permit heretofore.filed in this office Dated May 15, 2014 pursuant to which Trustees Wetland Permit#8453 Dated June 18,2014,was issued and conforms to all the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the,demol tion of`existing]residence,and:abandon,,existin .sani'i system;'.construct; new-two-story'dwellin _with an_,approximafe 5Q5,�qii foot:footbfint:whicl includes an attached ara a arid`a+%=I260"square<foot�-attai lied'°deck:on tlie.seaward,side�of-the dwell'iii new"sanitary-system•--recon>i i: : i. _.- d4 _.:. -g . . - install. fi}�ure;existin�.�drivewa�• they.msfal�lati'on:of'ahne��'of`staked hay_; aisles=with silt fenciri _to be iristalf4landward of non--tur`f.buffer prior to arid_durin�: coristruction� wig &co_riditioVs,.10 stabliih.,and_su6seguently-maintain a 1.0''wide,non-turf' `Buffer aI nal`andward''ed eg oftop��of-lia k�`-aril"to_install utters to.'leaders to`d ywells:for;roof - runoff. The certificate is issued to Stephen Mitchell owner of the aforesaid property,,, ttibi a , . 4 New York State Department of Environmental Conservation Division of Environmental Permits, Region 1 SUNY @ Stony Brook 50 Circle Road, Stony Brook, NY 11790-3409 Phone: (631) 444-0365 - Fax: (631)444-0360 Website: www.dec.ny.gov TIDAL WETLAND LETTER OF NON-JURISDICTION I June 15, 2011 Mr. Stephen Mitchell 7132 Indian Neck Lane Peconic, NY 11958 I 1; Re: UPA#1-4738-04043/00001 U U=2015raulii y = 7132 Indian Neck Lane SCTM4100v-86-7-a '--� I Peconic (Peconic Bay) I 01 MI. DEFT Dear Mr. Mitchell: Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: The referenced property landward of a substantial man-made structure (concrete bulkhead) greater than 100 feet in length and constructed prior to 8/20/77, as evidenced on the survey prepared by Roderick Van Tuyl dated 3/3/70 and shown on the plot plan prepared by Raymond Nemschick last revised 5/31/1.1, is beyond Article 25 (Tidal Wetland)jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required under the Tidal Wetlands Act. Please be advised, however,.that no construction, sedimentation or disturbance of any kind may take place seaward of the tidal wetland jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such . precautions may include maintaining adequate work area between the tidal wetland jurisdictiOnal boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Sincerely, /.' Laura Scovazzo ` r Deputy Permit Administrator cc: R. Nemschick BOH-TW File OS�FFO(� 1 2022 U ING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD o eu�o f sou,Ht9wn Hall Annex- 54375 Main Road - PO Sox 1.179 + {`ToWN Southold, New York 11971-0959 oy o� f�r Telephone (631) 765-1802 - FAX (631) 765-9502 �'e7.! rogerr _southoldtownny.gov- seand(cb-southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 02/15/2022 - Company Name: MODERN ELECTRIC EAST, INC. Electrician's Name: CARL RUTHINOSKI License No.: ME-55647 Elec. email:TRUT299@AOL.COM Elec. Phone No:-516-903-7151 E I request an-email copy of Certificate of Compliance Elec. Address.: PO BOX 321, MATTITUCK, NEW YORK 11952 JOB-SITE INFORMATION (All Information Required) Name: STEVEN MITCHELL Address: 7132 INDIAN-NECK ROAD-;PEGONIC, NY 1-1-958- Cross Street: TUTHILL ROAD - Phone No.: - BIdg.Permit#: tl 73 51 email:.- Tax Map District: 1000 Section: Block: 7 Lot: g BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): WIRING OF RESIDENCE Square Footage: 13800 Circle All That Apply:- Is job ready for inspection?:. YES❑ NO ❑Rough In 0 Final Do you need a Temp Certificate?: 0 YES❑NO Issued On Temp Information: (All information required) Service-Size❑1 Ph❑3 Ph -Size: - A - #Meters - Old-Meter#- ❑New Service❑Fire Reconnect[—]Flood Reconnect❑Service Reconnect❑Underground❑Overhead #Underground Laterals 1 2 H Frame -Pole--Work done on Service? Y- N Additional Information: PAYMENT DUE WITH APPLICATION 11EEp[ 2p22 U ING DEPARTMENT-Electrical,Inspector O�' FEg TOWN OF SOUTHOLD 8U10 So�TH Matt Annex- 54375 Main Road.- PO Sox L179 .-fo\N Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX(631) 765-9502 rogerr(a_southoldtownny.gov- seand(a_s-outholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN.INFORMATION (All:lnformatign Required): Date: 02/15/2022, __. Compant.y.Name: ,MODERN ELECTRIC EAST, INC. Electrician's Name: CARL RUTHINOSKI License No.: ME-55647` Elec. email:TRUT299@_AOL.COM. Elec.. Phone--No:-516-90a 7151 Ell request-an emait copy of Cerltfica#e of Compliance ..Elec. Address:: PO BOX 321, MATTITUCK, NEW YORK 11952 IJ O-1;.SIT15 INFORMATION (ail Information Required) - - -- - --: - - -Name:—S-T_EVEN__MITCHELL_,., Address: 7132INDIAWNECK ROAD,-PEGONIG,,-NY 1-1-958- Cross Street: TUTHILL ROAD Phone No.: BIdg.Permit#:- - u 73`5 email:_ -. . Tax Map District: . 100Q, Section: Black: 7 Lot: . g BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly); WIRING_OF..RESIDENCE Square Footage: 3800 Dipole AllT-hat.ApplT Is job ready for inspection?:. .YES❑NO ❑Rough In ❑✓ Final -Do You.need.a Temp Certificate?: n YES-0NO - -`.tssued-on 1Temp Information: (All information required) -� Service-Size❑1-Ph D3-Ph---Size: - A -- #(Meters - OCd Meteriff ;E]New'Se4rviceEJ Fire Reconnect❑Flood Reconnect❑Service Reconnect'❑Underground❑Overhead - #Underground Laterals Ell - 2 n H-Frame` Pole--Work done-on Service? -- - Y- - N: - Additional Information: PAYMENT DUE WITH APPLICATIOJN ,�1 t. ,�.�- o) PERMIT# A re 1� Z� -� Switche �� •~,' I ! ' Outlets.. GFI s Surface. . .., Sconces HH s UC L is ""1 f Fans ... r� ge Y. Exhaust Oven Smokes DW M ..`L Carbon IVlicro 1'''9::... ._...... Genefat '" r. r .. Coma>.. ! .'1: Cooitto Traps�e` P ' dad rr� A6 S AH Hood .�. y �� ic Special ..r.... W t Gtb a do ranr� /e? r AczAAer- GC. Q al . _ AIALS V 'r �vQ��< �n 12 � ' a _ HEAL7H DEPARTMENT APPR0VAL 5TAMP � �w w J LL 6"MIN DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS EnWkneering at 765-1560 before �ackfill, OR PwWe:Engineer's Certificatk>n chat the drainage has been installed to Code. EROSION &SEDIMENT CONTROLS Shall include but not be limited to: A Well.maintained Construction Entrance, Wire Backed'Silt Fencing, stabilization& Seeding of exposed and/or inactive soils. APPROVAL OF STORMWATER MANAGEMENT CONTROL PLAN how ode 06 Date: - 8 Approved by: SEfiL- 'DREG /�.' REVISIONS/SUBMISSIONS: kDRAING TITLE: Q W. c �Y\ DATE DESCRIPTIOM /� ��, �s y\� 07/08/14 50%RrM w 10/22/14 JCW Huh .--1 12A5/14 PMUMVI4RY r :t�'Ys •j,�' 01A3A5 5v r;T 02/02A5. 510-RUTA0/1 -ATE PLA/`I ..y !Q G290e6 ` 4/16A5 PJIGVImmG commGUQ NAME: 1770 PP.1 PROJECT TITLE DATE: NSA PROJECT #: MITCHELL RE/'IDF_/'ICE 1/15/15 151770 7152 INDIM NECK RD SCALE: DRAWING No: PECONIC,NY 11958 AJ NOTf=D DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: :K SLVERMAN ARCMTECTS P.C. 1000 86 7 8 �CF I APPLICANT: S.C.T.M.*: 1000 (Property owner.Design Professional,Agent,Contractor,Other) CHAPTER 236 86 07 08 Stormwater Management Control Plan CHECK LIST NAME: R and Nemschiek Section Block Lot i S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. vlmx vnm Date: * The applicant must provide a Complete Explanation and/or Reason for not providing 563-2130 3/10/15 �l all Information that has been Required by the following Checklist! ign 'rdeplmc umhm 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST NO NA If You answered No or NA to any Item,Please Provide Justification Here! show all of the following items. If you need additional room for explanations,Please Provide additional Paper. a. Location&Description of Property Boundaries x 0� b. Total Site Acreage. x �0 c. Existing-Natural &Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(0(2). EIRAINAGEWSPECTIONSx d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. x UIRED e. Limits of Clearing& Area of Proposed Land Disturbance. Contact TOS Engipeering at 765-1560 before f. Existing&Proposed Contours of the Site (Minimum z Intervals) Bcockf1il, uH ProvW Engineer's Certification g. Location of all existing& proposed structures, roads, that the drainage has been installed driveways,sidewalks, drainage improvements& utilities. x 0 h. Spot Grades&Finish Floor Elevations for all existing& proposed structures. x I. Location of proposed Swimming Pool and discharge ring. 00 No swimming pool. j. Location of proposed Soil Stockpile Area(s). x 0� k. Location of proposed Construction Entrance/Staging Areas}. 0� Existing driveway to be used. 1. Location of proposed concrete washout area(s). x 0 M. Location of all proposed erosion&sediment control measures. x site if flat. &SEDIMENT 2. Stormwater Management Control Plan must include Calculations showing Shim include but n ot be lknited to: that the stormwater improvements are sized to capture,store,and infiltrate aIf maintain eti L.on-site the run-off from all impervious surfaces generated by a two V)inch x 0 ire Backe n ntrance rainfall/storm event. eeClin 'bL i 2ation 3. Details&Sectional Drawings for stormwater practices are required for approval. of 107or inactive Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. 00 site is flat. b. Construction Entrance&Site Access. 0 X Existing driveway to be used. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) x d. Leaching Structures (e. .infiltration basins,swales,etc.) x *** FOR ENGINE G DEPA MENT USE ONLY**** Additional Information is Required. Reviewed& ! Stormwater Management Control Plan is Not Complete. !' Approved By: — — — — — — — — — — - - — — — — — — — — — - - - �I ! Stormwater Management Control Plan is Complete. Date: Zo !� ! SMCP has been approved by the Engineering Department. I II FORM * SWCP Check List-TOS MAY 2014 ',.�1 i MAR 2 3 2015 Town Hall Annex ��. 1 Telep one(631-1802 54375 Main Road Q _ 1, Fax 631)734-9502 P.O. Box 1179 Vol Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF.UTILIZATI.ON .OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: y Owner: r J' Location of Property: 1�1. I Please take notice that the (check appl cable line): New residential;structure Addition to existing"resid.ential structure Rehabilitation to.an:existing.residential structure to be constructed or performed at the subject propei.ty;refeedh ' above will atilize (check applicable line): Truss type construction.(T. T,. - Pre-engineered wood:construction Timber construction (TC)' in theZflowirig locations) (check applicable line): , Floor framing, including,girders.and beams (F) Roof-friming`.(R) Floor a d roof framing (FR) Signature: Name (person sub.rimitting this forFkv Capacity(check applicable line): Owner Owner representative TrussResReg15.docx Effective 1/1/2015 47351 The Law Firm of Palumbo and Associates, P.C. 13200 Main Road,P.O Box 132 Mattituck,New York 11952 Phone(631)298-1600 Fax(631)298-1603 Anthony H. Palumbo,Esq. Tracy Karsch Palumbo,Esq. Via HAND DELIVERY U IF September 1, 2022 SEP 0 12022 BUILDING DE':.;-;- Southold Town Board of Trustees Southold Town Annex 54375 Main Road PO Box 1179 Southold, NY 11971 Re: Stephen and Stephanie Mitchell, permit # 8453, 7132 Indian Neck Lane, Peconic, NY Dear Members of the Board, Enclosed please find a Certified copy of the Declaration of Covenants and Restrictions filed with the Clerk of Suffolk County on the above-referenced project, as required by your office. If there are any questions or concerns regarding this, please contact the undersigned at the office listed above. Thank you. Very truly yours, VTacy . Palumbo Cc via hand delivery: Sou.hold Town ;mldrng De`partmen Southol Town Anne 54375 Main Road Southold,New York CC# : C22-32628 V�lr.�r��' •�it b a uy'r�T i COUNTY CLERK'S OFFICE STATE OF NEW YORK COUNTY OF SUFFOLK I, JUDITH A. PASCALE, Clerk of the County of Suffolk and the Court of Record thereof do hereby certify that I have compared the annexed with the original DECLARATION recorded in my office on 08/31/2022 under Liber D00013172 and Page 102 and, that the same is a true copy thereof, and of the whole of such original. In Testimony Whereof, I have hereunto set my hand and affixed the seal of said County and Court this 08/31/2022 SUFFOLK COUNTY CLERK �e-�=-.L a /91 a JUDITH A.PASCALE SEAL This page forms part of the attached Covenants and Restrictions made by: (SPECIFY TYPE OF INSTRUMENT) Mitchell The premises herein is situated in SUFFOLK COUNTY, NEW YORK. TO In the TOWN of Southold In the VILLAGE or HAMLET of Peconic BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. over I IIIIIII IIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIII IIII I(IIIII IIIII IIIII IIII IIII SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DECLARATION Recorded: 08/31/2022 Number of Pages: 7 At: 02 : 33 :12 PM ' Receipt Number : 22-0140752 LIBER: D00013172 PAGE : 102 District: Section: Block: Lot: 1000 086.00 07 .00 008 .000 EXAMINED AND CHARGED AS FOLLOWS Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $35. 00 NO Handling $20 . 00 NO COE $5 . 00 NO NYS SRCHG $15.00 ,.1 NO TP-584 $0. 00 NO Notation $0 .00 NO Cert.Copies $8 . 75 NO RPT $200 .00 NO Fees Paid $283.75 THIS PAGE IS A PART OF THE INSTRUMENT 1_ THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County This page forms part of the attached Covenants and Restrictions made by: (SPECIFY TYPE OF INSTRUMENT) Mitchell The premises herein is situated in SUFFOLK COUNTY, NEW YORK. TO In the TOWN of Southold In the VILLAGE or HAMLET of Peconic BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. over 'z. h" I±� Number of pages Aug 34 02:33:12 P11 CLERK OF This document will be public I record. Please remove all L DO00i-3-,,72 Social Security Numbers P 102 prior to recording. Deed/Mortgage Instrument Deed Mortgage Tax Stamp Recording/ Filing Stamps 3 FEES Page/Filing Fee Mortgage Amt. 2. Additional Tax Notation Spec./Assit. or EA-5217(State) TOT. MTG.TAX Dual Town Dual County Comm.of Ed. 5. 00 Transfer Tax Affidavit Mansion Tax The property covered by this mortgage is Certified Co -7 IS 6 or will be improved by a one or two ff��Surcharge 15. 00 Sub Total family dwelling only. Other YES or NO Grand Total C�l S. If NO, see appropriate t.ax cl-ause on page of this 1 t. Real Property p T S Consideration Amount Verification Improved Satisfactio ns/Disch a rge§jReI eases List Property Owners Mailing Address 6 RECORD&RETURN TO: Vacant Land Palumbo &Associates, PC 13200 Main Road TD1- TD Mail to: Judith A. Pascale, Suffolk County Clerk 7 Title Company information 310 Center Drive, Riverhead, NY "90' Co.Name .T Suffolk—County Recording & Endorsement Page This page forms part of the attached Covenants and Restrictions made bv_': (SPECIFY TYPE OFINSTRUMENT) Mitchell The premises herein is situated in SUFFOLK COUNTY, NEVVYORK. TO |n the TOWN of Southold |n the VILLAGE or HAMLET of PeCOnic BOXES 6 THRU 8.MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. `-'—' '' DECLARATION OF COVENANTS THIS DECLARATION made this 26th day of August, 2022, by Stephen S. Mitchell and Stephanie S. Mitchell, residing at 1061 Briar Lane, Pottstown, PA, hereinafter referred to as "DECLARANTS": W I T N E S S E T H WHEREAS, DECLARANTS are the owners of certain real property located on 7132 Indian Neck Lane, Peconic, Town of Southold, County of Suffolk, State of New York, described in the Suffolk County Tax Map as District 1000, Section 86, Block 7, Lot 8 which is more particularly bounded and described as set forth in Schedule "A" annexed hereto, hereinafter referred to as the Property; WHEREAS, the Property is situated on lands within the jurisdiction of the Board of Trustees of the Town of Southold (hereinafter the "Trustees") pursuant to Chapter 275 of the Town Code of the Town of Southold or its successor, and various activities conducted upon the property may thus be subject to the regulation and approval of the Trustees prior to being conducted; WHEREAS, the DECLARANTS therefore made application to the Trustees for a permit pursuant to the Wetlands Law of the Town of Southold to undertake certain regulated activities, the survey/site plan having been filed in the office of the Town of Southold Trustees with file/permit number 8453, on June 5, 2014 ("Exhibit A" attached hereto) ; and WHEREAS, as a condition of the granting of a Wetlands Permit ("Exhibit B" attached, hereto) to undertake such regulated activities, the Trustees required that a TEN FOOT WIDE "non-turf buffer" adjacent to and ALONG THE LANDWARD EDGE OF TOP OF BANK; NOW, THEREFORE, the DECLARANTS do hereby covenant and agree , as ,follows : 1) Upon the substantial completion of the aforementioned permitted activities there shall be established and perpetually maintained A TEN FOOT WIDE NON-TURF BUFFER ALONG THE LANDWARD EDGE OF TOP OF BANK "non-turf buffer" as defined by Chapter 275 of the Town Code to wit: "A designated area where turf grass, pesticides and fertilizers are not va�� ,•s permitted."; and as depicted on survey/site plan last dated 6/5/14 and stamped approved on 6/18/14, see Exhibit A attached; and 2) These covenants shall run with the land and shall be binding on the DECLARANTS, their heirs, assigns, purchasers, or successors in interest and may only be modified after a public hearing and upon resolution 'of the Trustees . IN WITNESS WHEREOF, the owners have duly executed this instrument this 26th day of August, 2022. 'Stephen S. Mitchell Stephanie S. Mitchell STATE OF NEW YORK: ss: COUNTY OF SUFFO//L,K,, On the QZl1l day of August, in the year 2022, before me the undersigned, a Notary Public in and for said State, personally appeared STEPHEN S. MITCHELL and STEPHANIE S. MITCHELL, personally known to me or proved to me on the basis of satisfactory evidence to be the individuals whose names are subscribed to the within instrument and acknowledged to me that they executed the same in their capacity, and that by their signatures on the instrument, the individual or the persons on behalf of which the individuals acted, exe ed the instrument. Not ry Pu lic TRACY KARSCH PAwMBO Notary Public,State of New York No.02PA6087274,.Suffolk Cou Commission Expires March 3M3 2 '1 ec�+rou�e�.A...aon�d. Amended i May 26, 1997 ALL THAT certain plot, piece or parcel of land, with the buildings and improvements thereon erected, situate, lying and boi,nqq at Indian Nock near Peconio, Town of Southold, County of Suffolk and State of Now York, being bounded and described as follows, BEGINNING at a concrete monument which monument marks the intersection of the northwesterly corner of the premises described herein with the southwesterly corner of a certain 30 ft. wide right of way as described in Libor $720 page 400 and the easterly side of the land now or formerly of Richard M. Cukor and Margaret U• G. Cukor, the said monument also being South 23 degrees 44 ' 30N Bast, 608 . 63 feet from the southerly side of Indian Neck Road; RUNNING THENCE from the point of beginning North 77 degrees 63' 201, East, 102. 10 feet along the southerly side of the of oremsntiong4 30 f t. right of ways RUNNING THENCE South 23 degrees 44 ' 30" East, 196 Poet, RUNNING THENCE South 26 degrees 42 ' 30" $ante 17449 feet to a tie line along the mean high water mark of Hog Neck Say (Peconic Bay) as of March 4, 29971 RUNNING THENCE along said tie line South 65 dsgross 56 , 37" West, 109.08 feet? RUNNING THENCE North 23 degrees 44 ' 30" West., 391,94 Port to the point or place of BEGINNING. i ' \ - �� moNa 9/C/F rt� tae�m•scrr j - PALE BROW metr:v auras ,L� rz�e m pitpl� aret. t — t�Flb°+T'Z'r90°�'t�..'�•e'/i A3 PIWAN 195 98' L-J_�_1 y saMo n, nCi['t7ER \� J�-�—M _ - �` _^ ' b. ..1'1•,..t DES' _ 1U.•�': APPROVED BY � C $ey •'�'rv'• �• `� r 'rf� ' `---«� .II� � i•��•,. i`� .a. BOARD Of l ,l•-ue o�iene .:;� .•aVl, { rt, M"OFMUM= ` — J N2T44'30"W 386.76 draw `I� �i 1• '' ' ` RIMAD Y.C=17 d JGf7GUtCT V.G.CIBOR r � S(7F DATA � .r.....m. / ei�.rcrma .—=-�-'i• a'�r�tn.� }eia,•rm • J1I � 4�I 1ptJtJ. SgNFv./tW.YJ • { M00=1 ;'p /6C}xlfsl4Dd)CM.6XA.Fa•1' _ WRIGKJR2e ,l"EYE.r�LOQ'� i� lLr.�+e GVx N cetuR t_�X - 96efit - �r�irc - t�e..raaaxe®B'v.stve Rwcr!•s�¢ triwe II v .{ rp�,� I - - - _ `:/w..• . eaeL• e'ram ___ _nL - _ r-^•_'�?If.�A�'� _ ¢ Ler1..W%Ip!e�i ..- .. WOFG,nPf uAr_- --ua•OtC•., .. - 5 - - WMSCHICK SLVERmm ARCHITECTS P.G E •.:: MRU[1lQL/m'.MG - CR' ' ,n+ - .- - .r...-rw�a• � - -_ - �� .._...... - � 7rS uo,:.n�ccrttm -- r'-'c-. . a'"°cr -- _ .__ t -__ - Ctrr � - ,n„M.7 .Fes: nd .,.. � a �5- bif- S BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO.8453 DATE:.JUNE 18,2014 ISSUED TO: STEPHEN MITCHELL PROPERTY ADDRESS: 7132 INDIAN NECK LANE,PECONIC SCTM#86-7-8 AUTHORIZATION I Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on June 18,2014,and in consideration of application fee in the sum of�250.00 paid by Nemschick Silverman Architects PC and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to demolish existing residence and abandon existing sanitary system; construct new two-story dwelling with an approximate 5,625 square foot 'footprint which includes an attached garage and a+/-1,200 square foot attached deck on the seaward side of the dwelling; install new sanitary system; reconfigure existing driveway; the installation of aline of staked hay bales with silt fencing to be installed landward of non-turf buffer prior to and during construction;with the conditions to establish and subsequently maintain a 10'wide non-turf buffer along landward edge of top of bank; and to install gutters to leaders to drywalls for roof runoff; and as depicted l on the site plan prepared by Raymond Nemschick,R.A.,received on June 5,2014 and stamped approved on June 18,2014. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. John M.Bredemeyer III �Q�g11�Ftf�,rco - � I TERMS AND CONDITIONS, The Permittee Stephen Mitchell residing�at 713_2 Indian Neck lane Pedonic New York as part of the .; consideration for the issuance of the Permit does understand and prescribe to the following: I. That the said Board of Trustees and the Town of Southold are released from any and all damages,or: claims for.damages,of suits arising directly or indirectly as a result of any operation performed ill,at his or her own expense,defend any and all pursuant to this permit,and the said Pennittee w such suits initiated by third parties,and the said Permittee assumes full liability with respect thereto, to the complete exclusion of the Board of Trustees of the Town of Southold. 2, That this Permit is valid for a period of 24 months,which is considered to be the estimated time required to complete the work involved,but should circumstances warrant,request for an extension may be made to the Board at a later date. 3: That this Permit should be retained indefinitely,or as long as the said Pennittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents,and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board, 5: That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized,or if,in the opinion of the Board of Trustees,the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required,upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Pennittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel.Such evidence shall be provided within ninety(90)calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other pen-nits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. IL. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title,or interest in real or personal property held or vested in a person not a party to the permit. s - Nov-17-2016 01:05pm From—NEMSCHICK SILVERMAN ARCHITECTS 6315632139 T-372 P.002/002 F-72T November 17, 2016 ��^��•^ � .. NEMSCHICK $IL.VERMAN ARCHITECTS P.C. Building Department the business of ARCHITECTURE." Town of Southold .�C11 , C) Town Hall Annex Building 54375 Route 25 Po Sox 1179 Southold, NY 11971 Re. Mitchell Residence 7132 Indian Neck Lane Peconic, NY 11958 To Whom It May Concern, . ilding permit#397407 for the above captioned address the complimentary 6 We wish to extend the active bu month period. Sincerely, o [�C�C�(1V(� m-5chicks AAA D ,may w N� Ray W Nemschick, AIA NCARB NOV 17 2016 Principal Bt, ,DQIGDEPT. TOWN OF SOUTHOLD �150AIN STREET SUITE�200 ��YORK�11752 • 631 563 2130 telephone • 631 663 2139 fac$IMHG • wm,ns-arch.com LOT DEPTH: 250 FT +/- 165 FT FRONT YARD: 40 FT* 111426 FT 5/DE YARD: 15 FTO 15 FT BOTH 5IDE YARD5: 35 FT" 36.0 FT REAR YARD: 60 FTC' 117.60 FT LIVABLE FLOOR AREA: 650 MAXIMUM PERMITTED DIMEN510N5: LOT COVERAGE(PERCENT) 20,$ 1" z BUILDING HEIGHT 35 FT 34 FT 5TORIE5 2112 2 NONCONFORMING LOT REWIREHENT5 FOR 20,000 TO 39,999 5.1=. AREA PER 260-124B. BUILDING AREA5: CELLAR F/R5T FLOOR SECOND FLOOR LIVABLE AREA 2,027 31065 4,524 -� PAT105/7ERRACE5/DECK5 --- 2/07 414 GARAGE --- 672 --- .S V) HEALTH DEPARTMENT APPROVAL 5TAMP C SUFFOLK COUNTY DEPAPYMENT OF HEALTH SERVICES PEouT FOR APPROVAL OF CONSTRUCTION FOR A y � SINGLE FAvIL`T Esji) :NCE ONLY. GC Wnc 0 ,� ?,!lf DATE B.S. REF. No, � 10- APPROVED FOR MAXIMUM OF BEDROOMS EXPIRES THREE YEARS FROM DAT E OF APPROVAL C� � S I OCT 2 4 2014 SUS TH 8 OFFICE 0 CO.9�A�1" ATER NOT SEAL: RED A REVISIONS/SUBMISSIONS: DRAWING TITLE: DATE: DESCRIPTION: 07/08/14 50%REVIEW 6 �O� 10/7.2/14 JCDPIJ -7 029086 yOP CAD FILE NAME: OF N E� 1770 PP.1 PROJECT TITLE: DATE: NSA PROJECT #: MITCI=IELL RFtJ1DF_/`ICE 07/08/14 15 1770 ---- 7152 APIM NECK RI) SCALE: DRAWING NO.: i PECO/lic, Ax 11958 .............. A-f NOTED DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: I It 2014�EMSCHCK SLVERMAN ARCHTECTS P.C. 1000 86 7 8 ECF I 5URVEY OF PROPERTY 51TUATE: -PECONIC N TOWN: 5OUTHOLD 5UFFOLK COUNTY, NY SURVEYED JAN. 5, 2010 W E FOUNDATION LOCATION AUGUST 26, 2015 SUFFOLK GOUNTY TAX # S 1000 - 86 — -1 - 8 CERTWHED TO: STEFHANEB S.MrMHELL STE PHEN S. ¶-- INDIAN NECK ROAD N�a� PRELyyPITZ CRY 3 K PREyyWITZ to i I �O� far DfiED yIDr oT N uos PAGfi02 0�' Wok ��053,2�„E 1 $+� 9 \ N 1 apt 1 �N 1 n 1 y�. \ �O 11 �� —— 1 1� 1 1 1 � t , 1 !, O t 1 1 J 1 � � 1 � r � 1\ N c '� OQ O v ? V N x r W A a�0 Np op- r •a, O Oy �q d 3> OZ aid 3 J a �3' c- 2. 2 l� \ 0�'� 13 • /.// O� �pEC°NIC Lr' I f= [ O� ��Y d, xn lho aea auerallo o as C-too ay ��'`O`G•EI�I/_ /�� ^K� lot o uoenxe ium wrVeyors seoi f e ioiakrn ok ssctron yooa.tot.E san i M lr�e S EP m New YwK Slate F.OKaL'bn Law 14 2Q15 "� only copies Iran ugmi of the s ey orKed wrzn an arlgi�ni of�e law wr.eym+s stamped seal—11 be cons6tlered to--1.tree • NOTES: * * •Lerkl(Kaklam aketl hereon skytify IWhat th!this vey wm prepered in occordaice.wkh the ex- frg Code of Practke la Lcmd Svveys adapted MONUMENT FOUND "L DG D EP f <� �� (sl�e ew ate nss«laron of afe� LaM Sere cola aertlflCdtlans Shall M-14 the su•vay is prepaeq TOPO REFERENCES NAVE) 88 DATUM 31-1 Lf� h e LAND sv�� `` , °-w-wo,t ' — M�k c ` tfanS afe nat V ar2ferrY�te td aadltenal fnsttala� AREA = 38,02Q S.F. OR 0.8-130 ACRES JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 GRAPHIC, SCALE 1"= 40' - RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.C:\UsersUohn\Dropbox\10\10-175foundati0 loc.pro P OF DESCRIBED PROPERTY ' SHEET 1 OF 2 AT PECONIC, JUL 1 8 20-22 TOWN OF SOUTHOLD MATCH 2 O SEE SUFFOLK CO., MY SURF. CO. F9Ex:LTI-s ;:3�.ri\:ICES � SHEET 2 OF 2 OFFICEE€17 G'l i;='�`�'r1T1-6 I aT.t — — — — — --� �`f RpAD SCTM LOT NO: loon- ss- 07- os J / `.:��;�. �::f 1 �,_ T TO iN®IAN N�cK w 20.1 ETW. 30, EASEMEB ft 67�0 p 400 ®0) r Q :: �-- L I l EC L T _� =-; P '. � � L.6721 �i 2g0.36 20.$'(r' ...t` ,�^.: ' .. ... .:.;'..�✓" ,�� Y..."..'._i_.;......Ir... SCALE: 1"=20'1 p2. ..... l . _x._..,_4 ; E N 53 19 5 CMS , .: r Y ;. ` . 25' EASEMENT TO LOT 1 PER HIGH ARBO �::::-:;:`. :;;: ,;;.,c, HOUSE WOODS MINOR SUBDIVISION I ;#::;': :;I v ;• v OWNERS:S STEPHEN S.MITCHELL ;,.. ...... �, _ .m .�. . LIBER 11948 P157 LOT=38,030 S.F. TO TIE LINE r DATE OF SURVEY; 19 MAR 2022 f:.:......:.......: '� :. .,.. SCTM �pT 08 ® =CONC.MONUMENT �:•i:�:iiiii:•:'� °\ Lea W I ��9y1 �'s t mi, a E: :TC:20:�:'•"•::2�:i::�:::?:i•:�"i�}":::�''::•:•:":`,'r.i•i::``'t € ?' i Fq0 _,o � Z ::`'� � 'C7 is r::i:•r::riiii::i•ri?i:i 'i':::•i::.:.....,+ W° :, LAN •+..,; rr:.r:.'rrr::ti:::;,::,:rir.: rrrrr9 �S NOTES: / :: AC:ASPHALT 7 g I°p si a5(:::.....::: M., W r �.f d _ :.:::%-:::::::::::::::: ! C7 s AP:ANGLE POINT Z ;,,,,, ` .... :•:a` .:•`:::":::.......................... ` \ BB:BELGIAN BLOCK s J`. ::::::: ::::!: ; :: :;ir'•... ii:ir?rr:ii:.:i:i:..i:::i:..i::'.:iii:: ;:;Y-: Y, i BLD:BUILDING ° C iir ............. rrr::: ii ?i:: ;rF;4::ih :: ::i:i::=:"'}ri.i:r: ::.. . . CD:COMPOSITE DECK :::.:::::::,:::::.::::::::::::::::::::::::::. :::::......:......:........... {;• CL:CENTERLINE WC? ....::::......:.::.....:.......:...............:............. ...::.:..........:::.:.::::�.,; � ? EMH:ELEC.MAN HOLE a � ::iif. i..... rF:i:::i:i:4::r:iii: .. :::; ! ii:::ii:::cir::r"r};:r: :c;r:; 1 EM:ELEC METER I �, -�... .M�...,i:":}:i::•::::rr::isCir}i: :i.is::::::}i:•:%:'r'ii::•is::i:ir: r:::::_t}ri:i:;:i,i:•::::r:::•i::rii':, t `:, .a EX-EXISTING EX.SS.LAT.:EXIST ,.r.,:,:.•i::::irrr:�::;:::•isi<:r::.::•r.�:•:r::•ri:�:::::•::i..:•. :i:r:.:Y:i�:! :•r::•:r:}iI1 F Tt :f4: i ,�p�`.. \ SEWER LATERAL FF:FINISH FLOOR p :::: .rri}: ..............: {: : FHV:HYDRANT VALVE : ::::::::::: :::.:.::: :::::.:::::: :::.... 4. ..._,. o c, 19.0 ETW 1 9A� ::::: ii: r""4ii:::"i::; :i":i:::: ?:i: :::i::.... N��R �..• u�x., v FS:FINISH SURFACE ::.:::::::%.. :. ...... ........ LP c:a•: m C O P A°• l GB:GRADE BREAK 'µ••,�G; { e ,) GEN:GENERATOR !:i::i':crii::;t r... ...r:a 23 6 �,r 1 GL:GAS LINE .::._ :...:tdG',.i9.4::; r;. w LP:LEECHING POOL `..: ::: •::•::::::.....:: 1 �/. �$ 1 \ NG:NATURAL GROUND 19.4 NG '0 PLC:CONCRETE LIPA; SMH 1E�E G .;i: i:::i isii : ':;:i,ii':..'e0 UPF � Z N �\ POL:POINT ON LINE .%`:� M ::::..:; �• Y PROP.:PROPANE S y� G,.; (=PROPOSED) o LINE - ` � �� r...... :.:. :::. .; z SRF SPLIT RAIL FENCE SSMH:SEWER MANHOLE lla :: b:,;::::::::r:: ::.:::. ::;:::. a 0 .::iy. .:::.: :.: .... :...:::::.....::::. to 'I ', i t ST:SEPTIC TANK or:}:rrir:•r:c:ri}. C r.. \ TBH:TOP BULKHEAD j::? ;':: ::!.::::..: :.- ``ti TBR:TO BE REMOVED :::.: ... �.:._.....:.. TC:TOP OF CURB ' z :;: ::::: :::,`ri TG:TOP OF GRATE t p Xg. GP "' ) TH:TEST HOLE ;:�` t : ::: 1ti✓ONv 8�'f :`::::. :. 0 3 a \ \ TW:TOP OF WALL p: :;':: U/L:UPPER LEVEL L..'.y U/P:UTILITY POLE :: '`......... ::: j WF•WOOD FENCE ��`• `� WV:WATER VALVE VF:VINYL FENCE 6 k i ' 16 j3.0 .T SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPPOVAL OF CONSTRUCTED `,NORI<S FCR NIIN a 16 Tr i hX 19.6 NG -o-- O �' g ar+ A SINGL.. GAMILY RESIDFN,CE "k �'R, o `'N �- 3' , 7 N v r T a Date:._1�JL u 20 N.S. Rflf. PJo 1 j A.9E. \ } � VZ � z.,z � mThe se��aL i.�1s IecafiCr have fc? I? A g o� Inspected and/or cler"i{ien b •fl-Js De artmo~t or other agencips and1mr found to ba saDsia::�ry,'GR r, OF _uEDRCC)NIS. -o N 4 / `r 6 -' \ 4r•.",=a15 �6 �tF G�9 �'� I rf� '�7 ,,y "�� 1g ,•C'' A g 22.3 FS CRAIG KNEPPER, P.E., CHIEF OFFICE OF v:IASTE MANAGEMENT 212 FSOEM •� � \ i, ,SOP G055 16 "" EC3 TO COVENANT & RESTRICTIONS LIDER �''' \`,, PAN ` \ � t3a� 19.6NG 19.6 NG xV PACE 1� 55 19.2 NG \\ � ��"�'�'•� 1E Gam` r+'�� •;r' ,,' ,i''�v,>� ✓-''• ,,� H of NEwY Of LL ,ter- °� ✓,' �°�' � .� .,'` �t ,,- '� CMF 19.6 ,' r z/.1 i �� 2.6 GB \ P ;gQ;R6� , ,� f lof 6.1 WD LAND SUR R LIC. 50869 ' 00 r 1/ `-"I j' 2 TOP 19.1 \ P.O. BOX 704 RIDGE, NY 11961 + .' , - /_11 ,/ `� 951.640.4899 Oe�,r, ` GONG' 2.5 GB THE OFFSETS OR DIMENSIONS SHOWN HERON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE&USE.THEREFORE,THEYARE NOT INTENDED TO MONUMENT THE PROPERTYLINES OR TO GUIDE THE ERECTION OF FENCES,ADDITIONAL STRUCTURES OR ANY OTHER IMPROVEMENT. 5.5 OXG UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS SURVEY IS A VIOLATION OF 2.6 GB ✓~ N G�ro` PGONO MEP SECTION 7209 SUBDIVISON 20 OF THE NEW YORK STATE EDUCATION LAW COPIES EMBOSSED SEAL SHALL NOT BOF THIS SURVEY MAP NOT E CI NG THE LAND SURVEYOR'S CONSIDERED TO BE AVALID RUE COPY"SEAL OR f : _T\e \N� CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM r ( , THE SURVEY IS PREPARED, AND ON THEIR BEHALF TO THE TITLE COMPANY,GOV- ERNMENT AGENCY AND LENDING INSTITUTION LISTED HERE ON. CERTIFICATIONS GO ///►►► �� SHEET 1 OF 2 ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. �G 'V NO RESPONSIBILITY IS ASSUMED BY THE UNDERSIGNED FOR ANY SURFACE, SUB- v / SURFACE, AERIAL EASEMENTS,SUB-SURFACE UTILITIES AND/ OR STRUCTURES N IN OR OUT OF EASEMENTS IF SO PROVIDED. SCTM 1000- 86 - 07- 08 REScheck Software Version 4.6.0 Compliance Certificate Project Mitchell Residence Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 7,558 ft2 Glazing Area 32% Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 7132 Indian Neck Road Raymond Nemschick Peconic, NY 11958 Nemschick Silverman Architects, pc 33105 Main Road Cutchogue, NY 11935 631-563-2130 Compliance: Passes using UA trade-off Compliance: 4.6%Better Than Code Maximum UA: 1106 Your ILIA: 2055 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area zing Assembly or Cavity Cont. . Door UA East Elevation:Wood Frame, 16" o.c. 1,946 26.0 0.0 0.052 80 Window 1:Wood Frame:Double Pane with Low-E 415 0.280 116 North Elevation:Wood Frame, 16"o.c. 1,117 26.0 0.0 0.052 40 Window 2:Wood Frame:Double Pane with Low-E 346 0.280 97 West Elevation:Wood Frame, 16" o.c. 2,234 26.0 0.0 0.052 79 Window 3:Wood Frame:Double Pane with Low-E 711 0.280 199 South Elevation:Wood Frame, 16" o.c. 1,462 26.0 0.0 0.052 41 Window 4:Wood Frame:Double Pane with Low-E 670 0.280 188 Ceiling 1:Cathedral Ceiling 4,422 48.0 0.0 0.022 97 Basement Wall 1: Solid Concrete or Masonry 2,745 26.0 0.0 0.043 118 Wall height: 11.5' Depth below grade: 9.0' Insulation depth: 11.5' Project Title: Mitchell Residence Report date: 02/10/15 Data filename: P:\2013\13-1770 Mitchell Residence\00 -Admin\00 - Pagel of 7 Docs\1770 0211015 ResCheck final.rck 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 4.6'.9jand to comply with the mandatory requirements listed in th ch k1i"in ckli M• ' �` (� Na e-Title gOr W4 Datel .02s �Q i� OF NEB y Project Title: Mitchell Residence Report date: 02/10/15 Data filename: PA2013\13-1770 Mitchell Residence\00-Admin\00- Page 2 of 7 Docs\1770 0211015 ResCheck final.rck REScheck Software Version 4.6.0 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.2 ,Construction drawings and ❑Complies [PR1]1 documentation sufficiently ❑Does Not demonstrates energy code ❑Not Observable compliance for the building ❑Not Applicable envelope. 103.2, ;Construction drawings and ❑Complies 403.7 documentation sufficiently ❑Does Not [PR311 ;demonstrates energy code ❑Not Observable :compliance for lighting and mechanical systems.Systems ❑Not Applicable ;serving multiple dwelling units must demonstrate compliance with the commercial code. 403.6 ;Heating and cooling equipment is; Heating: Heating: ;❑Complies [PR2]2 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not on loads per ACCA Manual]or Cooling: L Cooling: ❑Not Observable ;other approved methods. Btu/hr Btu/hr j❑Not Applicable ; Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Mitchell Residence Report date: 02/10/15 Data filename: P:\2013\13-1770 Mitchell Residence\00 -Admin\00 - Page 3 of 7 Docs\1770 0211015 ResCheck final.rck 2010 New York Foundation Inspection Complies? Comments/Assumptions' "Energy 303.2.1 ;Exposed foundation insulation ;❑Complies [FO11]2 protection. ;❑Does Not ,S j❑Not Observable a UNot Applicable 403.8 ;Snow melt controls. ;❑Complies [FO12]2 ;❑Does Not ❑Not Observable: ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Mitchell Residence Report date: 02/10/15 Data filename: P:\2013\13-1770 Mitchell Residence\00 -Admin\00 - Page 4 of 7 Docs\1770 0211015 ResCheck final.rck section Plans Verified Field Verified. # Framing/'Rough-In Inspection Value Value Complies7 . Comments/Assumptions & Req.ID 402.4.4 Fenestration that is not site built ❑Complies [FR20]1 is listed and labeled as meeting ❑Does Not !AAMA/WDMA/CSA 101/I.S.2/A440 []Not Observable ;or has infiltration rates per NFRC 1400 that do not exceed code ❑Not Applicable I im its. 402.4.5 ;IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not ;and labeled to indicate&It;= 2.0 ❑Not Observable cfm leakage at 75 Pa. IE]Not Applicable ; 403.2.2 ;All joints and seams of air ducts, ❑Complies [FR13]1 :air handlers,filter boxes,and ❑Does Not building cavities used as return ❑Not Observable ;ducts are sealed. ❑Not Applicable 403.2.3 i Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not (4 ❑Not Observable S ❑Not Applicable 403.3 ;HVAC piping conveying fluids R- R- ;❑Complies [FR17]2 y above 105°F or chilled fluids Z❑Does Not „� 'below 55°F are insulated to R-3. 1 ;❑Not Observable ❑Not Applicable 403.4 ;Circulating service hot water R- R- ;❑Complies [FR18]2 pipes are insulated to R-2. ;❑Does Not ® ; ;❑Not Observable ❑Not Applicable 403.5 ,Automatic or gravity dampers are ❑Complies [FR19]2 installed on all outdoor air []Does Not J S intakes and exhausts. ❑Not Observable IE]Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Mitchell Residence Report date: 02/10/15 Data filename: P:\2013\13-1770 Mitchell Residence\00 -Admin\00 - Page 5 of 7 Docs\1770 0211015 ResCheck final.rck 2010 New York Insulation Inspection Complies? Comments/Assumptions Energy 303.1 ;All installed insulation labeled or I❑Complies [IN13]2 +installed R-values provided. UDoes Not J ;❑Not Observable i ;❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Mitchell Residence Report date: 02/10/15 Data filename: PA2013\13-1770 Mitchell Residence\00 -Admin\00 - Page 6 of 7 Docs\1770 0211015 ResCheck final.rck Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions' & Req.ID 402.4.2, ;Building envelope tightness ACH 50 = ; ACH 50 = ;❑Complies 402.4.2.1 verified by blower door test result ;❑Does Not [FI17]1 ;of<7 ACH at 50 Pa.This ;❑Not Observable10) ' !requirement may instead be met via visual inspection, in which ;❑Not Applicable ;case verification may need to ; ;occur during Insulation ; Inspection. 403.2.2 Duct tightness via post- cfm cfm ;❑Complies [FI4]1 construction with maximum TIDoes Not leakage of 8 cfm to outdoors,or ;❑Not Observable ;12 cfm across systems. For rough-in tests,verification may ;❑Not Applicable need to occur during Framing Inspection,with maximum leakage of 6 cfm across systems ' and 4 cfm without air handler. 403.1.1 ;Programmable thermostats ❑Complies [FI9]2 ;installed on forced air furnaces. ❑Does Not €? ❑Not Observable 1EJNot Applicable 403.1.2 Heat pump thermostat installed ❑Complies [FI10]2 !on heat pumps. ❑Does Not � + ❑Not Observable ' ❑Not Applicable 403.4 ;Circulating service hot water ❑Complies [FI11]2 ,systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ' ❑Not Applicable 401.3 ;Compliance certificate posted. ❑Complies [FI7]2 ❑Does Not ) ? ❑Not Observable a IE]Not Applicable 303.3 +;Manufacturer manuals for ❑Complies [FI18]3 mechanical and water heating []Does Not }equipment have been provided. ❑Not Observable 14 $ ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Mitchell Residence Report date: 02/10/15 Data filename: P:\2013\13-1770 Mitchell Residence\00-Admin\00- Page 7 of 7 Docs\1770 0211015 ResCheck final.rck A I A A-13 A-'I A-12 741-4 3/41, 4,511 41 a O O O / DY O - \ L� DZ - - - - - - - - � STONE HEARTH 12'_l I/ " Q BY/LT-IN I s a STEEL COLUMNS. REFER TO m STRUCTURAL DRAWINGS. m r - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - o MECHANICAL ROOM 26'-4 3/4" I a I/2" N I I I I � . I I I I _I 'm ILIP m z a u, m a KID'S ZONEF-1 a _I A a AM A - • N O WALL AT T.O. STAIRS. 5EE a TA #2 ON A-l7. c j E MECHANICAL UN�XC►4V�TEp •, , I I L ROOM m I Bog 3/4 HOUR 5aF I CLOSING DOOR III-Oft 6112 6" 6" OLO l/2" 9-1 l4-6 //2 /8-O 28'-9 l/211 5-6 I/4 4- " l=ll" Il'-O 1/2" LIO O N (0�"7 BO3 N fro FF i D l4-7 11411 _ a A-b I 2 N .• � � 5 N STEEL COLUMN 5EE A-32 d • I STRI.�TURAL DRAW/NG5 � I UNEXCAVATEP ® DROP WALL AT STAIR DROP FOUNDATION WALL AT w DOOR OPEN/NG5 BUILT-lPJ STORAGE CABINET-' TROF''fY ROOM a A I % Ul I A — o I 8 8" — — — � � STORAGE ' 0 AV 26-8" I'-O' l4=7//4" 6 //2" 29=13/4" 5'9" 43-lO 3/4 cc� O � N 1A 10 6" THICK CONCRETE I `� FOUNDATION. MONOLITHIC W/TH _ l CONCRETE 5TEP5. ( Q Boo N I Q a / uNEXC4VATEp _— 5-7„ ` � a01 STORAGE BEAM POG T ) h 5EE 5TRU6 L DWGS. 4 � 6=2„ 6, 9" 3=lO l/4" 14=l" 3'-8 3/4" 11=4 //2" . .77 �1 Q ` 2 [/ 11 V Iy I O m IL 8" THICK CONCRETE FOUNDATION- MONOLITH/G IV1TH CONCRETE 5TEP5. 26-l0" Zl=7" 12'-0 1/2" 20-H" 12-1 3/4" 2/=7" 11-2" I I 126=3 //4" Ir A q 3A-5EM51\1 T A-13 A-q r t D I=L-A N SCALE= 1/4"_ l'--O" APR - 3 L J)1 7 SEAL: ,�--- ,- ., REVISIONS/SUBMISSIONS: DRAWING TITLE: �_- O'� DATE: DESCRIPTION: 07/08/14 50%REVIEW ! C, 12/15/14 PRLUMVIARY 3g i si ov15/15 Rio 15AVEMC `IT FLOOR PLAA 02/02/15 UP-RLAA0/1 3/10/15 PERMIT 4/25/15 CO/j/TRUCTIO/I f 511A5 bUILUTAG DEPT.COMMEffj/ CAD FILE NAME: ' 06/05/15 APDE7IUUM 1 L OIIM117 REVY1O712-bA/'EM"T PLA/1 2 1770 A-01 P PROJECT TITLE: DATE: NSA PROJECT #: N EMSCHICK SILVERMAN/01RCHITECTS P.C. "...the business of ARCHITECTURE." MITCHELL R�J'IDENCE 1/13/15 151770 fF. _..._......_..._.........._...... _._ _._—_.. _—_. _. .. —.. .---- -........ --- ...---.................. _ ...._.... ........... ..------ _ - - _........_...—.. _......._.._. _. .__...._.._.._ — —_._.._._.._... .... _- -- _.. — ..._ _ _ ..... SCALE: DRAWINGe7 RI)--.--------- PECO/yl Y 1 958 t _-- ___._-------. ..._._... _._..._....._._.._.... ______..............._......._.. ....__........ ._._........__..___ __ _... - ..._ _......_. - --... ._. / NOTE Phone : 631-734-7007 Fax : - - 7 moo http://www-ns—arch -com pCOPYRIGHT 2014 NEMSCHICK SLSECTION: BLOCK: LOT: DRAWN BY:VERMAN ARCHITECTS P.C. 86 7 ZcA ',r_)IES0r_ r T0%VN CODES PLUMBER CERTIFICATIOft� 'MUSS PLAC/UF1D',',,'3 N IDITIONS OF ON LEA D COWEN T DEF017E AS RE�k--WIRED CER TIFICA TE OF OCCUPt.NC Y SOL DER USED IN VIA TER SUPPLYSYSTElf CAAWOT L EXCEED 211 0 or- 1 01 L E D. D,%T[-:-FEE: I AT OCCUPANCY OR PLUMBING ALL PLUMBING WASTE USE IS UNLAWFUL &VVATER LINES NEED TESTINIG BEFORE COVERiNG r D C O 2. WITHOUT CERTIFICATE 4. OF OCCUPANCY D;WHIAGE IINPECTI'ONS ARE iiEQU'RED Contact TOS Engineerim!at 765-1560 bcf.,3�_ P-:!CkfiII,OR Provide Enr�lcces cc-r"L !,1L-ET THE lt��t the dra inage has b"�n lm�,, d to Coel YORK F 0,13 U1, LHROR& DES! DO NOT PROCEED WITH FRAf,v1I1N1G UNTIL SURVEY OF FOUNDATION LOCATION HAS BECEN APPROVED. 71 S p 7 IIIIIIIIIIIIIIII,7 IIIIiIiIIIIII7— ...........III ..........IA I77�� IIII ......................... IIIIiI7Wi iF III7 II ,%Vks III*II -7 IIII-#4***P#**vWwff IIIIIIII �7, lIII;7 IA IIIIIr.................... IIIIIIIIt I I4 Iw"IIIIe IIIII ..........;, EP",',7 III ........... IIIe.......... IIIII ...... ......-,IF II ..........IIIIIIIIIIIIIIIIII ..........IlIIIIIII14 I ............. IIII'ell IIIIJagm IlIIIIIell, IIIIIIIII7 IIle, II7 II '71 IIil�4........ IIIlei IISEAL- REVISIONS/SUBMISSIONS: DRAWING TITLE: DATE: DESCRIPTION: 07/08/74 50%RrVIrW 12/15/14 PRrUMVIAW 01/15/15 blu C0VLRjHI1r_T 5/13/15 PUMIT -7 No.02 086 CAD FILE NAME: 177O_Qf_O.1 NEMSCHICK SILVERMANARCHITECTS P.C. PROJECT TITLE: DATE: NSA PROJECT 15 17— he business of ARCHITECTURE.- .damft to-No ......on- do --mom-Er" MITCNr-LL RUIPEACr- 1/15/15 71-52 001A/i AECK RI) 41 SCALE: DRAWING NO.: PECOAIC, ff 11958 33105 Main Road, Cutchogue, New York 1 1 935 mop .......... . ..... ............ ........................... Af/10Tr_1) Phone : 631-734-7007 Fax : 631-734-7347 SECTION: BLOCK: LOT: DRAWN BY: c COPYRIGHT 2014 NEMSCHCK ARCHITECTS P.C. 00 86 7 8 PROPOiLp RLj1pL/1cn 7152 I /IPIA/l /ILCK ROAP PECO/11c /ILW XORK Z�RAX1N6 ABBREVIA 7/0N5 N07E5 A. AREA QTY. QUANTITY GENERAL NOTE5 SYMBOL DESCRIPTION SYMBOL. 17B50R/PT/ON A.B. ANCHOR BOLT RD. RADIUS FENGE5, q ALL ME5H 5HALL BE 5PLICED 50 THAT THE OVERLAP BETWEEN OUTERMOST 4. BEAM GONNEGTION5 5HALL BE DE5/6NED TO HITH5TAND ONE-HALF THE A.G.I. AGO l RD. ROG'F DRAIN 1. ALL WORK 15 TO CONFORM TO THE RULES AND REGULATIONS OF THE 17. ALL 5U96ON7RAGTOR5 SHALL PROVIDE ALL EQUIPMENT, TOOLS, RECPT. RECEPTACLE /N5T/TUTE LOCAL BU/LDING DEPARTMENT AND THE N.r5. RE5/DENT/AL GON5TRXTION 7RANSPGN�TA T/ON,SAFEGUARDS,ETC.,AS REQUIRED FOR THE PROPER CRO55 W/RE5 GF EACH 5HEET/5 NOT LE55 THAN THE 5PAGING OF THE MAX/MUM ALLOWABLE UN/FORM LOAD FOR THE PARTICULAR BEAM AND A.D.A. AMERICAN5 WITH REINF. REINFORCING CODE. NO NOTE OR DETAIL OR LACK THEREOF 5HALL BE CON5IDERED EXECUTION OF THEIR WORK. CRO55 HIRES PLUS TWO INGHE5, UNLE55 OTHER 15E SHOWN ON THE SPAN CONDITION5 SHOWN OR THE LOAD INDICATED ON DRAWIN575, SECTION TAG- SEE DISABILITIES ACT DN. DOWN AS RELIEVING THE CONTRACTOR FROM EXECUTION OF ALL WORK IN DRAWING. WHICHEVER IS GREATER. x o ELEVATION TA6- ADH. ADHE51VE DR. DOOR l8. ANY DEVIATIONS FROM THE ARCHITEGT5 DRAWINGS "6T BE 5U5MIT7E9 - AG�.ORDANGE WI TN ALL STATE AND/OR LOCAL GORES. DWG. A5 NOTED X A.FF COVE DTL. DETAIL TO THE ARCHITECT IN WRITING FOR APPROVAL. 10. ALL FOUNDATIONS SHALL BE CAST ON UNDISTURBED OR CONTROLLED 5. MELDING 5HALL BE IN ACCORDANCE WITH AWS SPECIFICATIONS USING x-X 5EE DWG. A5 NOTED FINISHED FLOOR DWG. DRAWING 2 ALL ELECTRICAL WORK TO BE FIRE UNDERWITER5 IN5PEGTED AND COMPACTED SOIL HAVING A MINIMJM BEARING CAPACITY OF TNO(2) TON5 E70 XX ELEG7RODE5. DHLS. DOWELS ACT. ALTERNATE lq. EACH CONTRACTOR AND SIJBI.ONTRAGTOR SHALL BE RESPONSIBLE FOR LA. EACH APPROVED. 5UBMIT CERTIFICATE TO OI1TER UPON RECEIPT PER 50UARE FOOT UNLE55 OT7-IER 115E NOTED(5UB IEGT TO FIELD ALIALUM. ALIIMIhRIM MAINTAINING SAF1=/Y ON THE JOB SITE DURING THE GONS7RUGTlON 6. ALL BOLTS SHALL BE ASTM A 325N AND SHALL BE INSTALLED TO A SMk' ELF.5. EXTERIOR INSPECTION AND VERIFICATION BY CONTRACTOR) G0%lp/TION AS DEFINED IN AISG SPECIFICATIONS. ANOD. ANODIZED PHASE TO GOIMPLYWITH THE REGULATIONS AI1lD REQUIREMENTS OF THE INSULATION 3. ELECTRICAL CONTRACTOR TO VERIFY 1"LEG7RlGAL SERVICE AND PARCEL OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION. THIS SHALL A.N.5.1. AMERICAN FIN15H 5Y5TEM FOR ADEQUACY IN PROVIDING NEW ELECTRICAL INSTALLATIONS AS ll. MAXIMUM 57EP OF FOOTINGS SHALL BE ONE VERTICALLY TO TWO x TAG- 5EE DWG. X-X FIN15H TAG- 5EE FIN15H NATIO ELEV ELECTRIC/-AL 5HOkYN ON THE PLANS UPGRADE, 5ERVICE, METER AND PANEL A5 MAY INCLUDE,BUT ARE NOT L IN/TED TO: PROVIDING ALL NEGE55ARY HORIZONTALLY WHERE ELEVATIONS CHANGE. 7. ALL NELDER5 5HALL BE CURRENTLY CERTIFIED. THE FOLLOWING LEGEND $ CEIL ING FIN. ELECT. TEMPORARY 5UPPGRT5 AND BRACING A5 MAYBE REQUIRED PRIOR TO GERTIFIGATION5 ARE ACCEPTABLE: NEW PORK 57ATE, NEW PORK CITY INSTI ANTE BE R-60RED X-x AS NOTED ELEV✓EL.. ELEVATION THE THE INSTALLATION of NEW 5T�7URAL ELEMENTS,AS WELL A5 DEFT. of BUILDINGS, OR TESTING LABORATORY GERTIFIGATION TO THE AlNS LEGEND APPROX. APPROXIMATE I2. ALL RETAINING WALLS 5HALL BE A0606ATEL Y BRACED DURING ARCH. ARCHITECT/ ENG. EQUALER/ED 4. ALL PLUMBING WORK TO BE IN STRICT ACCORDANCE WITH N.Y.5. CODE ADEQUATE AND PROPER BARRICADES, RAILlN65,LIGHTING, STAIRS,ETC. CONSTRUCTION TO MAINTAIN 5AFE7Y AND STABILITY. BAGKFILLING SHALL �,qL EQ. EQUAL REQUIRID TO PROTECT THE hORKMAN OWNERS PERSONNF_L AND AND ALL APPLICABLE LOCAL RE6ULATION5. NOT BE PERMITTED UNTIL CONCRETE H45 ACHIEVED q0�OF THE 5PEGIFIED DINERS FROM IN.�CIRY DUE TO GON5IRUGTION WORK. PROVIDE FREE PAINTING AVG. AVERAGE EQUIP. EQUIPMENT DE5/6N 5TRENG7N. PLUMBING AND SAFE PASSAGE FOR PERSONS TO AND FROM AREAS AND B.O. BOTTOM OF ETC. ETCETERA 5. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. CONTRACTORS FACILITIES HH1GH ARE TO REMAIN /, ALL STEEL AFTER FABRICATION SHALL BE THORGIAGHLY GLEANED OF RUST, - ELEVATION X_X ACCE55ORIE5 TAG- BV. BOARD EXIST. EXISTING LIABILITY,hORKMAN5 COMPENSATION, COMPLETED OPERATIONS,ETC. 13. ALL CONCRETE SHALL ATTAIN A MINIMZM 5TRENGTH OF 3,000 P5I® 28 BENCHMARK 5EE ACCE550RIE5 BLDG. BUILDING EXF EXP05ED AD60VA7E FOR T1 E PURP05E5 OF TH15 PRO.EGT AND FLRNI5H PROOF OF DAY5. FOUNDATION, 5LAB5 ON GRADE AND CONCRETE EXPOSED TO DIRT,L005E MILL 5CALE,AND OTHER FOREIGN MATTER AFTER GLEANING, B.F.P. EX BACK FLOW r EXTERIOR SAME TO THE OWNER PRIOR TO GOIMMENGING WITH WORK. 20. F16ARF_D DIMENSIONS 5HALL 6OVERM 5MALL 5CALE DRAWINGS WHERE FEATHER 5HALL BE AIR ENTRAINED 5TEEL 5URFACE5 5HALL BE SHOP-PRIMED WITH ONE GOAT OF METAL LEGEND PREVENTOR F.D. FLOOR DRAIN DIME761ON5 ARE E57ABL15HED BY CONDITIONS 1F EXISTING, EACH PRIMED AND ONE COAT COLOR TO BE SELECTED BY OWNER PAINT COA75 BLK. BLACK FDN. FOUNDATION CONTRACTOR 5HALL MEA5URE EXISTING CONDITION5 PRIOR TO ORDERING 14. ALL CONCRETE REINFORCING 57EEL SHALL BE 1N ACCORDANCE H17H A5TM SHALL BE FULL AEUING, APPLIED THORG'UGI-ILY AND EVENLY TO THE 6. EACH 5!)BroN77ZAGTGR SHALL 5l/BMIT A COPY OF Hl5 INSURANCE SURFACES AND FREE FROM SPRAY DUST, RUN5 OR SA BLKG. BLOCKING FIN. FINl5H K. S GS EXTERIOR FIN15H TAG- BRO. BEARING FIXT. FIXTmR COVERAGE(WORKMANS COMPENSATION, LIABILITY,DISABILITY) TO MATERIALS AND COMMENCING W1TH hOR A-615 GRADE 60 DEFORMED BAR ROOM ROOM NUMBER 5EE EXT. MATERIAL BTM. BOTTOM FLR. FLOOR THE OWNER PRIOR TO GOMMENGING WORK. EACH 5UBGONTRACTOR SHALL 2. PRIMER SHALL BE RU5T-0-LEUM 1069 RU5T-INHIBITING PRIMER OR I-XI2/. GENERAL CONTRACTOR AND H/5 5UE35 ARE RE5PON5/BLE FOR ALL LAY- 15. 11ELDED WIRE!MESH SHALL BE 1N ACCORDANCE Hl7H ASTM A-185 0 XXX TAG BTN. BETYIEEN FRZ. FREEZER SUBMIT LIEN RLLEA5E5 PRIOR TO REQUESTING FINAL PAYMENT. OUT WORK, INCLUDING 5PEGIF/ED LAY-OUT DRAHIN555 A5 REQUIRED. APPROVED EQUIVALENT. 5E60N9 GOAT 5HALL BE RU5T-0 LE)M 1060, OR LEGEND15/TE CAB. CABINET FT FEETf00T GENERAL CONTRACTOR 5HALL COORPINATE RESPECTIVE SUBCONTRACTORS 16. ALL 5TRUG7URAL MEMBERS 5HALL BE POURED FOR THEIR FULL DEPTH5 IN APPROVED EQUIVALENT FTC. FOOTING 7. CONTRACTOR 5HALL AT ALL TIMES PROCEED WITH WORK A5 TO MINIMIZE G.G.E.: COMPACTED GA 6A6E/6UAGE 50 AS NOT TO GAUSS UNDUE HARDSHIP,DELAY AND INTERFERENCE HITN ONE OPERATION. GONSTR(.L'TION.,DINTS SUCH A5 A DAY5 POUR JOINTS 6RAM)LAR FILL THE OWNER5 INCONVENIENCE,AND 5HALL DO 50 IN A WORKMAN-LIKE SHALL BE LOCATED IN THE MIDDLE OF THE SPAN, MAIN REINFGRGING TO GAL. GALLON GONDIUGT OR WORK. 3. AFTER 1-7ZEGTlON, TOUGH UP ALL FIELD CONNECTIONS AND ABRADED G.J. GQNTROL JOINT &ALV. GALVANIZED MANNER. RUN THROUGH THE.,DINT KEY AND 1ROb6HEN JOINTS TO EXPG5E SURFACES WITH SAME TYPE OF MATERIAL USED FOR SHOP COATING. DOOR TAG- _ PROP05ED WALL5 G.L. CENTER LINE G.G. GENERAL 22 CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY TH15 kVRK FROM THE AGGREGATE FOR CHEMICAL BOND. GL6. CEILING CONTRACTOR 8. ALL 5ALVA6EABLE MATERIAL5 AND EQUIPMENT INCLUDING FIXTURES I1/0OD SCHEDULE $ - REFER TO FLOOR GLOS. CLOSET 6D. GRADE FURNISHINGS AND DECOR ITEMS SHALL BE STGRE7J AND PROTECTED FROM SITE AND DISPOSE OF IN A LEGAL MANNER ON A hEEKLY BASIS OR O DAMAGE UNTIL THE OWNER DETERMINES THE GaP,5E OF ACTION TO BE -` IF CONDITIONS WARRANT. l7. NO HORIZONTAL JOINTS SHALL BE PLACED IN WALLS EXCEPT AS SHOWN ON DOOR SGHD. PLANS FOR SIZE GLR. CLEAR GL. GLASS I. ALL LUMBER SHALL BE DOI:(6LA5 FIR LARCH NO. 2, FB = 875 P5/, FV= qS COL. COLUMN GYP. 6Y95UM THE DRAWINGS,WITT-IOUT THE APPROVAL OF THE ENGINEER CONC. CONCRETE HC. HANDICAP TAKEN WITH SAME 23 AT THE COMPLETION OF hOW,, THE 517E I5 TO BE CLEARED OF ALL PSI,E_ 1,600,000 PSI, MAXIMUM MOISTURE CONTENT lq�. COND. CONDUIT ACCE551BLE DEBRIS AND EXGE55 MATERIAL5: THE FACILITY IS TO BE LEFT BROOM /6. MAXIMUM LENGTHS OF FOUNDATION WALL POUR IN ONE OPERATION SHALL PROP05ED DOOR CONN. CONNECTION H.G. HOLLOW GORE q PROTECT AND MAINTAIN EXISTING UTILITY L1NE5 WHICH ARE TO GLEANED AND kVRK 15 TO BE COMPLETED TO 7HE TOTAL 5AT15FACTION BE NO MORE THAN 7NO CON5ECUTIVF COLUMN DIM. OR 60 FEET. 2 ALL 5TUD LUMBER 5HALL BE DOU6LA5 FIR LARCH STUD GRADE, FB = 675 WINDOW TAG- REFER r0 FLOOR GON5T, GON5T RUCTION H.D. H16H DENSITY REMAIN IN 5ERV16E 1N 5UGH A MANNER AS TO AVOID INTERRUPTION OF OF THE OWNER PRIOR TO RELEASE OF FINAL PAYMENT. P51, FV= q5 P5I,E= 1,400,000 P5/, MAXIMUM MOISTURE CONTENT<Ms. O SCHEDULE CONT CONTINUOUS HHD HEADER RE THERE LINE5. IME55 OTHERWISE NOTED,ALL EXISTING UTILITIES SHALL BE Iq CONCRETE CONTRACTOR TO BE RESPONSIBLE FOR 5ETTIN6 ALL ANCHOR PLANS AND SGHED. COMM.TCONTRACTOR HDHD. HARDWOOD ALTERED, GAPPED, OR RELOCATED 1N A MANNER APPROVED BY THE 24. THE ARCHITECT HA5 NOT BEEN RETAINED FOR ADMINISTRATION OF THE BOL75 AND LEVELING PLATES 3 ALL WOOD CONSTRUCTION SHALL COMPLYH/TH THE NATIONAL DE5/6N DOOR SGHD. FOR 5/ZE G.T. CERAMIC TILE H.M. HOLLOW META I- GOVERNMENTAL AUTHORITIE5 AND UTILITY COMPANIES HAVING.LR15VICTION CONSTRUCTION OF TH15 PROTECT 5PEGIFIGATION FOR WOOD CONSTRUCTION,LATE5T EDITION. G.S.I. G ECIFICGTION G 167HT T 5) 50 A5 TO GUARANTEE A COMPLETE INSTALLATION. SPEGIFIGATION /•/T HE 20. PROVIDE GONTIIJJXJUr 2x6 TREATED 5ILL PLATE OVER TERMITE SHIELD IN5TITU7E H.VA.G. HEATING, 25 CON7RAGTOR5 SHALL COOPERA TE WITH ALL OTHER TRADE-5 AND WHERE TIED INTO FOUNDATION HALLS WITH 5/8"ANCHOR BOLT5 3'-0"o.c. (/'-0" 4. ALL "D EXP0589 TO WEATHER SHALL BE GGA TREATED IN PROP05ED CU. G!)BIG VENTILATION,AIR A CONTRACTOR 5HALL PROTECT,PATCH AND REPAIR ALL EXI5TIN6 WORK REQUIRED INSTALL ALL BUILT-IN kMK, 5LEEVE5, IN5ER75,ETC.,A5 MAX. FROM ALL CORNERS)WITH 10"min EMBEDMENT: PROVIDE 5ILL AC60RDAZE WITH AFPA 57ANDARD5. x REVI5ION TAG FIXTURE5 FOR DEL• DOUBLE CONDITIONING ADJACENT TO H15 NOW, OR DAMAGED A5 A RE511LT OF H15 WORK. REQUIRED FOR A COMPLETE JOB. SEALER AND GROUT 5ILL PLATE TO WALL. DEG. DEGREES 1.6. 150LATED 6ROUND WHERE EX15TIN57 MATERIALS ARE TO BE MATCHED, GARS 15 TO BE 5 ALL WOOD CONNECTORS 5HALL BE BY "5IMP50N; "TECO, OR FUTURE DIA. DIAMETER INGHE5 TAKEN 1N BLENDING COLORS AND REPUGATING ADJACENT FORM5 AND 26. 5EE N.Y.S. BUILDING GONSTRUGTIONG0OUE MANUAL FOR REQUIRED A00D " APPROVED EQUAL. DIM. DlMEN510N INCL. 1NGLUDE/ED FRAME NAILING 5GHEDULE. 2/. FLOOR SLABS ON GRADE TO BE 4 POURED CONCRETE WITH bxb/1.4X1.4 GA. 1N5UL. INSULATION INFO. INFORMATION GONTOUR5. WIRE REINFORCING AND 571EL AROYEL FINISH. PROVIDE 1/2" INT INTERIOR /N5TL. INSTALLATION/ PREMOULDED EXPANSION J0/N fi%6 AT FLOOR 51_AB AND FOUNDATION 6. MEMBERS DE5I6NATEJ A5 "GANG LAM"OR "LAMINATED VENEER LUMBER"OR COMBO CARBON MONOXIDE SMOKE DETECTOR --BQX JACT10N BOX REQD �QU�D 12. BEFORE 569MITTIN5 ANY PROP05AL, IT SHALL BE THE RESPONSIBILITY CONCRETE HALL. PROVIDE 2"(XR-l0 min)RIGID INSULATION 2'-0"EACH WAY t" LVL SHALL BE MANUFACTURED 1N ACCORDANCE WITH 5PECIFIGATION5 BY SMOKE DETECTOR SHALL BE J5T. J0I5T OF THE CONTRACTOR TO FAMILIARIZE HIN5ELF H17H ALL EXISTING HEATED SPACES). LOU151ANA PACIFIC CORP. NO 5695T17UTE5 5HALL BE PERMITTED WITI�IOUT SHALL BE HARDWIRED JT JOINT RM ROOM CONDITIONS, MATERIAL5 TO BE MATCHED,{1ORKING SPACE AVAILABLE, L ALL GONGRETE WORK SHALL CONFORM WITH THE REOUIREMENT5 OF TIE THE ENGINEERS APPROVAL.DESIGN 5TRE55E5 ARE A5 FOLLOWS: FB = O HARDWIRED TO CENTRAL O TO CENTRAL SYSTEM IN 5UPPLER R.RO. ROOF RQt6HpFI ANT 5AFE7Y PREGAUT/ON5,ETC. REQUIRED FOR THE 5AFE AND EXPED/T/0U5 AMERIGAN CONCRETE/N5T/7U7S A.6.L 310 LATF5T EDITION. 22 ALL 5LAB5 ON GRADE 5HALL HAVE TH/GKEN/NG5,DEPRE55/ONS, 2,g5OP5/, FV= 290P5/,E=2,000.00OP5/ SYSTEM WI TH BATTERY LAM LAMINA VATOR 5AN. SANITARY EXECUTION OF TH15 CONTRACT. FAILURE TO DO 50 WILL NOT BE OPENINGS WITH BATTERY BACKUP LAV. LAVATORY 2. CONCRETE CONTRACTOR TO SET AD PLACE FOR1M5 WITH STRICT ETC,A5 REQUIRED OR A5 SHOWN HEREIN OR ON 7 THE ARCHITECT SHALL PROVIDE CALCULATIONS TO THE GONTRAGTGR FOR BACKUP LBS P�� 5C. 5OL19 GORE GAV5E FOR EXTRA C05T5 TO THE OWNER OR OHNER5 REPRE5ENTATIVE5. ATTENTION AND CARE TO ALL DAT'M, FLOOR AND GRADE ELEVATIONS ARGHl7EG7I)RAL DRAWINGS VER/FIC HI T 55OF LOADS AND BEAM 5/ZES WITH To 7 PRIOR TO ORDERING L.F. LINEAL FOOT 5CH9• 5GHEDUL E CONTACT THE ARCHITECT IMMEDIATELY lF FIELD CONDITIONS ARE LIST 0 J�T"t i�jI I�l L.P. LOW POINT 5ECT. 5EGTION F01W TO BE OTHER THAN TH05E 5HOWN HEREON PRIOR TO PROCEEDING 23. PROVIDE POCKET5 IN WALL FOR COLUMNS,BE AM5 AND SLABS AN9 MANUFACTURE. NOTIFY ARCHITECT OF ANY DI5CREPANGIE5, IN WRITING, I 5.F SQUARE FEET 3. CONCRETE PROTECTION FOR REINfWCEMENT 5HALL CONFORM TO LATEST MINIMUM BEARING ON WALL5 OR BEAM5: 4"FOR 5LAB5, 0"FOR BEAMS, 5HOUL.D THERE BE A PROBLEM. MAIL. MATERIAL H17H WORK AFFECTED BY 5AME. A.G.I. SPECIFICATION. MAX. MAXIMUM 5HT 5HIET U.O.N. MECH. MECHANICAL 5/M. 5IMILAR 13 CONTRACTOR 6. THE CONTRACTOR 5HALL BE RE5PON5/BLE FOR COORDINATING ALLCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO 4. ALL TEMPERATURE REINFORCING SHLL BE 5UFFlGIENTLY EMBEDDED TO MPG. MANUFAG7VRER 5M. 5MALL 24. TOP ELEVATION OF 5LAB5 SHALL VARY ACCORDING TO FIN15H FLOOR REQUIRED INSPECTIONS OF THE RG7�l6H AND FINAL FRAMING G5-0.I- COVER SHEET MIN. MINIMUM 5PEG5. 5PE61FICATION5 FABRICATION. DEVELOP FULL 5TREN57TH IN ALL GONGRETE HALL5 AND 5LAB5 MATERIAL. 5EE ARCHITECTURAL DRAWINGS. MI5C. M15GELLANEOU5 56T. SQUARE q• REFER TO DRAWING C5-2 FOR DE51GN LOAD5. G5-1 - N0TE5, LEGEND, ABBREcVIATONS $ PLUMBING M. MILLIIMETFR 59 FT. SQUARE FEET 14. DI5CREPANCIE5,ERRORS, OM15510N5,ETC., 1N ANY PORTION OF THE 5 PROVIDE ADEQUATE TIE5 FOR ALL 5TEEL REINFORCED 1N 5LAB5,BEAM5, " " MR MOISTURE 25. IN ANY APPROVED CONSTRUCTION JOINT, PROVIDE 2 X 4 KEY MIN. AND 24 R/51=R DI�GR�M 5S, 5/5 5TAINLE55 5TFEL DRAHINC75 WHICH ARE AT VARIANCE WITH THE LAW ORDINANCES, RULES PIERS,AND WALL5, REINFORCED TO BE HELD AT CORRECT DISTANCE FROM " RE-515TANT 57D. 5TANDARD OR REGULATIONS,BEARING ON THE COMW T OF THE WORK 5HALL BE FORMS AND EARTH BY STEEL CHARS OR TIES BAR DIAMETER LAP(l6 MIN)OF REINFORCING,EXCEPT FOR 5LAB5 ON Mm. MOUNTED GRADE. G5 2 - CODE COMPLIANCE NOTB5 $ DEcTA/1-5 Mm. METAL 57L. STEEL REPORTED PROMPTLY TO THE ARCHITECT. N.I.G. NOT 1N CONTRACT 5TRUCT. 5TRb671#RE/--AL 6. FOLLOW C.R.5.1. RULE5 FOR PLAC0 ALL REINFORCING 5TFEL. AND 26. SLAB ON GRADE SHALL BE POURED 1N 5MIP5 CON57RXTION OR CONTROL l0. ALL CONGEALED 5PAGE5 IN kWD FRAMING 5HALL BE F1RE57OPPED HITIy FF I - PLOT PLAN $ 5I TES .9E�TAIL5 NOM. NOMINAL 5UPFL. 5UPPLY/-1E P /5 /F CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFER ACCESSORIES JOINTS SHALL HAVE A MAXINNM 5PAGlNG GE 30'�O"IN EITHER DIRECTION. WOOD BLOCKING ACCURATELY FITTED TO FILL THE OPENING AND ARRANGIIJ N01WH.. NUMBER 5USP. 5USPENDED FROM WHAT 15 5HOWN ON DRAWINGS THE ENGINEER SHALL BE D-I - TYPICAL DEcTAIL5 N.SF NATIONAL T/ TOP OF NOTIFIED IMMEJIATEL I AND hORK 5HALL NOT PRO55RE55 UNTIL 7. CONTRACTOR 5HALL 5U9M1T GONCIETE MIX REPORT WITH MAXIMUM AREA OF POUR SHALL BE 2700 50. FT. TO PREVENT DRAFT5 FROM MOVING FROM ONE SPACE To ANOTHER. 5ANITATION TB. THROUGH BOLT A-I - BA55MENT PLAN FOUNDATION T$B TOP t BOTTOM ALL PROBLEM5 ARE RE50LVED TO THE 5AT15FACTION OF THE COMPRE55ION TE5T RE511LT5 TO H5INEER FOR REVIEW PRIOR TO 27 ALL WALL AND PIER FOOTIN65 5HALL BE MINIMUM 12" THICK AND PROJECT H. PROVIDE BRIDGING OLO o.c. MAX(50LIV OR CRO55 BRIDGING). N.T.5. NOT TO 5CALE T$G TONGUE-f GROOVE ENGINEER. STARTING FOUNDATION GON5TRUCTON. " A2 - F/R5T FLOOR PLAN 6 MINIMUMBEYOND ALL FACES GE WALLS AND PIERS J/NLE55 OTHERWISE O.G. ON GEC � TYPICALNOTED. . PG ETC. IN 5TRX7VRAL FRAMING MEMBERS A-B - SEcGOND FLOOR PLAN OPNG. OPENING U.L. UNDERWRITERS I6• ALL SUBG.ON7RAGTORS SHALL BE RESPONS/BLS FOR FILING AND 8. REPRESENTATIVE TEST CYLINDERS WALL BE TAKEN FROM THE GOIVGRETE I2 NO OR HOLE5 FOR P, IN CPT OPTIONAL LABORATORIES GUBTAINING APPROVALS FOR THEIR HORK WHICH MAY BE REQUIRED. PLACED EACH DAY IN AGGORDANC-WI TH c R. CONCRETE 5PECIFICATION5. 28. GROUT USED SHALL BE NON-FERROUS NON-SHRINK GROUT BY IN-PAKT AND 5NALL NOT BE P'RMI(TE A-4 - ATTIC PLAN Orr. OPPG'r✓-17F W. ULTRAVIOLET TESTING SHALL BE PERFORMED AT 1 AND 28 DAYS. 5HALL ATTAIN A STRENGTH OF 4,000 P51 IN 7 DAYS 13. DOUBLE J015T5 UNDER ALL PARTITIONS RUNNING PARALLEL WITH THE JOISTS. PL. PLATE V. VOL T/VOL TALE A-5 - ROOF PLAN PLMB. PLUMBING V.B. VAPOR BARRIER 2q. ALL SLAB TEMPERATURE REINFORCEMENT TO BE FIBERME5H CONCRETE 14. ALL FLOOR AND 5KYL/EI:T OPEN/N65 ARE TO BE FRAMED WITH DOUBLE A-6 - NORTH ELEcVA T/ON PLYWG: PLY"D V.P. VENT PIPE REINFORCEMENT A5 MANUFACTURED BY FIBERME5H CO. OR APPROVED HEA9ER5 AND TRIMMERS Fll-LY JOINED WITH 5TEEL BRIDGES OR "75505" PNL. PANEL VERT. VERTICAL EQUAL. MIXING AND PLACEMENT 5HALL BE IN ACCORDANCE TO A-7 - XE5T ELEVATION PR. PA l'4 HI- to WITHINITHOUT MANUFAG7URER5 SPECIFICATIONS 15 To almlm7E THE HA,&RD OF M0157URE CONDENSATION IN GOLD WEATHER PRE? PREPARATION/ --kv. HOOD AND TO PERMIT 7, E ESCAPE OF HEAT IN HOT WEATHER. VENTILATION OF A-8 - 50UTH ELEVA T/ON P.S.F. POUNDS PER HDW WINDOW 57EEL ATTIC AND CRAWL 5PAGE515 REQUIRED. BLOCKING AND BRIDGING 5HOULD A-q - EA5T ELEVATION 56UARE FOOT W.H. WATER HEATER BE ARRANGED 50 A5 NOT TO INTERFERE WITH THE MOVEMENT OF AIR. P.5.1. FOUND5 PER hR NA TER PROOF L ALL 5TEEL FABRICATION AND ERECTION 5HALL CONFORM TO A15C A-IO - 5E CT/ON 5QUARE INCH H' PE16HT 5PEGIFIGAT10N5 FOR 57RUCTWAL 57EEL,LATEST E PIT10N. 16. ALL CATHLPRAL GEILING5 SHALL HAVE GONTIMV)5 VENTILATION FROM PT PART/POINT WJY..F kaDED HIRE EAVE5 TO RIDGE. 512E 1N5ULATION AGGORDINGLY. PROVIDE 3/4"dlo. VENT A-II - 5EGT/ON PVMT. PAVEMENT FABRIC 2. ALL 5TRUCnRAL. STEEL SHALL BEA5TMA-36,EXCEPT 5TTRXTURAL TUBE A-12 - SEcGT/ON HOLES A5 NEEDED 7h"�J 5K7'LIGHT FRAMING r0 MAINTAIN CONTINUOUS WHICH 5HALL BE A5TM A500 GRADE B. AND 5TRUGTURAL PIPE WHICH SHALL VENTILATION. A-I3 - 5E C T/ON BE A5 TM A50I. 17. DaeL E JOIST5 UNDER ENTIRE BATHROOM AREA UNLESS OTHERWISE NOTED. A-14 - SECT/ON 3. ALL 5TRUG7U4AL 5TFFL L15EE A5 EXTERIOR WALL LINTEL.5 SHALL BE GALVANIZET l8. 71,E GONTRAGTOF.'SHALL 1NGORPGRA7FALL REQUIRED 57RAP5,ANGLES, A-l5 - 5EG T/ON DEcTAIL5 TIES, 5UPPORT5,ETC. A5 MAYBE REQUIRED FOR PROTECTION OF 5TRUCTURE FROM FOR6E5 OF NATURE: TH15 INCLUDES: ROOF TO ROOF ROOF TO WALL 5, A-I6 - STAIR DETAILS WALL5 TO PA 5 AND WALL5 TO FOUNDATION. THE5E FASTENERS/TIE5 A-l7 - 57A/R DETA/L5 SHALL BE A5>MFRD cY 51HP50N OR APPROVED EQUAL. A-I6 - BASEMENT FIN15H PLAN A-Iq - F/R5T FLOOR FIN15H PLAN A-20 - SECOND FLOOR FIN15H PLAN A-21 - BASEMENT ELECTRICAL PLAN BASEMENT RBFLE C 7 ED GEcIL ING aAN 22 - F/R5T FLOOR ELECTRICAL PLAN FIR5T FLOOR REFLECTED GEILIN51 PLAN A-23 - 5E COND FLOOR ELECTRICAL PLAN 55COND FLOOR REFLECTED CEILING PLAN A 24 - ATTIC FLOOR ELECTRICAL PLAN ATTIC FLOOR REFLECTED CEILIN45 PLAN 25 - SCHEDULES 5-I - FOUNDATION PLAN 5 2 - BA5EMENT STRUCTURAL PLAN 5-3 - F/R5T FLOOR STRUCTURAL PLAN 5-4 - ATT/G FLOOR STRUCTURAL 5-5 - ROOF 5TRUGTURAL PLAN 5-6 - 5TRU6TURAL DETAILS P l - PLUMBING RI5ER DIAGRAM SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE: Al A DATE: DESCRIPTION: CO y�T 07108A4 50x REVIEW NOTU, LEDGE 17, APJ15REVIATIO/`If& 12/15A4 Mr-UMVIARY � + - 01/15/15 BID PLUMOG RJR DIAGRAM 02/02/15 61D-REV1/10/1 5/10/15 PERMIT No.02�90/� / r CAD FILE NAME: O V 1770_Qf 01 PROJECT TITLE: DATE: NSA PROJECT #: N EMSCHICK SILVERMANARCHITEC•TS P.C. MITCI�EILL R�/'IDE/10E 1/13/15 15_1770 "...the business of ARCHITECTURE." -Ali SCALE: DRAWING NO.: PECONIC, NY 11958 33105 Main Road, Cutchogue, New York 11935 _ _ �f/VOTED Phone : 631-734-7007 Fax : 631-734-7347 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: ._.. F�ttp://\n/\A/W.n s-a rc lh-Cc)m c COPYRIGHT 2014 NEMSCMCK SLVEWAN ARCHITECTS P.C. 1 OOO 86 7 8 CDf cy0 I DE516N LOAD CRITERIA PER 50. FT.: NOTE: FOUNDATION ANCHORAGE NOTE: LI6HT AND VENTILATION REQUIREMENT5 NAILING SGHE:DULE: PER 2010 RE51DENTIAL CODE OF NEW PORK STATE PER 2010 RE51DENTIAL CODE OF NEW YORK STATE PE:R THE: JN.F.O.M. 2001 TAELr 5.1 LOCATION LIVE DEAD DEFLECTION SECTION R403.1.6 SECTION R303 JOINT DE:SGRIPTION NUMBER OF NUMBER OF NAIL SPACING WOOD SILL PLATE SHALL BE FASTENED TO THE I. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH COMMON NAILS BOX NAILS FLOOR71 FIRST # # 6c FOUNDATION WITH ANCHOR BOLTS. BOLT5 SHALL BE A AGGREGATE GLAZING AREA OF NOT LE55 THEN 8 ROC7 _F..F= ?; MI : . NAILING STRf4PPING �T MIN. 1/2" IN DIAMETER AND SHALL EXTEND A MIN. OF 7 PERCENT OF THE FLOOR AREA OF SUCH ROOMS. EXTERIOR WINDOW / DOOR Hr=ADER5 RAFTERS TO TOP PLATE (TOE-NAILED) (SEE TABLE 3.4 A) (5tE TABLE 3.4 A) PER RAFTER SEC. FLR. 30# 10# L/360 INCHES INTO MA50NRY AND/OR GONCRETE, SPACED A 2. A MINIMUM OPERABLE AREA TO THE OUTDOORS CEILING J015T TO TOP PLATE (TOE-NAILED) (SEE TABLE 3.4 A) (SEE TABLE 5.4 A) PER JOIST NAILING SCHEDULE V: (AS PER wcm woi) MAX. OF 6 FEET ON CENTER AND LOCATED WITHIN 12 SHALL BE 4 PERCENT OF THE FLOOR AREA BEING CEILING J015T TO PARALLEL RAFTER(FACE-NAILED) (SEE TABLE 3 .q A) (SEE TABLE 5 .q A) EACH LAP ROUSH oNUN6 REMIR84ENTS FOR w1NDow oPENIN65 ATTIC 20# 10# L/240 A B NorATION G D E INCHES FROM THE END OF EACH PLATE SECTION. A RUT VENTILATED. CEILING JOIST LAPS OVER PARTITIONS(PAGE-NAILED) (SEE TABLE 3 .q A) (SEE TABLE 3 .q A) EACH LAP ROOF 30# 15# L/240 AND WASHER SHALL BE TIGHTENED ON EACH BOLT TO 3. BATHROOMS, WATER CLOSET COMPARTMENTS AND COLLAR TIE TO RAFTER(PAGE-NAILED) (SEE TABLE 3 .6 A) (SEE TABLE 3 .6 A) PER TIE 2'-0• 2 (U 2x4 I I I THE PLATE A5 PER 2010 RESIDENTIAL CODE OF NEW OTHER 51MILAR ROOMS SHALL BE PROVIDED WITH BLOCKING TO RAFTER(TOE-NAILED) 2-8d 2-I0d EACH END *-0' 4 (u 2x4 2 2 2 D RIM BOARD TO RAFTER(END-NAILED) 2-16d 3-16d EACH END 61-0• 6 W 2xa OR 0)2Xh 3 B 3 TYP.�nDE To YORK STATE. BOLTS A MIN. 1/2„ IN DIAMETER SHALL BE AGGREGATE GLAZING AREA IN WINDOW5 OF NOT LE55 81-0• 1 a 1 (2)2X4 OR 0)2X6 5 5 5 rJN5ATTA +fNrWEN SPACED 6' A5 PER TABLE 3.2A, TABLE 3.2B, AND THAN 3 5QUARE FEET ONE HALF OF WHICH MUST BE NALL. r-P AM I N� 101-01 10 (2)2X6 4 + 4 G E ALIGNED OR RAFTERS NO ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS FACE-NAILED) 2-16d 2-16d PER FOOT 1 i 12'-0• 12 (2)2X6 5 5 5 B KING%TO PLATES PER 2010 RESIDENTIAL CODE OF NEW PORK STATE TABLE R:101.7 TABLE 3.20 PER W.F.C.M. 2001 OPERABLE. TOP PLATE TO TOP PLATE( CATION„ 4. GLAZED AREAS SHALL NOT BE REQUIRED WHERE TOP PLATES ® INTERSEGTION5(FACE-NAILED) 4-16d 5-16d JOINTS-EACH 51DE A.NI M M OF BD NAILS AT EACH END OF 5TRAPPIN65 STRUCTURAL MEMBER ALLOWABLE ARTIFICIAL LIGHT AND A MECHANICAL VENTILATION STUD TO STUD (FACE-NAILED) 2-16d 2-16d 24� O.G. B. of SILL STUDS ON THE RAT cboEs NOT APPLY TO DOORS) fli G.NIMMR OF FULL HE16M KING STUDS AT EACH SIDE OF HEADER F L = SPAN LENGTH, H = SPAN HEIGHT DEFLECTION NOTE: CLOTHES DRYERS EXHAUST REQUIRED 5Y5TEM ARE PROVIDED, WITH A MINIMUM VENTILATION HEADER TO HEADER (FACE-NAILED) I6d I6d VOL.ALONG E06M D.W`IBM OF 160 NAILS END-NAILED T}ROU6M ADJACENT KING STUD RAFTERS HAVING SLOPES GREATER THAN PER 2010 RE51DENTIAL CODE OF NEW YORK STATE RATE OF 50 GFM FOR INTERMITTENT VENTILATION OR TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-I6d 2-16d PER 2 X 4 STUD END OF HEADER AT EACH SIDE SECTION M1502 3-I6d 3-I6d PER 2 X 6 STUD E.NI M ER OF JACK STUDS AT EACH END OF HEADERS 3/12 WITH NO FIN15HED GEILIN6 ATTACHED L/I80 20 GFM FOR CONTINUOUS VENTILATION. VENTILATED (ASsuMIE DOUBLE WAme) JACKS AND KINSS AS AIR FROM THE SPACE SHALL BE EXHAUSTED DIRECTLY 4-Ibd 1 2 4-Ibd 1 2 PER 2 X 8 STUD F.NUMBER OF 160 NAILS END-NAILED THROU6H ADJACENT JACK STUDS SHOM TYP••DETAIL a LEFT TO RAFTERS 1. DRYER EXHAUST 5Y5TEM5 SHALL BE INDEPENDENT OF BOTTOM PLATE TO FLOOR JOIST,BANDJO15T,ENDJOIST 2-I6d 2-I6d PER FOOT TO END OF SILL(5)AT EACH SIDE OOM NOT APPLY To DOORS) ALL OTHER SYSTEMS. TO THE OUTSIDE. OR BLOGKIN6 (FACE-NAILED) INTERIOR WALLS AND PARTITIONS H/I80 2. DRYER EXHAUST SYSTEM SHALL CONVEY THE L:OOR, FRAMINC, INDOW $ DOOR STRAPPING FLOORS AND PLASTERED CEILINGS M015TURE AND TERMINATE TO THE OUTSIDE OF THE J015T TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-8d 4-10d PER J015T L/360 NOTE: EMERGENCY ESCAPE AND RESCUE EGRESS NOTE: BUILDING. BRI06ING TO J015T(TOE-NAILED) 2-8d 2-10d EACH END ALL STRAPPING TO BE 1-1/4"0 6AUSE STEEL OR ALL OTHER 5TRUCTURAL MEMBERS L/240 3. EXHAUST DUCT TERMINATIONS SHALL $E IN OPENINGS REQUIRED PER 2010 RE51DENTIAL CODE OF BLOCKING TO JOIST(TOE-NAILED) 2-6d 2-lod EACH END 'SIMPSON!E-GUNALENT-0520(COILED STRAP) NEW YORK STATE SECTION R310 BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-I6d 4-16d EACH BLOCK (ALL STRAPPING%HALL BE INSTALLED PRIOR TO SHEATING) EXTERIOR WALL5 WITH PLASTER OR ACCORDANCE WITH THE DRYER MANUFACTURERS LEDGER STRIP TO BEAM(FADE-NAILED) 3-I6d 4-16d EACH JOIST STUCCO FIN15H H/360 INSTALLATION INSTRUCTIONS. 1. BASEMENTS WITH HABITABLE SPACE AND EVERY JOIST ON LEDGER TO BEAM(TOE-NAILED) 3-Sd 3-lod PER J015T EXTERIOR WALLS-WIND LOADS WITH L/240 4. SCREENS SHALL NOT BE INSTALLED AT DUCT SLEEPING ROOM SHALL HAVE AT LEAST ONE OPENABLE BAND J015T TO J015T(END-NAILED) 3-I6d 4-16d PER J015T BRITTLE FIN15HE5 TERMINATION. EMERGENCY ESCAPE AND RESCUE OPENING ABOVE AND BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-16d1 3-I6d PER FOOT EXTERIOR WALLS-WIND LOADS WITH L/120 5. EXHAUST DUCTS SHALL NOT BE CONNECTED WITH BELOW GRADE A MINIMUM NET CLEAR OPENING OF 5.7 ROCF= SHEATH INCS BEAM SPLICE 6 PRA6 TIE ACRO55 EAM SPLICE FLEXIBLE FIN15HE5 SHEET-METAL 5GREW5 OR FASTENING MEANS WHICH 50.FT. AND A GRADE FLOOR OF 5 50.FT.. DE516N BY OTHERS EXTEND INTO THE DUGT. 5TRUCTURAL PANELS ed Iod (5EE TABLE 3.8) ��SINGLE PORTAL SY57EM 6. EXHAUST DUCTS SHALL BE EQUIPPED WITH A 2• EMERGENCY ESCAPE AND RESCUE OPENIN65 SHALL DIAGONAL BOARD SHEATHING DALE PORTAL 5Y5TEM MINIMUM UNIFORMLY 015TRIBUTED LIVE LOADS SAGKDRAFT DAMPER. HAVE A MAXIMUM SILL HEIGHT OF 44 INCHES ABOVE I" x 6' OR I" x 8" 2-ad 2-lod PER SUPPORT PER 2010 RESIDENTIAL CODE OF NEW YORK STATE TABLE R=301.5 1 EXHAUST DUCTS SHALL BE CONSTRUCTED OF MINIMUM THE FLOOR. I" x Io° OR WIDER 3-8d 3-IOd PER SUPPORT -- - 3. A MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 ,E 1 L,1 NS ,}• , TH I USE LIVE LOAD INCHES. INCH-THICK RIGID METAL DUCTS, HAVING SMOOTH INCHES. LLSTq S�qP (MIN. INTERIOR SURFACES WITH JOINTS RUNNING IN THE 6YP5UM W GE/WALLBOARD 5d COOLERS 5d COOLER5 T EDGE/ 10-l0" FIELD ; � ; AT BEAM TO HEADER 5EE PLAN 4. A MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 EXTERIOR BALCONIES 60# DIRECTION OF AIR FLOW. INCHES. '�'`L-L- 5HEATHIN 1 ; ' MIN. 16' 4" MAX-.-, �I ; I I� 8. FLEXIBLE TRANSITION DUCTS USED TO CONNECT THE 5. OPENINGS SHALL BE OPERATIONAL FROM THE IN51DE 5TRUGTURAL PANELS 6d lod (SEE TABLE 3 .q) ; /\ ; \/ I DECKS 40# DRYER TO THE EXHAUST DUCT SYSTEM SHALL BE FIBERBOARD PANELS (3)-LTP4 AT 5UPPOR OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS. , � �� LIMITED TO 51N6LE LENGTHS NOT TO EXCEED 5 FEET IN 'i/I6" 6d - 3" EDGE/6" FIELD I / I P05T TO 5TRON6-WAL I 16 4 MAX. I PA55EN6ER VEHICLE GARA6E5 50# LENGTH AND SHALL BE L15TED AND LABELED IN 6. A DOOR OPENING HAVING A THRESHOLD BEALOW THE 25/32° 61 - V EDGE/6" FIELD P05T ACCORDANCE WITH UL 2158A. ADJACENT GROUND ELEVATION SHALL HAVE 6YPSUM IALLBOARD 5d COOLERS 5d COOLERS T ED6E/ 10" FIELD / HEADER SUPPORT PAST jv ATTICS WITHOUT STORAGE 10# BULKHEAD ENCLO5URE WITH WELL5 BEING A MINIMUM HARDBOARD 8d Sd (5EE TABLE 3 •a) , (DE516N BY OTHERS)q. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN CLEAR AREA OF q 5Q.FT.AND A MINIMUM HORIZONTAL GONSTRUGTION. PARTICLEBOARD PANELS 6d 8d (5EE TABLE 3 .q) /ATTICS WITH LIMITED STORAGE 20# PROJECTION AND WIDTH OF 3b" AS PER SECTION 310.3 DIAGONAL BOARD SHEATHING COLUMN BASE10. THE MAXIMUM LENGTH OF A CLOTHS DRYER I" x VOR I" x 8• 2-8d 2-10d PER SUPPORT I (DE516N BY OTHERR5) EXHAUST DUCT SHALL NOT EXCEED 25 FEET FROM THE I I ROOMS OTHER THAN SLEEPING ROOMS 4O# I" x Io° OR WIDER 3-Sd 3-Ioa PER SUPPORT DRYER LOCATION TO THE WALL OR ROOF TERMINATION. NOTE: WIND DE516N PRE55URE FOR EXTERIOR NINDON51 F=LOOP, SHEATH- I NC-� 5LEEPIN6 ROOMS 30# 11. THE MAXIMUM LENGTH OF THE DUCT SHALL BE 6LA55 DOORS AND ANCHORING PER 2010 RE51DENTIAL ! REDUCED 2.5 FEET FOR EACH 45-DEGREE BEND AND 5 CODE OF NEW PORK STATE SECTION R613 5TRUGTURAL PANELS _ STAIRS 40# FEET FOR EACH qO-DEGREE BEND. 1' OR LE55 ad lod 6" EDGE/ IZ" FIELD 12. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES I. EXTERIOR WINDOWS, GLA55 DOORS AND ANCHORING GREATER THAN I" Ioa I6a 6' EDGE/6° FIELD GUARDRAILS AND HANDRAILS 200# DIAGONAL BOARD SHEATHING NOT INCLUDE THE TRANSITION DUCT. SHALL BE DESIGNED TO RESIST THE DESIGN WIND I'x 6" oR I" x 8° 2.8d 2-Iod PER SUPPORT 170U$L� PORTAL A55�MBLY LOAD5 SPECIFIED IN TABLE R301.2(2) AND 15 TO BE I" x 10" OR WIDER 58d 3-I0d PER SUPPORT ADJUSTED FOR HEIGHT AND EXP05URE WITH TABLE I. NAILIN6 REQUIREMENTS ARE BASED ON WALL SHEATHIN6 NAILED b INCHES ON-CENTER AT PANEL EDGE.F WALL SHEATHING 15 NAILED 5 INCHES ON-CENTER AT THE PANEL (51MP50N 5TRON6-TIE L5TA) MINIMUM ROOF LIVE LOADS IN POUNDS-FORGE PER SQUARE ADJUSTED TO OBTAIN HI&HER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL DOUBLED,OR ALTERNATE CONNECTORS,SUCH AS SHEAR PLATES, R301.2(3). PER 2010 RESIDENTIAL CODE OF NEW YORK S+�BE U5W TO MAINTAIN THE LOAD PATH. 1. INSTALL HEADER 5TRAPPIN6 ® EACH END A5 REQ'D PER THE WFGM 2001 TABLE 3.5 . FOOT OF HORIZONTAL PROJECTION NOTE: WIND- BORNE DEBRIS WOOD PANELS CRITERIA 2. WHEN WALL 5HEATHIN6 IS ODNTIWl0U5 OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SPILL BE PERMITTED TO BE REDUCED TO I-Ibd NAIL PER FOOT. PER 2010 RESIDENTIAL CODE OF NEW YORK STATE TABLE R301.6 PER 2010 RE51DENTIAL CODE OF NEW PORK 5TATE STATE SECTION R301 5. ALL TABLES ARE REFERENCED To THE WOOD FRAME WN5TRUCTION MANUAL.2001 EDITION TRIBUTARY LOADED SECTION R301.2.1.2 NOTE: FLOOR SYSTEMS PER W.F.C.M. 2001 550 SECTION AREA IN 5QUARE FEET FOR WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNE-55 NOTE: ASPHALT 5HIN6LE INSTALLATION PER 2010 2.1.5.2 ANY STRUCTURAL MEMBERROOF SLOPE OF VIb" AND A MAXIMUM SPAN OF b FEET SHALL BE- RE51DENTIAL CODE OF NEW YORK STATE SECTION R105 I. FLOOR CANTILEVERS AND 5ETBACK5 SHALL NOT 0 TO 201 TO OVER PERMITTED FOR GLAZED OPENING PROTECTION IN ONE I. EXCEED THE DEPTH, d, OF THE J015T FOR LUMBER 200 600 b00 - AND TWO ASPHALT SHINGLES SHALL BE FASTENED TO A- STORY BUILDIN65. PANELS SHALL BE 1. ASPHALT SHEATHED DECK. J015T 5UPPORTING LOAD BEARING WALL5 AND 5H&L PRECUT AND LABELED WITH IT'S LOCATION OF USE, NOT EXCEED L/4 FOR LUMBER J015T SUPORTIN6 FLAT OR R15E LE55 THAN 4" PER FT. 20 I6 12 WITH ATTACHMENT HARDWARE PROVIDED A5 PER 2010 2• ASPHALT SHINGLES SHALL BE INSTALLED ON A ROOF NON-LOADBEARING WALLS NON SHEARWALLS. (1:3) SLOPE OF (2:12) UNITS OR GREATER. CLIMATIC, AND GEOGRAPHIC DE516N CRITERIA OF THE TOWN OF 5OU7,1101-D RESIDENTIAL CODE OF NEW YORK STATE TABLE 3. UNDERLAYMENT SHALL BE APPLIED 5HINGLE PER 2010 RE51DENTIAL CODE OF NEW YORK STATE TABLE R301.2 N FZ15E 4" PER FT. (1:3) TO LE55 lb 14 112 R301.2.1.2, OR SHALL BE DE516NED TO RESIST THE FASHION PARALLEL TO AND 5TARTIN6 FROM THE SAVE HEADERS (2) 2x6 (2) 2x8 (2) 2x10 (2 2x12 1,2 THAN 12 PER FT. (1:1) COMPONENTS AND CLADDING LOADS DETERMINED IN , WIND SUBJECT TO DAMAGE FROM , ,� ACCORDANCE WITH THE PROVISIONS OF THE BUILDING AND LAPPEDAINCHES AND FASTENED SUFFICIENTLY SUPPORTING: CAN SPAN: GROUND SEISMIC Icy RISE 12" PER FT. (1:1) AND L PLACE. 5NOW SPEED DE516N WEATHERING FR05T LINE TERMITE REQJIRED FLOOD HAZARDS GREATER 12 12 Imo. CODE OF NEW YORK STATE. 4. END LAPS SHALL BE OFFSET BY 6 FT. ROOF ONLY 4' to 6' 6' to 5' 5' to 10' 10 to 12' LOAD MPH O CRITERIA e DEPTH 5. UNDERLAYMENT APPLIED IN AREAS SUBJECT TO HIGH 1 5TORY 4' 4' to 6 6' to 5' Vto 10' MODERATE TO WINDS GREATER THAN 110 MPH. SHALL BE SECURED 2 STORIES - - 4' to 6' 6'to 8' 20 P5F 120 MPH G SEVERE 3 FT. �V, OPTIONAL 5EE PLANS EXAMINER DEBRIS PROTECTION FA5TENIN6 NOTE: GARAGE FIRE SEPARATION 50HEOULE FOR WOOD 5TRUCTURAL PANELS WITH CORRO51ON-RE515TANT FASTENERS IN NOTES: PER 2010 RE51DENTIAL CODE OF NEW YORK STATE ACCORDANCE WITH MANF. INSTALLATION INSTRUCTIONS. PER 2010 RESIDENTIAL GORE OF NEW PORK STATE TABLE R301.2.1.2 - FOR SPANS OVER 4' WIDE, HEADER REQUIRES 2" MIN. SECTION R301 FASTENERS ARE TO BE APPLIED ALONG THE OVERLAP FASTENER SPA( BOTTOM BEARING AT EACH END DOWN TO FLOOR OR IN6 NOT FARTHER THAN 36 INCHES APART ON CENTER. FASTENER 4 FOOT 6 FO01- I. WALL5 AND GEILIN6 SHALL HAVE 5/4 HOUR FIRE 6. UNDERLAYMENT SHALL BE DOUBLE FOR ROOF BOTTOM PLATE. TYPE PANEL SPAN <PANEL SPAN <PANEL SPAN RESISTANCE RATING. - I/2" PLYWOOD SPACERS ARE USED WITH 2x MEMBERS <_ 4 FOOT <_ 6 FOOT <_ 8 FOOT 5LOPE5 (2:12) TO (4:12). TO MATCH 2x4 OR 2x6 STUD WIDTH. 2. ONE LAYER 5/8 TYPE X ON GARAGE 51DE-ONE T FASTENERS FOR ASPHALT SHINGLES SHALL BE - HEADERS TO COMPLY WITH TABLES 3.22A AND 322E 2-1/2" #b 1611 1211 q" LAYER 1/2" TYPE X ON OTHER SIDE. OF WFGM 2001 WOOD SCREWS 3. LIVING SPACE ABOVE THE GARAGE, THE SEPARATION GALVANIZED STEEL, STAINLESS STEEL, ALUMINUM OR COPPER ROOFING NAILS, MIN. 12 GAGE SHANK WITH A 2-1/211 #8 „ „ SHALL BE PROTECTED BY NOT LE55 THAN 5/6" TYPE X MIN. 5/8" DIAMETER HEAD, A5TMF166�, OF A LENGTH TO WOOD 5CREW5 I6 I6 12 DRYWALL. PENETRATE THROUGH THE ROOFING MATERIALS AND A 4. OPENING BETWEEN GARAGE AND RE51DENCE SHALL MINIMUM OF 5/4" INTO THE ROOF 5HEATHIN6. A. THIS TABLE IS BASED INSTALLED N IAL MPH WIND SPEEDS AND A 33 F00T MEAN RODE RENNET. BE EQUIPPED WITH A 45 MINUTES FIRE RATED DOOR G; NAi SHBE10dC ,OR12d13OX AILS ENDS WOODSTRUGTURALPAI$. b. ASPHALT 5HIN6LE5 SHALL HAVE A MINIMUM OF 51X D. MERE SCREWS ARE ATTAGIED TO MASONRY OR MASONRY/STUCCO,THEY SHALL 8E ATiAGIfD vnLIZIN6 A55EMBLY EQUIPPED WITH A 5ELF-CLOSING DEVICE. FASTENERS PER 5HINGLE FOR WIND ZONES OF 110 MPH VIBRATION-R-515TANT ANCHORS HAVING A MINIMUM ULTIMATE WITHDRAWAL CAPACITY OF 490 POUND5. AND GREATER AS PER 2010 RE51DENTIAL CODE OF NEW YORK STATE R301.2(4) OR SAVE 15 20 FEET OR HIGHER ABOVE GRADE. SEAL: ��ED A REVISIONS/SUBMISSIONS: DRAWING TITLE: DATE: DESCRIPTION: 07/08A4 50%REVIEW 12/15/14 PRI!UMVIARY 4 o1/15n5 AID CODE COMPLIA/`ICE/YOTU& DETAIL f 02/02/15 BID-REVIA0/1 5/10/15 PERMIT °� V 0.Q29086 � '; 1 T� CAD FILE NAME: 1770-U-02 PROJECT 1fITLE: DATE: NSA PROJECT #: N EMSCHICK SILVERMANARCHITECTS P.C. "...the business of ARCHITECTURE." MITCHIE LL RIVII)MCE. 1/15/15 13_1770 - --.... _ .� ` - - _ DIAN NECK RI) SCALE: DRAWING NO: - - - PE.CO/YIC, /YY 11958 33105 Main Road, Cutchogue, New York 11935 _-._.-_ _ ____ ..._.______. __ _ __.__ __.___ __. - -... .. ... .. A,J/VOTED Phone : 631-734-7007 Fax : 631-734-7347 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: h tt p://Nniww_n s-a rc hi _co m p - a COPYRIGHT 2014 NEMSCHCK SILVERMAN ARCHTECTS P.C. 1000 86 7 8 CD _ TE5T HOLE Y/G/N17Y MAP MGDONALD GE05GlE%E 5A0Al CESSPOOL � .. BROWN 51L TY ` 5AND fw �eAls qd fegei �" - r'of'n HATER SUPPLY kaL PALE BROWN FINE TO MEDIUM R1500_0,. 5AND % ti ,; O W NO XATER' *� .NOTE: a PLOT PLAN INFORMATION BASED ON SURVEY, �7 ENCOUNTERED I M, PROVIDE MIN. OF to FT. BEThEEN HATER SAMUEL BAB OCK PRELLWITZ DATED JAN 5,2010, PREPARED BY LINE5 AND 5ANITARY POOLS. `v & MARGERY S. PRELLWITZ JOHN G. EHLER5 LAND 51IRVEYOR 6 EA5T MAIN 57REE1 (IMPROVED) RIVERHEAD, NY I1901 00 / 00 CONNECT TO EX15TIN57 PAVED DRIVEWAY. — I I STORMWATER RETENTION GALGULATION5 DIRT ROADWA 1 ICI i L15E MATERIAL AREA (5F)X RUNOFF GGEF = EQUIV. DRAIN DE5IGN X DE51GN RAINFALL = DESIGN VOL. ('G.F) ^ RIGHT OF WAY AS DESCRIBED IN _ i 11'-�•,-1; , ' Z — �1''�''II '' ' 163 65 ROOFING ASPHALT s44o S.F. X l.O X O.16 = 870.4 AREA l G.F STORAGE REQUIRED = 84o V5E(2)DRYWELL5 /0'-6"DEEP �ZED LIBER 10551 PAGE 461 + I '� SHINGLE STORAGE CAPA61TK OF&DIA. RING =42.24 &DIAMETER RING = 2/ V.F O ! 11 � ! � ! 11 � _ � � � I —•--�==T Q1 •_� S2-- • Zn E LOCATION OF NEN PUBLIC 195.98 S26°42 50 E 82.42' - _ _ I,1 1 , I,T _ WATER SERVICE. 3 I EO _ -1 , , , I I AREA l VF. OF 5TORAGE REQUIRED 20.6 V.F. QQ _ u;t 06 / NEN DRYhELL. 5EE 4 - - �I l;I i I i ' Z i Q I� 7� _ _ Q .1 o Znd FL O.H. v _ r,111 I ' 1 1 I 1 ; DETAIL 4, TH�s SHEET. 4 TEsr HOLE O — w. Iri r - rn �� / \ 119.26' o ------� ' 2nd FL O.H. 175.00' �g 117.60 I • N 11 1 0 1 tr C) ti M M 1 0 1+11'a 1 I q 'a O ,r I II 11111 , i J I { 1 1 1 , �W \ ':1:4::i:''•''. I �I 1111 ,11 I m I ,LC9Q , rn \ \ \ ' \ GARAGE ::: :;:•::.:.;. III 1 4 FF ELEV+2/ I� �20= ! I i 1 v ', ��„ cot�J �` ':STONE PO _ L ;► , 1 , , 1 , ,-0" eC',� eo 2 doh„ �` i i i 111 I 1 ' REAR YARD W W a'" .... ..." W j OP05E9 2-5TORY p �� . :N 51NGLEFAMILY �3 c., q `� _ DhELLING LINE OF EXISTING 1 1 1 , 1�1 1 , ' W 111 11 I I W �` FF EL EV+24 _ J HOUSE TO BE 1111' I I 4 Q �. 1` - DEMOLISHER S�� ^' GRAVEL. DRIVEWAY I i i i I Ili II i ' i ' O� KITH 5TONE EDGIN6 36'-6 8, 7„ %:::;:::y UNDERGROUND II I ' i I ' I i II' i 1 O M :.•.•..:. III 1 I '► 1 , '7 00, ' w \ PIPING FROM III , I ' I I '�- `� , - I 1 N a �Q _ _ — LEADERS TO V N EXl5T. WELL TO BE ABANDONED j J 'l1/N °D , O I I i°'��m •�t'�t��, �I t i '`� I� ° 5/TE nA TA PER 5f1FFOLK COUNTRY HEALTH l O O I� 1 NEN DRYI'IELL. I ' I I I F' I caI ' N S 2 04 4'3 0 E DEPT REGULATIONS t�1 LP 5T0 N UTILI�Y POE 5EE DETAIL 4, I ' I i I I I i ' I i I 1 1� 1� INFO BELOW BA5ED ON PROPOSED WORK. EXl5TING 1 N 0 o LIL 23A-� TH15 5HEET I 608.63 0 0 � ; ; � I ;�� I I ; I rn CONDITIONS TO BE DEMOLISHED IN ITS ENTIRETY. FOUND ° ! 11 OVERH � t % ' 1� 1 1\' I 1 ' � ! SGTM# 1000-86-�8 WIRES 10'DIA 2000 GAL SEPTIC PROPERTY ADDRE55 7125 INDIAN NECK RD CONC. MON. N23 44 30 W TANK ' ► LO 3 86.76 IO'DIA. x 10'DP LEACHING EX15T. 5ANITARY 5Y5TEM TO I x� j I PEGONIG, NY POOL BE LEGALLY ABANDONED,AS ZONING D15T R-80 50� FUTURE'EXPANSION POOL POLLUTIONCONTROPER 5bFFLXK L �'1� I0 0„ REGULATIONS 4`o REQUIRED PROVIDED R150 _ - LOT 52E: 60000 5F 36 29 5F A N/0/F i 5 LOT WIDTH: l75 FT +/-65 FT 6 LOT DEPTH. 250 FT +/- 163 FT WAT RICHARD M. CUKOR & MARGARET U.G. CUKOR �- FRONT YARD: 40 FTC' 11N26 FT 1'r (IMPROVED) 51DE YARD: 15 FT* 15 FT hELL BOTH 51,9E YAR05: 35 FT F 36.16 FT REAR YARD: 60 FTf H7.60 FT LIVABLE FLOOR AREA: 050 MAXIhNM PERMITTED DIMEN5/ON5: LOT COVERAGE(PERCENT) 20Z I6� BUILDING HEIGHT 35 FT 34 FT ISTORIES 2112 2 NONCONFORMING LOT REGIUIREMENT5 FOR 20,000 TO 39,949 SF AREA PER 260-124B. BUILDING AREA5: CELLAR FIRST FLOOR 5ECOND FLOOR LIVABLE AREA 2,027 3,065 4,524 PAT105/TERRACES/DEGK5 --- 2,107 414 GARAGE --- 672 �O 00 EX15T. 5EPTIG 5Y57EM SLOT �LAN , SCALE= I'=2o'-0• HEALTH DEPARTMENT APPROVAL STAMP GRADE TRAFFIC BEARING CONCRETE COVER x _ Q o CONCRETE CHIMNEY 00 I I INLET MIN. 4"DIA. I _ APPROVED PIPE �I 20" PITCH 115"PER FOOT. �` MIN. 1=1 0❑❑ EJ El 1i 111= I 1=11 z x 1111I iljMIN. 3'-0' 0❑ 0 E] IN. 3'-0"�-III--I 5OLID GA5T IRON MANHOLE � LOCKING CASTING -111- III-I I' N FRAME AND LID N1TH TYPE "F" TO GRAPE. � =111=1I COLLAR COLLAR �111=� 1=1 I I- I-I I LOCK(4/O)LB NEEHAH FOUNDRY 0 0 - 1=- -III- R1922 TO GRADE I-III_, �rl GRADE NGRADE =IIII -III= '20"MIN. » CHIMNEY 1 II I I II I II �TE P FOR 5/ZEC 50R 35 PIRE D _ GRADE PRECAST GONG. MANHOLE Q 0 M I -I I 0 IYI I : ` ••:. : PRECAST SOLID FLAT TOY' -III- I �I I-I o 0 0 0 6 PRECAST TRAFFIC BEARING MAKE DROP "T" =1 I oo -III- o 0 0 0 EM SLAB TOP- 4000 P.5.I.-REINF. 2ObO GqL -III- I I1=1 ` SEPTIC TANK ACCESSIBLE FOR I-11 I -I I_I- �.. 0 0 MIN 24"CRUSHED 5TONE OR =11 I- I I_I-I ro O O O O '' GRAVEL ON ALL 51DE5 MAINTENANCE. I I E-1 I1 =111= PROVIDE 2'-0"MIN. 5AN9 ' ' /l-� O 111= El I M I > ' RING TO RE5T ON IM15T: 501L __ ___ _ —� OUTLET III-I I[ -I 11- COLLAR ARGYJND RING =111= III-I I WA MIN. BEARING CAPACITY co in ao III-III -III- z ,� INLET: MIN. 4"DIA. MIN. 4"D1AM. -1 h -1' I ,� OF 2 TONS/SF. o APPROVED PIPE -I -III; N ti.. 671 .0. APPROVED PIPE, - -� , . '''T : ' . `'. . ' " ' - PRECAST RING- 4000 PSl DE5I6N FOR AN 6 BEDROOM " I o " -III=1 1- SINGLE FAMILY RESIDENCE. PITCH 114 PER FOOT. I PITCH 1/0 PER L� ;1=1 RE1NF- TYPICAL LEACHING z FLOW FOOT II Z — _ POOL BAFFLE `n BACK FILL MATERIAL MlNIMIM 6' J. PENETRATION O TO BE GLEAN 5AN9 INTO A VIRGIN I AND GRAVEL. 10'-0" 5TRATA OF _... SAND AND HIGH 5EA50N GROUND WATER SEAL: alp A,� REVISIONS/SUBMISSIONS: DRAWING TITLE: �C� n�, Cti�� DATE: DESCRIPTION: GRAVEL. �� 07108AA 50%RMVIEw �I ' Y p I S PTIG TANK w I I •'� I 12115A4 f� SI I T I IO I i. LE>�GH CHINS COOL � Y/ lI..i. DETAIL ` I :� + a '� 17J15/14 PRLLIMIIiARY ITE PL�/'I j 0210215 P,ID SCALE=N.T'S. SCALE=MTS. SCALE=N.T.S. �.029086 2 SCALE=N.TS. � � S/10/15 Pr.RMff 02/02/15 61D-RCVIJIO/1 �-��. CAD FILE NAME: 1770 PP.1 PROJECT TITLE: DATE: NSA PROJECT #: N EMSCHICK SILVERMANARCHITEC:TS P.C. MITC�IELL R�.J'IDE/YCE 1/13/15 13_1770 ".. .the business of ARGHITECTURE." SCALE: DRAWING NO.. PECONIC, NY 11958 33105 Main Road, Cutchogue, New York 11935 -... _.. __ .......... _.. ......_. ._._..................... .._. ._..._.......__._....._... -.. ...... . �........ -- �. ............. OO Af/VOTED Phone : 631-734-7007 Fax : 631-734-7347 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: . h tt p://vvvvvv.n s-arch .co m ®COPYPoGHi 2014 NEMSCHCK SILVERMAN ARCHTECTS P.C.11 1000 80 7 8 ECF PAY _ � -�j 2013 i 1°ROIrIDF HII6M -- - --� GRATING OY o }'Yll'VON hML co 1--BOUOMOFAFLL To � A.�Baay 51LL //,�ryAVj�n ' T I2•l LAVIRER,'Ilm) =3 ATrAGlEp rO H .n AREA DR41NCl Cl H J c 'f Z A e .'O .2/ m 2= y N 1� CLAD ItT/M7E Gam` ANT IlINDpyl TOP OF pl!rcn ~ACARED BY ® T-O"AF.F. en MARVIm mlool,6. slLc: 40' F. 12!3.2'x 44" lMIR 40V m I w Nemschlck Silverman Architects APOLl u #1 v 33tX51,1aM Rnaa,Ca '...t"wd•"•a.nnr,��- o ��jaa,��Yak 11935 �,1 T"1e � o e:631-T;i:-7Wr� Fax:631.734-7Ur �W \http:!/vvww.na�arch.corn kI1Cri11RLAVt :t � o '� — ?IS?l'�W11iC.1;pp 1S 1 n4K[ N pt'-CQT�CIR'iIg55 ��R ANTE JK I T �V�OTtJ! N (J7 m USE EVERY OT14ER NAIL HOLE USE EVERY OTHER NAIL HOLE IN A ROW TO PROVIDE THE LEN6TH N A ROW TO PROVIDE THE CODE-REQUIRED MINIMUM 5INw-ON57ROW-77EGS 5145 NL5TA- CODE-REQUIRED MINIMUM END GOILm5TRAPa16.O.G. a EACH RAMER Riv<sEvarl 12 UP CENTER-TO-CENTER LEN6T+� CENTER-TO-CENTER STUD FAG SPACING FOR NAILS. RIB SPACING FOR NAILSROOF RAF7ER o o O.G. _ 7 4 ° ,; a CLEAR 5PAN a 0520 STRAPD o 0 a PROVIDE MINIMUM LTIi END 015TANCE WRAP PLATE ° EQUAL NUMBER OF &Q6E L ETA ; (51MPeON 5TRON(5-TIE 05) 517E0IFIED NAILS I. INSTALL STRAPPING AS REQV PER IN EACH END RAPrez TO RAr-rEe FLooR.aisr eRlMiMs THE WFCM 2001 TABLE 2.2A AND 3.38. VW ON 57FUSQ-77E Q COXED 5neaP LOAV PA Mn QQR FRWN6 DETAIL eN",Z LAN ONW-M 91,�-TE Tom, L WALLT!!b Im917•!KM RMa° L WALL 71 a l6'1 At M WOM 2M TAZU SA L RSTII.L(A°OC6 ERm6N°1•f/Ob'OL. MLL 5TRAPPIN6 DETAIL5 RAFTER TIE VETAIL5 z NSTNLTdb1m94 F�l M YPG}I]OGI ibi!DA TAILC 9'JM Mb Tblt 0.7. H"DIOM ® AW-WM BOLT PLACBIWT RAW�GS NTRAGT PROVIDE DOMME . . . . . . . . .pDOM N N EAGlInE 17. --cam— 5/rwsON f92A 0 MAMN5 o EACH . . . : . . : :p .� : B2[r o II o c rOMA710M slrls°sOni •m Ttee�ROD v v . . . . . . . . SILL PLATE SEE PLAN 5W/144L.L 5ff PLAN FOR SIZI~7YPIGAL. FOR 512E t 5PAGIN6 (2)NA DNA/L5 GONG.FND.WALL. . . Q: TYPICAL. p EAI.N PLATFJ %" 501 d AACHOR BOLT �•' e e 4'O.G.(Ihb STORY l q'l'S0 ` .. e 6'O.G.(Old STORY ° B • o e ja'r.:• 5MM 5,0N 57ROSQ-TIE/6724 51h 5OrN 5TROhl6-TIE HTT2Z PLAN A AAWA TION GO►4AER PLAN o FRAW AL TOW4 TE 7jr—DO►R DETAIL VM75OiN 57RON6-71E A A44(AUW 5/M/LARJ HOLY 17OHN 17ZrA16 SIhA°5ON 5TR0�1k�i-nE Gr.Q46 RAILING o ' o • 4D ILMCAVE 5S H3 ®' ° o P05T , BOIL 75 5/MP50N NJIO G.J.a/6'O.G. 5#4:50N �\ 5T (5IM1O1C5M STRONS-nE DM) a P05T OW _ C p a 16'Ar� GUP o 16' H2 M,RR/GAAE EA 51DV (SIMPr.�l Ro1�5-TIE PC) Ac4 � CLIP a l6 FB S/h1Pra0Al WmEcroR "MINI / m o� 5/e'd All tOR BOLT ' PB44 (3)13/4'x lI-7/8'MlGR05 °o° :g' °oa°:°' U210 0 4'O.G.(IWO 5TORY/RASE) �`✓T BASE °a' 1(512 016 a 6'".(OAE STORY/L'YI5V (51Nw-5 N SnQON6-•nE AB4) J015T co -CnM DETAIL PORWIPE1 ,K/,MT Cafl5 naN 17E TA RAP7EWr0P PLATE Ci0�-C71ON DETAIL (VM15ON 57RON6-•71E DBTIJ fiLOOR GOItr71 EGnON DETAIL RAPn5Z/rQP PLATE CONC-MC DETAIL r7�cK coNN�cT�oN r7�T�ILS RBAF.GONG.SLAB WIAVOW SILL MWOW SILL FL A.5HM15 ,p -O° 0. 5/MP50NL5TA36 o ° ° ' • d1° ° o° GAUX I RE PRIOR TO O O o ° STRAP o I6'O.G. , 1 I I I 1 1 1 I I I I I I 1 1 1 1 1 1 I I I 1 1 III— I 1 1 1 I I I 1 I I I I I I I I I I I I I I I I MAPPED AR W MTALLII°l5 ,/ *a CRA G1ORE 2X6 5/LL PLATE UTILITY TRIM —I I I—I I I I I El I III— I I III—III- III—III- III—III— I—III I —III- III—III III—III I I—� I 11— (4)10d AWLS 2-0 4 GONT ((�PPLLATF) "'0 AI-HOR BOLT 51DM15 W1TN SW-LOCK L RACH PUHED lA°INTO BEARIIvES 501E o 4'O.G.(1Wo STORY/Ka'J`-6l UTILITY TRIM e 6'O.G.(OI'dE 5TORY h�'l�F) 6 M/L H0157LRE BARRIER RIF PM MAN .tl:: DRAIN46EPLAN OVER 5164THIN6 M1IL OF INTsFJOR THIGKEND sUae raMAnav lNALLi101G1?PRAMIN6 DETAIL SIDlMS GL051AZE AT W/NGl9H SILL 5TANI:)A r� ST AFF I I 6 / CONNECTION ETA I L5 I 50ALE = NT5 SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE: DATE: DESCRIPTION: N °21, 4 PPRELIIMMO TYPICAL DETAIL� n {, n 01n3/15 SIP 02/02/15 N17-REvvl0/1 5/10/15 PERMIT No.029086 9�F � yC-�� CAD FILE NAME: OF Y 1770_D-1-DETAIL f N EMSCHICK SILVERMANARCHITE PROJECT TITLE: DATE: NSA PROJECT o: C'.TS P.C. MITCHELL RFt/'IDF1`ICE 1/15/15 13_1770 ".. .the business of ARCHITECTURE." CK RP M. — _:_ .. _. — _ _ _-- _... .._ �. _ �. _— SCALE: DRAWING NO.: ._. PEC0/1IC, NY 11958 33105 Main Road, Cutchogue, New York 11935 A,f NOTED Phone : 631-734-7007 Fax : 631-734-7347 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: P- 1 http://www-ns-arch -com ®COPYRIGHT 2014 NEMSCHCK SUERMAN ARCHTECTS P.C. 1000 86 7 8 C f A I A A-13 A-'i A-12 74-4 3/4" 51-b I12" 1111211 l3=8" 4-.5 013=9" 4'-0 314" I4=41/2" 15-19 16'-3 //4" ol 4=5" O O m 0 4 a IVA N vy vx HEAR SroNE Iz/-I Ire Q 7 . a a 57EEL COLUMNS. REFER TO c 57RI.LTURAL DRAW/N575. I m I O T.O. FDN WALL 26'-4 3/4" EL. +2'--2" a BUILT-IN CABINET 6 l/2" ¢ T.O. SHELF T.O. SHELF I = EL. I � TO 11G4L L EL. +I'-lO" = a MECHANICAL ROOM T.O. X 4LL I �/ K. +2'--2" ( m a "' a � TROPHY ROOM m - I N a I A I T.O. 5LAB a I I m EL. +2'--2" A a-lo I A-lo I <t DROP WALL AT T.O. 5TAIR5. 5EE a N DETAIL #2 ON A-/7. m r4 IA � I � � m >r o NEXC VATED I _ O 3/4 HOUR 5ELF CL051N6 DOOR 28=9//2" 5=6 //4" 6112 4-; 6" l3-0 I/2" 9=l" I4-6 1/2" l'-ll" ll'-O I/2" / p 0 "AB O N — o o 4 51 Ll A-6 _a�a� T.O. 5LAB N T.O. WALL _ a EL. +2 2 m 5 EL. +0-4 1 I / " I " T.O. SHELF STEEL COL 5EE A�2 EL. -0'-,9 v �n I UNEXCA VA TED I 57PX DRAWINGS a T.O. FAN HALL" T.O. FDN WALL DROP hG4LL AT 5TAlR EL. +I��" I 3=6" DROP FOUNDATION WALL AT DOOR OIIENINC75 KIDS ZONE BUILT-lN 5TORA E CABINET ` A I I a m �� " � STO E I 81, N I a 8 8 26�--8" /5=l l/4" 6 //2" 30=4" 3 2'-8 3/4" 43=10 3/4„ = m .* N ry 6" THICK CONCRETE I 1�6 LIN U T.O. 5LAB FOUNDATION. MONOLITHIC WITH CONCRETE 5TEP5. I I 51. +0'-4" �TI.O./FjDN WALL Ah I T.O. FDN UNEXC/4Y�4TED l 4 EL. +2'--2" ry a A-32 _ a m .0. FDN WALL N u� T.O. FDN WALLNt N BEAM POCKET(FM) EL. -O'-4" � I 5EE STRUCTURAL DWG5. D � 6-2" 6=9" 3=101141, l4-1" 3-6 3/4" H-4 I/2" (vim a `I T.O. SHELF 4 \ O EL. •-O'-8" I l001, Q Q T.O. 5HELF EL. -O'-8" 1-00 T.O. FDN WALL T.O. FDN WALL a T.O. WALL I T.O. FDN WALL EL. +I'l0" I I EL. +/' OI, m — — — — — — T.O. SHELF 20-3" 8" THICK CONCRETE FOUNDATION. MONOLITHIC WITH CONCRETE STEPS. i 26=lO" Zl=7" I2'-01/2" 20=ll" l2=l 3/4" 2l=7" I' LI I'fit — I I 126-31/4Ir " I A A A AA-13 A-a A-12 SCALE= 1/4"_ l'-0" SEAL: BRED An, REVISIONS/SUBMISSIONS: DRAWING TITLE: NFLiCy,� DATE: DESCRIPTION: spy t� 07/08/14 50%REVIEW ; YCW v�a MARY P�AVLMEIYT FLOOR PLAA t" 01/15/15 61D 02/02/15 51D-REV14011 9J No.O 6 Q� 5/10/15 PERMIT F y0 4/23A5 CO/VrRUCTOA CAD FILE NAME: OF N E� 5/1A5 NILDIAC UUT.COMME/A-V 1770 -01P PROJECT TITLE: DATE: NSA PROJECT #: EMSCHICK .SILVERMANARCHITECT:S P.C. MITCI�ELL RF�'IDEIICE. 1/13/15 13 1770 the business of ARCHITECTURE." --- ---- —-— _...._--- _ ._ ----.._..___-._ _ ___.___.._..__..____-- --_-..._ ......._—.___.__. �__ __. _-.. __ -.--.---._ __.—.-.-- _ __-. -.---.—.--_.._._ SCALE: DRAWING NO.: PEcotiC, NY 11958 33105 Main Road, Cutchogue, New York 11935 _....... ......... ___...____.._... ...._..................__.........._._..... ____... . __.. _-......_...._._.. ...____�.. ._._ _... .......... 0or _....-_. ...........-.._.......... ......—. — ____—.... ........... ...... ......_ ._...... ... ....._ ........—...... __... y_ __.. ..__—._._...._ ..__. .._._.— �/ /VOTED Phone : 631-734-7007 Fax : 631-734-7347 moo SECTION: BLOCK: LOT: DRAWN BY: A- I httP=//NAfvv �/-n s—c2rch -com tb COPYRIGHT 2014 NEMSCHCK SLVERMAN ARCHTECTS P.C. 86 7 8 A I A A-13 A-'f A-12 106-5//41, ' l4I 91/2 5 1-6 11 16'-3 //4 45-6 //2I 3=lO" 1 4 L2" 11-ll" 3=9" 5'-5 //4" 4'-9 I/4" 4-111/2" 3=3 //4" PATIO 5TONE SHALL BE "CRAB ORCHARD"W17H 2%2" TREAD5 AND l" 5ANN FLAC75TONE A5 SUPPLIED BY 57RUG7VRAL 5TONE CO, 323 ROUTE 46 hE5T, FAIRFIELD, NY 07004. CONTACT: DOMINIC 473 296-6004. WALL I CHIMNEY 5TONE 5HALL BE 4" 5HADON ROCK; 70% GREEN/3M BROWN BY BRANDYNINE QUARRY, 151 N. ChWCH 57REET PARKE5BURG, PA OM9365. 610-657-4200. = AT AU AV AA AX AY AZ D 5 p ® M�50NRY o OAa TYPICAL INTERIOR FRAMING SHALL OAP = CON515T OF GYPSUM BOARD. OVER P/REPL/-�G 2X6 WD STUDS® 16"0.C. (BA) m PROVIDE�"DENS SHIELD TILE ❑ ❑ BACKER AT ALL BATHROOMWALL5 III AL \ I I I / IIO r n W n r n 11 = AND OTHER TILED LOCATIONS. <r 6 1/2 5r-O rl 41/2 4-11114 15-6 3/4 7 cy IN d, AK 1 1 m 1 SAT}"} BG \ \ I I BRICK LINED 6A5 PLACE RE I� F BD REFER TO ELEVATOR MANUFAG7URE _ ° ° GUEST 5TAAVAR05 FOR ELEVATOR DOOR O \ \ ` - - J L — ® � LOCATIONS � _ — — — — — — — — — — — — — SUITE _ - - - - - - - - - - - - - - - AI AH I I m I I CLOS. �, loa GREAT ROOM i t 4' DINING I I _ _ O 4 PITCH - - - - - - - - -- - - - - - - - LL - - - - - - -- - - - - - = m N l/6":l2" ❑ - - - - - - - - -- - - - - - - - 1— r- - - - - - - - - - - - - - � / O// //2' I I 0" 4 A _ Ti _ Aw� \ / I ,; I A A-10 AE I I m A-10 T.O. PATIO T.O. PATIO I I / COVERED ENTRYD 5+2'1411 EL. +2'-6" _ � L — —— \ I I I RI E- - -ram — - - -" El rn- - - - -13-10//2 6 \ / l6 5 / -6 //2 l 11 1r n lO 9//2 /O-9 //2 /l 2 11 1 UP ODz I d, I B-1 T.O. 5LAB / OM TO I I I BENCH EL. +o'-4"' ') // ,aBovE \\ 1 1 n I 1 9 i i I I WEN 5TEEL P05T. 5EE / \ I I Soo 11 7RGLTURAL DRAWINGS(TYP,I — — // \\ I I ® Jifil 1 A-8 ❑ ❑ = S / FOYER \\ i i i A-6 U m 4-6 //211 5 105 N - - - ❑❑ ❑ - - ® Rl ® 5 A-16 - / - - - - - - - - - - - - O I I I I I 101 6" A 3/4 HOUR SELF CLO5ING DOOR KITH INACTIVE LEAF WITH TOP $ BOTTOM 57RIKE5 T I � - - - - - - - , 102 5 ul T.O. PATIO = G 6 ; 3/4 HOUR RATED WALL BET. GARAGE$ LIVING EL. +21-411 m EL. +2-6/O I 1 I A-32 SPACE CON515TING OF(ll LAYER 5/6"GYP. " I I I KITCHEN PUJDR A BOARD ON GARAGE 5/DE (l)LAYER 1/2" GYP BOARD ON oPP0517F SIDE. A = I A-11 or I I PT PITCH 1 D. w D. ul q � h n I/6":12" I I 1 - - - - - - - J I o ° GARAGE O '90 61/2" 103 05 6" / p 1r I l/ " r ,/ I " r n n l/2" r n r 1, l n 61/211 4 /5-ll 3/4 9//4 /4 4 6 //2 7-q 4 6 //2 q-5 5-4 //4 3-9 — = 1- - - -1 IT —� - -I— 1- - - -I T 7 j - - - - - I I I ° i I I I I I I I I I I I I PROVIDE N LAYER 516 " a� X'orn ry — t ❑ t — — — — — �+ —L_ I BOARD ON GARAGE CEILING. >r [3 ❑ 2 I Zz- - - - - - - - - - - 1 1 / I II lI 11 O N cp M I1 13 1 /TGH 1 1 CL ) CK CJ LAUNDRY RM. \\ � I-s 1 11 11 11 II 1 II 1 I —�-- 1 r T.O. 5LAB \ 11 1 11 11 11 T.O. PATIO I I I I E --I— 1 EL. +O-7 A-14 I I I I I I I 11, EL. +2'-6" I I I I I I I I PITCH 0 A * - 40 '�"/FT. ❑ ❑ — — — — — — - - - - - — — — — — — — — — — — — Q I I I1 I1 �10 O O 11 II 11 I� �I I1 1 IlO O A 11 II 11 I 4 II II II II II I O II II i t I I 11 I I I I I I I I 1 11 I1 11 I1 11 I1 11 II 11 I 11 11 I1 11 I LINE OF CANTILEVERED I I I I I I 11 11 11 11 11 I I I 11 11 I I DECK ABOVE I I I I I I I I I I I I I I I I I I T.O. PATIO I I I1 11 11I 11 11I I1 11 ll 1I 11 I11 II I1) 11 1 EL. +2'-4" 1 1 JL - - - JLJL - - - - - - - - - - - - JLJL - - - JLJL=__ _ ___ _ _ —_—�LJL - - - - J J` — - - - - - - - - — �LJL - - - - �LJ — — — — — —— —— — — DECORATIVE 57L BRACKETS M(P) - - - - - - - - - - - - - - - - - - - - -- - z LINE OF 2ND FLOOR LINE OF CANTILEVERED 2ND DECK ABOVE FLOOR ABOVE 3=lO" 6=0" 3=2" 3'-7//411 l=/O" ✓r'-3 I/2" =3 //2" 1`-lO" 3 7//4" `-4 //2" 3-3 //2" 3'-3I/2" -6 //2" 7'-4 //2" 3'-5" 3L5" 7'-4 //2" 6'-O 3/4" 6'-l" 7-6 //4" 3'-1 l/4" 3-1 l/4" 7'-6 //4" N � / N " " r' " 1/ � /2n l3I-10 /3-O 2/r-51/2 /l-6 2/-7 /2I-1 3/4 2/-7 // X. I ll2=51/4" I Im/R5 T imL OOR l=L—AA1 A KITCHEN/LAUNDRY MILLWORK A5 DE5/67NED A A 5CALE _ l/4'= 11-011 a-13 BY EA5T ENO COUNTRY'KITCHEN5,121 A-a A-12 E9HAR95 AVE CAL VERTON, NY 11133. PHONE NUMBER: 63/ 727 2256 SEAL: C h REVISIONS/SUBMISSIONS: DRAWING TITLE: �0 Nl. Ne i� DATE: DESCRIPTION: � T ti 07/08/14 50%REVICW c� ,0/22/14 PR FIR,/T FLOOR PLA/`I 1z/1sn4 PRI_urlvl,aw� 1 01115n5 EAU 02/02/15 BID-RGVIAO/1 N0,029086 // fi�✓% 3/10/15 PUMIT o40;f` CAD FILE NAME: 1770 A-02P PROJECT TITLE: DATE: NSA PROJECT #: N EMSCHICK SILVERMANARC H ITEC-1-S P.C. MITCf�ELL RF�'IDF_/`ICE 1/13/15 13_1770 .the business of ARCHITECTURE." --- — _-- --— --- —— In. -- --- ----- _ ---- _ -- - _ — NCALE S DRAWING NO � K RD ..—. PECONIC, NY 11958 33105 Main Road, Cutchogue, New York 11935 —...... —.. ._ ... .........._._.._..._ _.. _._. _.._........._................_ —....... .. . .._.._.. ......... ---..... -----...... .......__.___.. .._._.__—_ ....... __._...-.----._._. ,�_ ...._........ �f NOTED Phone : 631-734-7007 Fax : 631-734-7347 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: http://www.ns-arc--h .com o COPYRIGHT 2014 NEMSCFpCK SLVERMAN ARCHTECTS P.C. 1000 86 7 8 A-2 5UPI°ORT RODS. 5EE 57RUG7URAL DRA{N/N55. A I 36"NIGH RAILING. m m GIRL'S LOFT �? l4'-0" l4'-9//2" l5'-8" 16L3 //4" N // I p ll / N I N l N N O 5MG/V_ DETEC TGIF �5 //2 4141, 4-0/ I/2 3-8 /2l-0 4-6 //2 3-6 3-6 4I-8 3/4 aell G� CARBON MONOXIDE DETECTOR O C O 6IRL 5 ROOM= 285 5.F. O Q GIRL 5 MEZZ= 95 5.F u� (P 285 5.F. _ 115 5.F. = 95 5.F. PREGA5T 5TONE 5ILL BOYS RGOM= 360 5.F 00 Q DRESSING ROOM MILHORK SHALL BE DE5/6NE9 BOYS MEZZ= 95 S.F. 'n Gv FABRICATED BY EA57END COUNTRY KITCNEN5, O302 30l <t (J 360 5.F = l20 5.F 45 5.F AAT O '� 121 EDHARD5 AVE. CAL VERTON, NY 114.33 O m a GW Gx GY ��° 63I 727 22� 0 5TEAM 5HO R = a G5 GT IAZ\ -- -------------I --- N BOY'S LOFT OCIZ h DRESSING ROOM I I DA a MASTER BATH ®2HEi6Hrl I II I I 0 7/, /7/-4" L3/l 17L9/4" 6 //2" —— ——22L6" ————— I �„ �, AU A m O HALL HE16HT I I DD - - - - - - - - - - - - - - - - - - - - - - ® 42 _ I I (�E) A -- -- ------- --------------- N o \ CUSTOM PLAY-5LIDE A-12 ® A N/ MASTER AR 3'-0" - A5 SELECTED h GP SCALE= 1/4"= r-o" BEDROOM s� Aa ry I \ AP N/ A a � \\ 24L3 //L" m / n l u l l N I R 5 6-1 4-8 //2 4-8 //2N — — — — — — — — — — — — — — — — — — — — — — - w 4 D6 = m� U � m cN 212 DH � I DROP HEADER5 0 I I 210 DI - 7'-0"AFF(TYP) / At ft I O U) /3// 9Lll l/4" I �1Tl/2N 5L6// 71/ N - o ry I Z —FOYER - - - - - - - - - - - - NZ �� FIN. L. ELEV (:pjx�Xr- , DL DM DN DO 4 \ I 4 3�"HI6N RAILINC75. ft A-8 GK I N I SEE DET!A&5` a I = I I 5TORAGE cL a I I - ' I I O \ S GIRL'S ROOM m_23 a I \ CLOS. I i - - - - - - - - - - - - -- i FIN. IIII O 209 ELL-V. D NA O \ ' m i _m IIIII O202 BA T 30 H 3'-4 3/4 6 L6 3/4 3'-0 1/2 a AL HE16HT � li I I I 201 - - - - - -- 42N LINEN X Av mm DOR 201 H 0c, Q A-II ° �00I I BATH � \ — ---- -- - oLINEN( BEDROOM I 0 --- ---- ---- -- - -----�- CLOS. o ° A 114- � \ I I V. m \ I O o I a Az N <t• GP \\\ I I m m I I \\ ———— I C I N AA �o) BATH NZ OT ROOF DECK I I 3—o vu N —r HALL HEl6Hr / I I 20i3 HALL ®ICWT �/ AWO ,/ o ° m m H � ®rz m o I I LINE I I o I O X o o I I o - - - - ry BEDROOM I I LA I a I = 0 OCCO (OB GA BZ BY CBX I n' CtRVED 6LAss By i 205 BATH - - - - - - - - - - - -� tLINE OF LOFT ABOVE. a BALCONY I I BOYS ROOM 5EE PLAN THI5 SHEET 4 ELEV. ® 13'-0" I I O `° I I LINEN � 5TORA&E Bo 0 BU BT E35 BR 50 BP BIN BM (BL)OM CBJ) BI 61-0 l/4" 4LO //2" 4L6//2" 6'-0 I/4" SLB" 5LlO" 6'- 14 l" 4L8 //2" le 4L6 //2" 6'-l" 6'-0 3/4" 2 6 LO 3/4" 6'-I" 4L6 //2" 4L6 //2" 6 L/" Ilk /3-0 2/-5//2 Il-6 2/-7 I2-1 3/4 2/-7 I I 112 L✓1/4" I A A A A NOTE: ALL LINEN CLOSETS,BATHROOM ✓ANITIE5 $ A-13 A-XX A-q A-XX CLOSET MILLHORK TO BE BUIL T-1N. DE5/6NE9 d FABRICATED BY EA57END COUNTRY KITGHEN5, 121 EDHARD AVE. CAL VERTON, NY IM33 PHONE NUMBER: 63I 727 2258 SCALE_ 1/4"= I'-0" SEAL: RE D A;qc REVISIONS/SUBMISSIONS: DRAWING TITLE: N 470/ 'S' DATE: DESCRIPTION: 0//08n4 50%RUIEw �� C. 10/22/14 JCPMf y f � 12/15A4 PRLUMOARY JECOND FLOOR PLA/`1 01/15/15 UP _y 02/02A5 UP-RCVIA0/1 No.0 86 Q 5/10/15 PERMfT 9�F 4/23/15 C0/1./TRUCn0A CAD FILE NAME:CP N E`N yO 5/1A5 6UILMIG Ur PT.COMMGIT/ 1770 A-05P PROJECT TITLE: DATE: NSA PROJECT #: N EMSCHICK SILVERMANARCHITECTS P.C. "...the business ofARCHITECTURE" MITCHELL RVIUMCE 1/1J/15 15_1770 71.52 nAN NECK RI) _... __-.. _ ._.._ _.... _.. ..... .___... .__ ALE. PECONIC, ff 11958 33105 Main Road, Cutchogue, New York 11935 - - -- _ __.._____. �... __________...._ -....... _- _._. __ _.._�... .. _ ._. _-__.-..... ._.. -.-.---........__._.. _. __�..__.__. . _._. . _ . -__...._.....____...--.----.__.. A,/'/VOTED Phone : 631-734-7007 Fax : 631-734-7347 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: ._.. h tt p://vvvvw.n s-arch -corn A5 to COPY(bGHT 2014 PEMSCHCK SILVERMAN ARCHTECTS P.C. 1000 86 7 8 A 1 A-13 O O O NOTE. ATTIC TO BE. • UNHEATED • NON-CONDITIONED • NON-OCCUPIABLE • NON-INSULATED U - - - - - - -- - - - - - - - - - - - - - - 5 12N 9 DN A-16 OPEN TO MASTER Dw GP BEDROOM BELON — DA 4 RI5ER5® 6" FT A I A A-10 - - - - - - - - - - - - - - - - - - - - - - 42"HIGH WALL A-lo PIN J RAISED FLOOR +3'-0" 4 (Y A A-Ib A-12 36"LOW WALL A-8 I A-b _-PITCH - — _ z z A A-11 ROOF DECK BELON I I A-11 I I I I I I I OMEN TO BEDROOM BELOW I pfr I I G :I THI .. o GA /2- . I LINE OF EXTERIOR WALL BELOW A A A A-13 A-�i A-12 ATTIC PLAN 564LE= I/4"= /'-0" SEAL: ,.�.IgED Arc REVISIONS/SUBMISSIONS: DRAWING TITLE: W N h'i� DATE: DESCRIPTION: J� C 07/08A4 50%REVILW W15/14 PW-UMOARY 01/1 ATTIC PL>�/1 -"5 BID 02/02/15 BID-REVIAOn 3/10/15 PERMIT n 0.-29 S 4/25/15 C0/1/TRUCTIO/1 5/1A5 BUIL120G DEPT.COMME/1U CAD FILE NAME: GF N E`N� 1770 A-04P PROJECT TITLE: DATE: NSA PROJECT #: EMSCHICK SILVERMANARCHITEC:TS P.C. MITCI�ELL RFtJ'IDFJICE 1/13/15 15_1770 "...the business of ARCHITECTURE." --..._._.._- - _...._._.- __-- ___. _.. ----------- .. ... ........... _. ..__..._._. — - _ .--___-. ._. _—.__....._._._ ....-.--__.._.._ .__.. ..�__...._._...... _.. —_-- ._ _ .. _..._. ......_......___._._...__...____.. _-....___.._ _ __-- _._....._____ __........----...-_... _.___-- _ _. _ _ _ — SCALE: DRAWING NO.. 7152 /NDI /1ECf< RI) S � _. _. __ _. .._ PECO>/11C, NX 11958 33105 Main Road, Cutchogue, New York 11935 _..._� ._.....—. ._ Af/10TED Phone : 631-734-7007 Fax : 631-734-7347 Moo SECTION: BLOCK: LOT: DRAWN BY: .—.pa COPYRIGHT 2014 NEMSCHICK SLVERMAN ARCHITECTS P.C. 86 7 8 L-.CI A4 A I A-15 A-'f 5CREEN COPPER FLUE CAPS COPPER CHIMNEY CAP W/4"IFT PITCH PROVIDE l6 OZ 57EPPED COPPER CRICKET FOR CHIMNEY O.H. FLA5HING AT CHIMNEY/ROOF 2-6" INTER5ECTION 1�6p0�Z�C,O:1FE�RFLA5HING AT O.H. = OPE ALL Iy Z 2'-6" O O.H. _ I 4W LB. A5PHALT ROOF 5HIN6LE5 OVER 30#FEL T A5 5ELE67FD,W/LIFETIME o WARRANTEE. (TYP. VON) { P TG l :l `1,1TCH11,41101 U No A A — — A-10 A-10 OOF IV 1 �i COPPER 5TANDING 5EAM zR 7 Ch 12.4 ROOF BELON 2=6" A 2,-6„ O.H. A-12 O.H. 2=6" O.H. O.H. ry O - - - -L- ---- -- - - -- - - -- - - -- - —J L- - A-6 PITCH 2-6" O.H. P G .l :l IT H 1.2.10 = z A I All A-11 RIDSE R1965 DODGE 4 oo I N E O OP R E — I G -l T H 1 / :p ry O PITCH 12:/0 2-6" l2: O,6" D.H. 2,-6 2,6„ 2,6„ 2,-6 A O.H. A O.H. O.H. A O.N. A-13 A-q A-12 CURVED COPPER LINE OF EXTERIOR WALL BELOW 5TANDINO SEAM ROOF ROOF PLAN SCALE= 114"_ /'-0" SEAL- —6 REVISIONS/SUBMISSIONS: DRAWING TITLE: DATE DESCRIPTION: 07/08/14 50%REVIEW ti 12/15/14 PRELIMVI.6RM ROOF PLM 02/02A5 1511)-RUY10/1 y Ai � 5/10/15 PERMIT No. CAD FILE NAME: 1770 A-05P PROJECT TITLE: DATE: NSA PROJECT #: EMSCHICK SILVERMANARCHITECZ-S P.C_ MITCf�ELL R�/'IDE/YCE 1/15/15 15_1770 .the business of ARCHITECTURE." _ --- —-- ---- . SCALE: ._� PECO/ 1C, NY 11958 33105 Main Road, Cutchogue, New York 11935 _ ..___._.._.__ ......._.. __ _...___........_..__IT ___... Af/VOTED Phone : 631-734-7007 Fax : 631-734-7347 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: A-5 il,tt p://wwvv.n s-.-a rc h_cO rYl o COPYRIGHT 2014 NEMSCHICK SLVERMAN ARC;MiECTS P.C. 1000 86 7 8 q A A-11 NOTE. E GONTRACTOR5 SHALL PROVIDE 0) EXTERIOR MOCK U95 5HOWING 5/DING l6 OZ COPPER CHIMNEY GAP $ TRIM DETAILS $ FlNl5HE5. 7�T TOP OF CHIMNEY Alk c CEDAR TRIM, PAINTED OPEN VALLEY W/16OZ COPPER FLA5HINO(rM) - 11 TOP OF RIDGE 1 I' TOP OF RIDGE 12 \ 12 10 /0 z \ 490 LB. A5PHALT ROOF 480 LB. A5PHALT ROOF 5HINGL_E5 W/LIFETIME n' 5HINGLE5 W/LIFETIME / WARRANTY(A5 5ELEG7ED) WARRANTY(A5 5ELEGTED) �W \ \ /2 OPEN VALLEY W/16OZ COPPER TOP OF RIDGE 12 / \ 12 lO FLASHING(TYP,I /0 /0 O - � � STONE FACED CHIMNEY BEYOND N CEDAR TRIM(PAINTED) OPEN VALLEY W/16OZ COPPER HURRICANE GLA55 WINDOWS FLASHING(TYP) 21-6" m O O crn 2' " EA57ERN WHITE CEDAR SHINGLE O.H. A5 MAMIFAGTURED BY MAIBEG, m , /iov % O \�PD ,/ GZ NANTUGKET PREMIUM GRADE 5? UO5A EXPOSURE: FLAIR 5/DING WHERE 5HOWN FLAIR SIDING WHERE SHOWN �/ O 1111 % /, 5E�,QM9 FLOOR VH cr;f =6" O ' STANDING SEAM COPPER ROOF TOP OF SECOND FLOOR SLAB 86 BE BD 8B CEDAR TRIM, PAINTED a PRE FABRICATED STEEL. BRAGKET5 (SEE DETAIL 2 ON A-14 CEDAR TRIM(PAINTED) - _ / /, O BA /i /i /i IO"I / // DZ "CEDAR PANEL5(PA INTID) O I1 FLAIR 5/DING, 5EE DETAIL FIRST FLOOR s GRADE GRADE C� - O GRADE cif 5186LE DOOR ENTRY 130T TOM OF FOOTING STONE TREAD5 Rl5ER5 5TONE FACED FOUNDATION I I I DEPRESSED FOUNDATION WALL I I I NOTE: ALL TRIM SHALL BE I" WITH HAUNGHED SLAB a O.H. I I I CEDAR FLAT 5TOCK. DOOR -5EE PLAN5 FOR ADD1TlONAL INFO I FOOTING d FOUNDATIONS I CUSTOM G!?JAR O.H. GARAGE DOOR. I I I I I A A R-I I A-10 NOR 72*_=� E/A"/T5R/0RZ L5\/A T/ON I 56ALE_ 1/4"= /'-0" SEAL: _ REVISIONS/SUBMISSIONS: DRAWING TITLE: O DATE: DESCRIPTION: 07/08/14 50%RCVILW 12/15/14 INLUMV1Ar Y 01/13/15 6117 FA,/T ELEVATION 02/02/14 5117-RP\VOn 5/10/15 Pr-RMrr p Ha�iYJ y� No.02s0a� /.d CAD FILE NAME: <. 1770 A-06E PROJECT TITLE: DATE: NSA PROJECT #: N EMSCHICK SILVERMANARCHITECTS P.C. MITCI�ELL RFt/'IDE/`!CE 1/13/15 13_1770 ".. .the business of ARCHITECTURE." —.. -- ---- IMP- - .- -- .._.. -- .. --- ---- - -. CK RI) PECONIC, NY 11958 SCALE: DRAWING NO.: I — - — 33105 Main Road, Cutchogue, New York 11935 _ _. - —. __ Phone : 631-734-7007 Fax : 631-734-7347 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: ••� h tt p://viww-n s-arch_co m 0 COPYRGHT 2014 NEMSCHCK SIVERMAN ARCHTECTS P.C. 1 OOO 86 7 8 A A-13 7�T -(�T 0 0 5TONE FACED CHIMNEY A A-I2 TOP OF RIDGE 0 PRIVACY TINTED 6LA55 460 LB. A5PHALT ROOF 5HIN55LE5 W/ 12 r LIFETIME HARRANTEE III 5ELEC7FD) 10 460 LB. A5PHALT ROOF OPEN VALLEY H/16OZ 5HIN57LE5 W/L 1FET11'E COPPER FLASHING(TYP) ,� \ WARRANTY(A5 SELECTED) FLAIR 5/DING WHERE TOP OF RIDGE SHOWN GA5T 5TONE HEAD If 5/LL 12 12 12 /O 10 /0 = 4 CEDAR TRIM, PAINTED �i CE9AR TRIM, PAINTED DO DM i, 24 d,� �/ �i �i " GY �i GU O.H. / ' \ GY GX GW O H. O i, GT O O O.H. DL IL DJTil J C TOP OF SECOND FLOOR !; MJRRICANE GLA55 - EL. +16511 'm WINDOhS TOP OF 5ECON9 FLOOR F-L. +15,-4„ Lei i,O O f-(D] // �,� ,� ,� GLA55 PANEL 5Y57EM W/ / ALUMINUM P05T5. 5EE PLAN5 CEDAR TRIM, PAINTED ,� �� INFO.TAILS FOR ADDITIONAL o EA57ERN WHITE CEDAR M.4hNFA�ITURED BY N57LE A5 �� MAIBEG, NAN7VCKET m PREMIUM GRADE. 5�" / AT EXPOSURE FLAIR 51D1N57 �R F1R5T FLOOR TOP OF SLAB a � � � � GRADE BOTTOM OF FOOTING1114 EL. 3-O " — — — -- — — — — � - �"CEDAR PANELS(j'AINTED) G05TOM CEDAR O.H. GAIZ4GE DOORS \ 1 \ � ( I I I I STONE FACED FOUNDATION DEPRESSED FOUNDATION WALL \ � FOOTING If FOUNDATIONS Wl7N HAUNCHED 5LAB® O.H. DOOR -5EE PLAN5 FOR ADDITIONAL INFO A \ STEP FOOTING A5 R501RED 0:2 MAX 5LOPE) Aas "=1'-A:l5 k9--7/X TFRIOIR 46L VA T/ON SCALE= 1/4"= l'-0" SEAL: DR� REVISIONS/SUBMISSIONS: DRAWING TITLE: W. t/,•�y� DATE DESCRIPTION: oz/08A4 50%R-View Q� y cam,` 12/15/14 15117 V16RY PROPQf ED f OUTNWf-/T .e` I 02/02A5 61D-REVy10/1 5/1OA5 PERMrr EXTERIOR ELEVATIO/Y -g No.029C°S CAD FILE NAME: o 1770 A-07E PROJECT TITLE: DATE: NSA PROJECT #: EMSCHICK SILVERMANARCHITEC�-S P.c. MITCf�ELL RFtJ'IDE/�CE 1/15/15 15_1770 "...the business of ARCHITECTURE." -- - --- — - _ --..._._ _ _.._--�_ PECONIC, /`IY 11958 33105 Main Road, Cutchogue, New York 11935 i _.. Phone : 631-734-7007 Fax : 631-734-7347 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: http://wwvv.ns-arch.com a COPYRIGHT 2014 NEMSCHICK SLVEWAN ARCHITECTS P.C. 1 000 86 7 8 A A A-10 A-10 TOP OF CHIMNEY TOP Oj=RIDGE ( 460 LB. A5PHALT ROOF CEDAR TRIM, PAINTED — _ 5HINGLE5 W LIFETIME /'WARRANTY(A5 5ELECTED) 12 /0 OPEN VALLEY H/16OZ COPPER STONE FACED CHIMNEY 12 /2 FLA5HING(7YP) /0 /0 OPEN VALLEY W I60Z / CEDAR TRIM, PAINTED COPPER FLA5HING(IYP) ii GP GN GI GE Q 0 i/ �i a O.H. �i GQ /� �i GM CAST 5TONE HEAD 4 5ILL l VRRIGANE GLA55 HIN9Ok6 FLAIR 5I91N6 hHERE 5HOHN SV 5ECOND FLOOR EL. +/6'-4" CEDAR TRIM(PAINTED) 1 ILL / \\ �i/ ALUMINUM P05 5. 5EE PLAN5 $ 0/ / \ / -NI I I I DETAX5 FOR ADDITIONAL INFO. O / \ / 57EEL BRAGKET5(PAINTED). m / \ / 5EE DETAIL 2 ON A-14 0 i� �� i� /i� CEDAR 5HAKE5, 5TAINED 01 O i� O \ T �i O P \ Las \ F1R5T FLOOR STONE FACED FOUNDATION GRADE GRADE B07TOMOFFOOTING - - - - - - - - - - - - - - - - - - - I - - - - — — - - - - - - � — STONE TREAD5 R15ER5 — FOOTING d FO�WAT1015 A A �L5\ /A A-10 A-10 SCALE= 1/4"_ /'-0" SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE: (LP A�� DATE: DESCRIPTION: 07/08/14 50%REVIEW t 01/15/15 151D YOUTH 111I IO/Y 02/02/15 6117-REVJ/10/i 4 ;V" 1l 5/10/15 PERMFT 9� No.0299F6 CAD FILE NAME: 1770 A-08L PROJECT TITLE: DATE: NSA PROJECT #: EMSCHICK SILVERMANARCHITECTS P.C. MITC�IELL RF�'IDE/YCE 1/15/15 15_1770 "...the business of ARCHITECTURE." 7152 OPIA/`II NECK III___ ____ —_ _ _._ SCALE: ' PECONIC, /V 11958 33105 Main Road, Cutchogue, New York 11935 _ -.-.-.-.--.--....... _—.._ . _......__........ _-._....... _.......... ........ ..._ _...._—.__... .......... .—. __. ..___....--._—.. — .. _�__. __... ..._-___..............._.. ...._.. ....-- __ AJ NO TED ' Phone : 631-734-7007 Fax : 631-734-7347 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: h ttp://vvww_n s-arch_co rr>I ee COPYPoGHT 2014 NEMSCHCK SILVERMAN ARCHTECTS P.C. 1 O00 86 7 8 (k 8f x x Q m m / IN, A it IN,1 01 / 3=7" .9-40 3=7„ 2 570NE FACED CHIMNEY 56ALE_ 1/2" = I'--O" TOP OF RIDGE A A-12 /2 1 /2 lO 10 400 LB. A5PHALT ROOF 5HINGLE5 W/LIFETIME 400 LB. A5PHALT ROOF WARRANTY(AS SELECTED) 5HINGLE5 W/LIFETIME WARRANTY(A5 5ELEG7ED) 2 A-a CEDAR TRIM, PAINTED 4 CEDAR TRIM, PAINTED Al k A-15 12 /2 /2 /2 x l0 /0 /0 /0 4 GG GA BY X- @AA 2 / \ �� / \ A-15 hMRICANE 6LA55 , i� \\ % /i /0 O �i O O BN 0 BL O 6LA55 PANEL 5Y5TEM W/ O.H. / // \ BZ // BX / // \ HURRICANE GLA55 HINDOH5 ALUMINUM P05T5. 5EE /iHill I I / \ PLAN5 $ DETAILS FOR / GL GK 1 11 1 t // \\ �� x ADDITIONAL INFO. � � / \ // \IN. 1151y, 'ITT 5ECOND FLOOR \ / EL. +/(:' O.H. N 2"X IO" CEDAR TRIM, PAINTED m 5TEEL BRACKETS EASTERN lNHITE CEDAR (PAINTED) SHINGLE A5 MANUFACTURED // / /i \ 0/ // 0 //�� \\ // 0/ / \�Ff 6 F / \ BY MAIBEG, NANWKET -�H' L— I I I i ll I I I I 1 1 1 11 — I I U i /i PREMIUM GRADE. XO OU O / M O LD // B /A 5 "EXP05URE. 7 TT Z FIR5T FLOOR \ rl GRADE 7 GRADE 57EEL BRA XET5(PAINTED) a 5TONE FACED FOUNDATION 5EE PET 4X 2 ON A-I4 m 57E5L BRACKETS(FAINTED) STEEL BRACKETS(FAINTED) 5TONE 5/LL— — — — — — — — — — — — — — — — — — B.O. FTC. -7— — — — — — — — — — — — EE DETAIL 2 ON�4-14 — — — — — — — — — — — — SEE DETAIL 2 ON A-l4 � / � EL. -31-0" ( "CEDAR PANEL5(FAINTED) / STONE TREADS t RISERS ( FOOTING FCI'JND�TIONS (� � —� STEP FOOTING A5 REQUIRED / A-2 MAX SLORV J�F\ /A T/ON L;A J�L A A A-13 A-12 I 5CALE_ 1/4"= /'-0" SEAL: /�E.p', REVISIONS/SUBMISSIONS: DRAWING TITLE: �� c�/� DATE: DESCRIPTION: 07108n4 50%REVIEw PROPQ/ED NORTHLA-/ - PWILIMOAW o;;3n5 151P EXTERIOR ELEVATIO/I 02/02A5 5117-REWO/1 5/10/15 PERM17 �T No.0290m OP�j F OF IN 4 CAD FILE NAME: 1770 A-09E PROJECT TITLE: DATE: NSA PROJECT #: N EMSCHICK SILVERMANARCHITECTS P.C. MITCI�ELL RF:/'IDENCE 1/13/15 15_1770 "...the business of ARCHITECTURE." ---- ---.... --- - — .,_ N TED ffL .....Jill ->00"�--, LE: Af PLCONIC, NY 11958 SCA 33105 Main Road, Cutchogue, New York 11935 DRAWING NO.: _..... __....._ Phone : 631-734-7007 Fax : 631-734-7347 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: COPYRIGHT 2014 PEMSCHCK SILVERMAN ARCHIECTS P.C. 1000 86 7 8 A A-13 I -12 A A-12 mow' s ,:atY- i n 480LB. A5PHAL T ROOF 5HIN57LE5 OVER 30#FELT ON 5/8"GDX (TYP) PLYWWD SHEATHING. TOP OF RIDGE •'".%'I' L`,;i +:• •:jJ,!. i`�.ri:t+ •:.ati• Yi' 'Y.'.?J'S.ii it ^:• ::ti•f. �. .�i.V.. '�\..i t7Y. .�rlY`. •^Ly:' .T�`. -i• ti. :<+}N•. t 'G'• t.<. ::a .a.. —rr ' •J✓, .�,�:� >•.p,. .+:%: :'.ri .i �'.•' �?'u. n,l .t:'•: ,. �'w j, `}:. :�;yi,} vnh• '..:•S. .*'., Sett... .h• ,• .++ ,,�tt.t•' rs. :;', F 'r;H. ..wY3 ..K• w•4. - �. YY :.5:., rr`,"t' .;;� N.< ,♦ +'v'':" ;.•s. ti.. y; ,• vi, �,. u.� t. k' ,� •. ::3 ..Y ' ' r.� c�.. ..1.+ .�'. M i1: .A:.('C ', Yu. -l".C"''. .,.r,`1 '.yf';?ib •L+' ,'ti• w'{' til�. ..I.1 .��, �.� ..:lw:"..� {,fie• Y,ny T!:.�', :.�.. s , .+. .s.;•. .s� ,.. Y. :o::ti,;,. .; .i'' �w;;:'' ��a: �. i„ �-�.,: 2X4 COLLAR TIES® l6 O.G. CEDAR 7R/M, PRIMED t PAINTED. (TYP) ROOF RAFTER5. REFER TO ATTIC 4 57RAC7VRAL PLANS. m CLOSED CELL SPRAY FOAM IN5ULATION. (TYP) Q CEDAR 50FFIT m /2 12 TOP OF ATTIC FLOOR /O 7 lO ELEV. +26'--5" GABLE RAILING SYSTEM. r'`n'PJ 4-4 112 MASTER BEDROOM FOYERP1eOVlDE GR055 BRIDGING AT 5 7READ5® 10.5" STAIR M STER B H COPPER 5EAM ROOFING 5Y57FM 1 3/4"PLYWOOD SUBFLOQR GLUED AND ON "PLYWOOD SHEATHING. NAILED TO WOOD FLOOR J0/5T. REFER TO 57RUG7VRAL PLAN5. EA5TERN HHITE CEDAR SHINGLE m r TOP OF 5ECON9 FLOOR N r OC 10 TREADS 010.5" 4'-O" PAINTED CEDAR TRIM BOARD5. (TYP) !i I tt-1 c 4"POURED CONC. SLAB OVER 5TEEL ® GREAT ROOM FRAMIN5. REFER TO 5TRZ7VRAL PLAN5. O m 4 � ELEY SronrE PATIO A 5HAPT ( 5 SELECTED)OVER N POURED 4"CONC. SLAB HITH 6X6 NO H-NN OVER GRAVEL. BED. PITCH A"/F7: r PITCH A"/FT. = TOP OF FIR5T FLOOR 5LAB ORADE • S .4. h :. ... 0 \ ' ELEV. o'-Om f FIN15HED CEILING - - - - -- - � — - - - - - - - - - - - .`.:..: �•• � STORAGE � TROPHY ROOM CL05IED CELL 5PRAY FOAM ;• INSULATION \ I2"DEEP ELEVATOR PIT. %Z"GYP. BD CEILING 5U5PENDED ON DAMPROOFING(TYP) CHIFIN1 AT ALL 5HED BASEMENT 5PAG /2"PCXIRED GONG. FOUNDATION WALL \ ~� ON 12.X24 POURED GONG. FOOTING. TOP OF SLAB A STONE PATIO(ASSELEGTED)OVER \ Tom: <,.. - �-.. .� �• r : -=-r..., ;: POURED 4"CONG. 5L.AB WITH 6X6 #IOr' "r': ": ELEV -9'-6" A-12 HHM. OVER GRAVEL BED. /z"PREMOLDED.IOINT FILLER(TYP) 4"POURED CONC. SLAB WITH 6X6 #/0 BUILT-IN BENCH H/STONE TOP HW.M,! OVER 6 MIL. VAPOR BARRIER ON 4"'GRAVEL BED. (7YPJ. A A-13 5CALE_ 1/4"_ /'--0' SEAL- ,, � 0�yF; REVISIONS/SUBMISSIONS: DRAWING TITLE: DATE: DESCRIPTIOM 07/08/14 50%REvIEw 12/15/14 PRELIMVIARY 01/15/15 1511) CRO-fifECT10/1 02/02/15 1511)-REvsn0/1 5/10/15 PERMIT (n =� , No.029086 ��/ - O CAD FILE NAME: 1770-A-1 N EMSCHICK SILVERMANARCHITECTS P.C. PROJECT TITLE: DATE: NSA PROJECT : "...the business of ARCHITECTURE." MITCNELL Rlt/'IDF/`ICL 1/15/15 15-1770 - SCALE: DRAWING NO: .-- PECO/11c,NY 11958 i7i I r 33105 Main Road, Cutchogue, New York 11935 /YOTLD Phone : 631-734-7007 Fax : 631-734-7347 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: h ttp://wwvv.n s-arch.co m o COPYRIGHT 2014 NEMSCFICK SLVERMAN ARCHITECTS P.C. 1000 86 7 8 Lull I A A- Is RIDGE BERM. REFER TO 5TRX 7LRAL PLANS. q TOP OF RIDGE A-12 ><: jj�'"' `•" A5PHAL T ROOF 5HIN6LE5 OVER 30# .Y•1iStl 4 j•tf.'.4,'4.. ,f FELT ON 518"GDX PLYWOOD 5HEATHING. (TYP) ��' 4' Wit•. .� b A-15 ROOF RAF7ER5. REFER TO STRUCTURAL PLANS. TOP OF RIDGE ELEV. +29-8 514 +/- >r� �; nh: " a CLOSED CELL 5PRAY FOAM .r::'� •�z�.. _ �,�. •��_ �'?�� ,~+;; INSULATION. (TYP) •.✓•e!•. s:ewY. s r;t. n -V !.-t r.'� i•-.. .�. •.'a f°'w•y''•. r•Y r •� .y, wa Yi vJ .S ,-'f. .,•. •,..,+rt ••.: :«"e. •'a- �.:• .ii -.t:. •i•7>. >: �•ii:% •t •.ae i u t :it' i•:c. 'v i'l. e •,}:+y! w� 6 HALF ROUND .�Jir!ti .''J„�t -,s .ar ;+VY•:f •.,,Y -.+:5• ':?`•c•a; tr'.� ,•h:4'� :S.St."i '✓,r.r. S'; '4"r" ,.,r.rr. 1w v .d•, YC' v:<++i` '•%n;. .�-i• `�S�f ^;�i!i.ti. 1, �,ry-�•�c p �N//LR,J. _ .;?%tip -�atr•. 7;i:r .:i. ..lY.. '•}•-.`,•. �;' .r. .+,: :-ca•��• is�.:.:t,A' ••'!t"• k;. '=i'r�r. :i'1... N \ TOP OF PLATE ELEV. +26'--2" GIRL'S LOFT BATH u E45TERN HHITE CEDAR 5HINGLE PROVIDE CRO55 BRIDGING AT MID5PAN5. 3I4"PL)IOOD 50FLOOR GLUED AND BEDROOM - NAILE9 TO NOOD FLOOR J0I5T. G 1 RL'S BATH c REFER TO 57RU67URAL PLAN5. m GIRL'S ROOM \ — — A-I CLO5. BED OM i� TOP OF SECOND FLOOR a �+ jK TOP OF 5ECOND FLOOR U U :i ll • .•" J GLA55 RAIL SYSTEM L'�, + WM •' 4• .`Vr'' ./' a L7a�l 3' L ':, ?, t .1 h, i/.:ja •I '� \ �T :1♦ -\.: 1 -t- L-L-L Y. l3-'7 4?i. :i �;�: .tJ� ..r. �� ;r`' .:i� r n." •�cr at •d �� •:e57. ;� IE PAINTED CEDAR SOFFIT BOARD. a t 4"POURED CONC. SLAB OVER 57EEL OVERHEAD GARAGE DOOR LAUNDRY KI HEN FRAMING. REFER TO FRAMING PLAN5. m FLOOR J9I575. SEE GARAGE STONE PATIO(A5 SELECTED)OVER POURED 4'"CONC. SLAB KITH 6X6 #10 STRI/GTURAL PLANS P,21s •Y W.NM. OVER GRAVEL BED. x TCH�"/FT. ... — — :::..• *. — ,_•• s. T' _ „� �.• TOP OF FIRST FLOOR 5LAB TOP OF GARAGE SLAB ELEV. +2,�1, t/L1/ +0'-4" QRADF GRADE ELEv O'-O" :.. •. ELEV. O'-•ON ' + CL05ED CELL SPRAY FOAM J r' INSULATION,! (TYP) ' 5TORAGE STORAGE DAMPROOFING 0 rP,I 12"POURED CONC. FOUNDATION WALL STAIR •:::r ON 12X24 POURED CONC. FOOTING. A ' s. - .— — -: ,• �. ,«. TOPL SLAB A-12 ELEV. -9'-6" %"PREMOLDED.JOINT FILLER(TYP) 4"PaRE9 CONC. 5LAB WITH 6X6 #10 WN!M. OVER VgR/�6 MILL. / . VAPOR ARRIER ON 4"GRAVEL BED. (I![) A A-15 SEC T/ON/ 5CALE= 114"_ /'-0" SEAL: .•.5;;3 �` REVISIONS/SUBMISSIONS: DRAWING TITLE: DATE DESCRIPTION: IV-q, 07i0en4 50%R[VICW � t� ivi5n4 PXLIMI/IAMI 1» = , 1 01n5113 BIB CRQ/- fECTIO/1 02/02/15 eIo-Rr-Vj10n 5i10i15 PCRMIT No`049086 AkO�j CAD FILE NAME: F of 1770_A-1 PROJECT TITLE: DATE: NSA PROJECT #: N EMSCH I CK S I LVERMANARCH ITECTS F'.C. MITCI�ELL R�/'IDFJ`ICE 1/13/15 15_1770 „ the business of ARCHITECTURE." _ — _—'-- .. _. ..- /ylC, N�' 11958 SCALE: DRAWING NO.: • _ _ _ PECO S • 33105 Main Road, Cutchogue, New York 11935 _ _ —_._� _._..._. _. _�_.___ ..__.____... ..__. _._�_. —. __ —.__ _. _ _... ,� __. _ .___________._______._.. _ A1 NOTED was Phone : 631-734-7007 Fax : 631-734-7347 DISTRICT: SECTION: BLOCK: LOT: p DRAWN BY: A- 1 p://vvww c co-n s-a r h _ m ®COPYRIGHT 2014 NEMSCHICK SLVEWAN ARCHITECTS P.C. 1000 86 7 8 Ecr A5PHALT ROOF 5HINGLE5 OVER 30# FELT ON 5/8"COX PLY"D 5HEATHING. (TIP) '; :,:; :•�; .., : :.,,;, CEDAR GROWN MO!DING. ;:' :'•:'' ` `'i::: ROOF RAFTERS® I6"O.G. A A ,,` IX CEDAR FASCIA BD. A-II A-10 ,pa lxl0 CEDAR RAKE BD. ik CL05ED CELL 5PRAY FOAM INSULATION. CEDAR WINDOW CASING. -•- TOP OF WINDOW CEDAR SOFFIT BD. Ll GLAD TRAN50M ( WINDOWS. REFER TO s WINDOW 5CHEDULE. - CEDAR WINDOW TRIM. ASPHALT ROOF SHINGLES OVER 30# l` TOP OF ATTIC FLOOR FELT ON 5/8"COX PLY{1100D / ELEV. +28'-4//2" mv 51EATHP6. (TYP) 12 12 GLAD WINDOW. 5EE WINDOW 5CHEMLE. ROOF RAFTERS. REFER TO FRAMING PLAN5. 2x2 CEDAR SILL. / TOP OF RIDGE ELEV. +31'-71/2"+/- '+••'% 'S':v,• J..,.,. %:,.;e' -.1:� w S!:A, :; .ri• :.y ,L Pr i+'},v,"',+iY•i •.{e?. ^�•+T; `:,: _�F,z^ :•y>+ r;:. `.. s,!,`t. s,.nk' y,.' ,�. y. t.• �r r. 'i:;' t.4•;t : ?"w^`, � 's. '}t' r..,. .,i, t, `t• �}-. ' PAINTED CEDAR 5HAKE5 CLOSED CELL SPRAY FOAM � OVER 5/e"GDX PLYhbOD INSULATION. (TYP) \ ONVER 2X6 WOOD 57UD5 EASTERN WHITE GIDAR SHINGLE `' AT I6"O.G.. O LOFT PROVIDE CRO55 BRIDGING AT M195PAN5. 3/4"PLYkWD 5UBFLOOR GLUED AND TOP OF 5ECON9 FLOOR NAILED TO MOD FLOOR J015T.' ELEV. +/6'-4" REFER TO FRAMING PLAN5. `t BOYS ROOM GIRL'S ROOM CEDAR TRIM, PRIMED f PAINTED. (TrP) s W-I C105. PAINTED CEDAR 5OFFIT BOARD. - A-15 >r ,t 'm D. TOP OF 5ECOND FLOOR ' I " :p. ySt`•:• :y: n ri7?: '•tix�:t:tS.:i..t.-::V•+:i^ Yr S '.:}'iCYy�r`+,.�::v4• `.- 1k.....:4t '�':!;e'y;'.'r`�•'.ti�? �'�� ,�':�;•�;'s;'�_ S�.s C��.,� +�'.;'�': �.�- ^ � ,�''+. fur- +� ., 1'�; i ;r- ,s.4rc{"..'�tf=K: ��-. r. CEDAR wlNDow CASING. �'/�t� + I Y.1.: t.t ��'rx•'t^.jf'e;i:��'.t�v..' ':ys�• � c TJ•�Y..•r•r.�:'� ��!l"' u=.�d:, .^C., 'i..,.`••,..' -y, ;.1: v!„H L-L-L Y. 13-7 f �w S! .:Lw• •.'�iN•�t .w-t-N,N't, '+sh.' �u::Y_�°�.�:,�.M^. �.ns!S:.S. •t{. ytir'�'�• i I•4.. '$,. 'Y,}' �.• �..,is�: :to+.-.•• ta(•i�+.4t�•A,,m,:...,,,•yt 4r!:a'y', tM °. El El Ell Ll FLOOR.JD1575. REFER :} . CLOSED CELL SPRAY FOAM TO FRAMING PLAN5 INSULATION. (TYPJ GLAD TRANSOM CEDAR TRIM BOARDS, PAINTED WINDOWS. REFER TO WINDOW SCHEDULE. TYPE "X"GYP. BD ON GARAGE �k CEILING. U 4 U IM 4"POURED CONG. SLAB WITH 6X6 #/0 GARAGE GRO55-BRIDGING AT Wh!M. OVER 6 MIL. VAPOR ARRIER r ON 4"GRAVEL BED. (TYP,J. Ml1D-5PAN5. (TYP) m 1 %"PREMOLDED.IOINT FILLER(TYP) •\ GLAD WINDOW. 5EE ti TOP OF GARAGE SLAB WINDOW SCHEDULE. ! •'! GRADE ` F1EV 0'-0" 5T0E PATIO(A5 }' 5ELECTED)5ET OVER 4" I2"POURED CONC. FOUWATION WALL ' PCXIRID CONCRETE 5LAB. ON 12X24 POURED CONC. FOOTING. PITCH l/8"/FT TOP OF FIRST FLOOR 5LAB ELEV. 2'-6" A A gel µ-+me:- •,—.Q • � � `— °.-��m j -1-1- 4" POURED CONG 5LAB -I1-1I-I I OVER 55W TURAL 57EEL • . ; I I—IT_I—IT_I—� FRAMING. 12'PAIRED CONCRETE 5CALE_ l/4"_ /'-0" FO!'UNDATION WALL. 5EE FOUNDATION PLAN. GYP. ED. ON 2X4 -� MOOD 57105 AT I6"O.G. '. • " - PROVIDE CL05ED CELL 5PR K FOAM IN CAVlTIE5. —III—ITI—I — ... . ENL_AROEL� AALL _5 V T/O/ ` ';6/LLL — //2' /'-0' SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE: � A '' DATE: DESCRIPTION: 07/08n4 50%ReV1ew 12/15/14 PRCLIMVIA[a CRO-f-f f ECTION A � 01/15/15 UP t"a' �: _.•�`' v,1 "n `' 02/02/15 519-RCVIA0/1 3/10/15 Pm1T o �N0.119115 2?`/J/ CAD FILE NAME: 1770_A-1 V N EMSCHICK SILVERMANARCHITECTS P.1C. PROJECT TITLE: DATE: NSA PROJECT *: "...the business of ARCHITECTURE." MITCHELL RIVIIDENCE 1/15/15 15-1770 Arlw- - -_ — -- —-- -' SCALE: DRAWING NO.: -- PECO/NIC, NY 111958 33105 Main Road, Cutchogue, New York 11935 _..... I A,/'NOTED Phone : 631-734-7007 Fax : 631-734-7347 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: h tt p://vvww.n s-arch.C(:)m o COPYWGHT 2014 rEMSCHCK SILVERMAN ARCHTECTS P.C. 1000 86 7 8 EC� COPPER FLUE GAP WITH 5CREEN, 16 OZ. COPPER CHIMNEY GAP. vzzh�/z 4"5TONE VENEER OVE 6"CONG. BLOCK WIHT DUR-0-WALL REINFORCING EVERY OTHER BLOCK COUR5E. CHIMNEY FLUE I A A A-13 A-10 A-11 TOP OF RIDGE ELEV. +39'-4" 46OLB. A5PHAL T ROOF 5HINGLE5 OVER 30#FEL T ON 5/6"COXXlX R16705TEEL FRAME SEE STRUCTURAL • ;a PLYWOOD 5HEAMIN& OYPI DRAWINGS. ' ._ �a CEDAR TRIM PRIMED t PAINTED. •tins- tiyt y'L f f(I-) •t`l. a;i,:;: � t•�;f •.�.. :'t`'% +j.vy 1'.. :f.M,a. •C:'l.. ,MY• t.*; S Y,;;,++. ,I,"'• K nt.-. 4Lk•.. M '. j\: v?! ••.•.,• :•i `'•`} i.�•.w:i• w.1•� i.:71 'K ' Aif.' ,>.�.V y'. •V _1„?, .�•ti• T ♦ yv i y I o+a r=' s•"•rtY sy,, a tl' y? " r�;ti ��r' •'�. "b.'' a,,?ry .. 'L YF..,, •hh t„ ?'� .1 I :J r, t �' `jt•A.Rd . t F.a ,.' ,- y'•. J ,� .`:C•.• ,;rw z:+1,.`• h =fig.: .`�i•1J :+:i•5' •{. .•, '�,ir, r�:Shi �� s..7 nh S' N%V. til E-: ...0 f ia... �4-5 �.»r! C .. ..•¢•. -.s?':{ `l. . ROOF RAFTERS. REFER TO FRAMING ATTIC PLAN5. CLOSED CELL 5PRAY FOAM IN5ULATION. (TYP) EA5TERN NWITE CEDAR 5HINGLE MASTER PROVIDE CRO55 BRIDGING AT MID5PAN5. 3�4"PLYWOOD SUBFLOOR GLUED AND s M 5TER BAT IN-1 GL05ET BEDROOM - NAILED TO HOOD FLOOR.I015T. - REFER TO FRAMING PLAN5. m TOP OF 5EGOND FLOOR Li PAINTED CEDAR SOFFIT BOARD. DECORATIVE 5TEEL BRAGKET5(5EE DE7AlL 2,DWG. A-l4� z GREAT ROOM KITC,HEN 4"POURED CONG. 5LAB OVER 5TEEL GA5 FIRE PLACE. FRAMIN REFER TO FRAMING PLANS. G. 5TONE PATIO(A5 5ELEGTED)OVER POI/RED 4"GONG, 5LAB WITH 6X6 NO WWM. OVER GRAVEL BED. TO TOP OF F/R5T FLOOR SLAB A-15 e : TROPHY WOM 5TORAGE ROOM 1 CLOSED CELL 5FRAY FOAM IN51LATION. (7YP) DAMPROOF/NG(;'YPJ : ;: I2"PARED GONG. FOUNDATION WALL �';• :: ON I2X24 POURED CONC. FOOTING. TOP OF 5LAB .w •y, •'..�.•.r R i .. •.' .::.':: ,'�•' .yY.•'• .``• :4•:' :;� %Z"PREMOLDED .,t')INT FILLER(TYP) •' ' %Z"GYP. BD CEILING 5U5PENDED ON 4"POURED GONG. SLAB WITH 6X6 #lO . CHIGAGO BAR 5Y5TEM. (TYP. AT ALL W.W.M. OVER 6 MIL. VAPOR ARRIER FIN151 ED BA5EMENT 5PAGE5) ON 4"GRAVEL BED. (DIP) GA5 FIRE PLACE. A A j •••. :1 CRO-5-5 SEC TION Crl-71111YIVE)0010 55c 7/0/v 56ALE= I/4"= l'-0" I 5GALE= 3/6"= /'-O" SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE: ' ~ <y�> DATE DESCRIPTION: 07/08A4 50%RCVICW 12/15/14 PRCLIMWARY oln5/15 511? CRQ/1 lECTION 02/ov15 5112-RC 00A r No.0290P-& OF 1Jct f/ CAD FILE NAME: 1770_A-1�f N EMSCHICK SILVERMANARCHITECTS F'.C. PROJECT TITLE: DATE: NSA PROJECT *: "...the business of ARCHITECTURE." MITCHELL RUIPENCE 1/15/15 15_1770 — -- --- - -_ ___---- --- - - 7152 11TIM NECK R PECONIC, NY 11958 SCALE: DRAWING NO.: 33105 Main Road, Cutchogue, New York 11935 — - — _ _ — — AV NOTED Phone : 631-734-7007 Fax : 631-734-7347 DISTRICT: SECTION: Q BLOCK: LOT: Q DRAWN BY: h _. tt p://wwvv- n sac co- rh - m �n COPYMGHT 2014 NEMSCHCK SILVERMAN ARCHTECTS P.C. 1000 86 7 8 ECE GL05E9 CELL 5PRAY FOAM INSULATION (TYP) 2x6{HOOD 57UD5® l6"O.G. 5/6" TYPE "X'GYP. BOARD ON 2X6 kl0CV 57VD5® l6"O.G. 5/4 "PLYWOOD 5015FLOOR GLUED AND NAILED TO HOOD FLOOR J015T. REFER TO FRAMING PLAN. EA57ERN WHITE CEDAR 5HIN6LE WOOD AND GLA55 DOOR 51F WINDOW 5CHEDULE. hGAILER 5TONE PAVER 5ET IN t-W BED OVER POURED 5/6"GYP. BOARD ON 2X6 WOOD 57VD5 CONCRETE 5LAB. (2)2X6 CGA 5ILL PLA7E5 ® 16"O.G. PREMOULDED,JOINT FILLER GL05E9 CELL 5PRAY FOAM INSULATION - POUR 5TOP (2)2X6 CGA PLATE5(TYP) POURED CONCRETE 5LAB ON 5TEEL FRAMING GLG5E9 CELL 5PRAY FOAM INSULATION CRO55 BRID NG AT MID5PAN ANCHOR BOL75 POUR 5TOP PIT6H%8"/FT FLOOR J0/5 . REFER TO FRAMING PLAN5 ANCHOR BOLTS • • (Z)2X6 TOP PLA TES(TYP) POURED CONC. 5LAB ON 57EEL FRAMING POURED CONC. FOUNDATION WALL a a I I I I I I 7 R 5 5 TURAL PLANS R. REFER T POURED CONCRETE SLAB ON STEEL FRAMING _ d d III III III III- a II III III III 5CALE_ l 1/2" = I'--O" 5CALE_ l 1/2"= P-O" SCALE_ l 1/2"= P-O' _ „ _ " 5GALE- I-l/2 - l-0 TYPICAL ROOF A55EMBLY NAILER GL05ED CELL 5PRAY FOAM IN50.ATION. 5457ERN NH17E CEDAR SHINGLE PLYWOOD FLUSH WITH WALL OF PIT IX 5PRAY 5TOP. (2)2x6 TOP PLATE (2)2X12 (2)2X6 3/4"PLYhbOD 5UBFLOGR GLUED AND NAILED TO 2X6 FRAMING® l6"O.G. I'-41 l'-4 I/4" WOOD FLOOR J015T. REFER TO FRAMING PLAN . • . . �"PLYhbOD SGREh(ED TO STUDS EVERY l2"WITH #lOX2-l/2"WOOD SGRE{H5 M1NIWM ROOF J015T5. (5EE 5TR TURAL PLANS) PAINTED GIDAR 5GFFIT BOARDS ON BLOCKING. 2X4 FRAMING® I6"O.G. PAINTED GIDAR MOLDING CEDAR TRIM BOARDS PAINTED ' 6"HALF R01W COPPER 6UTTER5.WITH 6" COPPER LEADER v PAINTED CEDAR TRIM 2x6 FRAMING CLOSED CELL 5PRAY FROM INSULATION BETWEEN FLOOR.IOl5T5. (TYP) a PAINTED CEDAR SOFFIT BOARDS 2X6 FRAMING a 16"O.G. NOTE. 5HAFT jBA5ED ON • "HERITAGE"MODEL A MAMJFAC7UREI2 BY GAMBRIDGE. PAINTED CEDAR TRIM BD. 2' )=L A I R �IEJAIL EA57ERN WHITE CEDAR 5HINGLE OVER 30#Fa T 1 / / — ON 5/6"GDX PL rkWV SHEATHING ON 2X6 Y RAIL AALL )mRA MIl �6Z�E IL SCALE_ l-1/2"= l'-0" WOOD STUDS 56ALE= 1/2"= l'-O" \/ E7AILL SCALE- l- QN- l'-0" SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE: DATE DESCRIPTION: 07/08A4 50%REVILW 12/15A4 Mr-UMV1A Y 01/15/15 151D f E.CTION DETAIV 02/02/15 6112-REVIAO/1 3/10/15 PERMIT No.C29Q86 y0�e CAD FILE NAME: 1770-A-1 V IIIII PROJECT TITLE: DATE: NSA PROJECT #: N EMSCHICK SILVERMANARCHITECTS P.C. "...the business of ARCHITECTURE." MITCHELL RF/'IDD)CE 1/15/15 151770 -- — -- ... k PECONC, N 119518 SCALE: : DRAWING NO.: 33105 Main Road, Cutchogue, New York 11935 A/ NOTED Phone : 631-734-7007 Fax : 631-734-7347 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: http://Nivww_ns-arct� _com 0 COPYRIGHT 2014 NEMSCHICK SLVERMAN ARCHITECTS P.C. 1 O00 86 7 8 ECF f 5=3" 7 TREA95® 10.5" HAND RAIL ® 36" 4" 5TAINLE55 5TEEL RAIL •. •d •Q A. •. ° 4". TOP OF GARAGE 5LAB •.. . � 10 TREAD5® 10.5" • �— , dT� ' • / • •• 10 f •. HANDRAIL AT 36" 4 .: .' .' 5TAXE55 STEEL RAIL y \ : d .• I Q 4 .. m _ 2-7 112 � 3 TREAD5® 10.5' 114" 5TAINLE55 57EEL RAIL 4, TOP OF LANDING s ` " ^- TOP OF LANDING �•j— 4t d , •• • :.:, •, :� III III III • °' I— • }.7o ,� III— I I �•.' _ d 01- o TOP OF LANDING r III- — — : •' d in ELEV. +2'-6" •.; ..�./ I III— — : d — — BA5EMENT • . N BASEMENT " •ie'S�:`/ — a .: : •. ELEV -q-6 _ .' I I I I I ' ' . ;': �•: . ELEv -9'-6" ot TOP of GARAGE SLAB -III III III III //ff A�/ d• . �� d. .. . w 0,ARA Z2 -51/A/ - 5 c T/®/Y -5 T®RA ROO `'I 5 7/A A 546C T/0/v 5 TORA� R®®M -5 TA A SEC ��®/i� A-16 SCALE - l/2"- 1'-O" SCALE- 112"- /'-0" SCALE- 1/2"- l'-0" 5 (:4 A-16 A-I6 01 3 W ERS 106 TREAD5 TOP OF ATTIC FLOOR ELEV. +26'--5" �o iV 4=6" 6 7READ5 0 9" UI TOP OF LANDING _ OIL N ® — oc TOP OF 5ECOND FLOOR ELEV +16'-4" 4 77/c5 /� c /O/ A TT/c 5 A SEC TION SCALE = 1/2"_ /'—O" 5CALE= 1,12"_ l'-0" SEAL: _ REVISIONS/SUBMISSIONS: DRAWING TITLE: DATE DESCRIPTIOR 07/0e/14 soy Review /41 `Y�� L i�' 17/15/14 PReLIMViA[D' C c l 01/15/13 510 JTAIR DETAIV ry i C P s 02/02/15 15I0-RUVIOn 3/10/15 Pr RMIT .j. .� CAD FILE NAME: ®OF fJENN 1770 A-18 N EMSCHICK SILVERMANARCHITECTS P.C. PROJECT TITLE: DATE: NSA PROJECT #: the business of ARCHITECTURE." MITCHELL RUIDENCE 1/15/15 15_1770 "... _:. . I MENNEN,_— — ---- - - - - - - -- _ PECONI Y 1 958 SCALE: DRAWING NO.: 7152 INDI /1ECK RD C, N 1 33105 Main Road, Cutchogue, New York 11935 —_.. __... _. _. —. -/ —. . ....._OOF ____.. ._._ ..... �_...._ _..__._ _._ ._T__.__.__.... ___—.... ._ _ _.__�_.. .__... __... _.. �. —..... �J NOTED Phone : 631-734-7007 Fax : 631-734-7347 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: Fitt p://NAiww._n s-a rc h .co m A- 1 b ®COPYRIGHT 2014 NEMSCM RM CK SLVEAN ARCHTECTS P.C. 1000 86 7 8 CDf r 4 TREADS® 13" lo 10 4 TREADS® 13.5" #4 REBAR®EACH STEP(TYP) #4 REGAR®EACH STE-P(TYP) STONE R15ER5 A5 SELECTED ON MUD BED STONE TREADS A5 SELECTED ON MUD BED STONE R15ER5 A5 SELECTED ON t-W BED ° STONE TREADS A5 SELECTED ON MUD BED -.4 a _ =1 I=1 i I=1 11= • ° z z FINISH ORADE FINISH GRADE 117 d d �• I (—III—I I—I ( I—III—III d d . ° j III—I 1I- d d N d • • I—III—I I I— d ° d 1-1 - \ ° !11 •° —III—I I d . 11 I—I I I- =I I 1=III=I =1 •.• �' : •a =III=� '•�•�' �: . . . . '� • • •a. �� ': ' � I=III a � '• � I I=III=I a ' ° —I —III—I 4 -- #4 DOhaS 24" —I —III—III ° III—III—III—III—III-1_ ° d I—III—III— —III—III—III—III . n ® O.G. _III=III—I d : .n I I-1 11=III=III=III=III=1 I I � I I 1=1 I 1=1 I I—III—III—III—III . . . ••• '° ° 1=1 1 5 III=1 I I ° I 11=I 11=I I 1=1 11=1 I I—III d' 1=1 11=1 11= d ° Q 4 -I I=i1 i1 1l d .. .'d•d.° ''° '°°d 11 11=-1 1II1--=I11 II1 111I=—=II1I1II1=—=11I II1 I11I==—II1 I1 II1--=11I 1I1111I==—I11 1I II1-_—I=III 111I1=I=—II1 1I II1—I-=III 111I1=I=-1II II III 1II I1I1 � � •°�d= .a ONTINOUS BR1Ck:SHEF ' ' . ° 1I-=I1I III I1I=I=—I1 1 I1-=I1 I 1I1111==-11 I1 I1- =11I 1II z '� • d� °. • • 1=1 I I—III—I 11-) I I I I ° 111—III—I 11 I I I-111 I I I I MI I I=1 I I; I—I 11 I—III—I 11—I i l—i 11—I ,III I I I—I I I—I I I_I 11=1 11=1 11=1 I I—I I I_I I I III III I I 1=1 I I—I ' 8"�oNCRE,F FAT10N ALL d .. -I I I—I I I—I I M I 5E1 11=1 I I-1 11=1 11=1 I I I I I I I I-1 I I-1 I I-1 I ' ° : • d ;,III„,III,;, III„i -1-11 , III ,;, 1;, , 111, , , 111, , 111-III- � . 8"CONCRETE FOUNDATION WALL 8" 1`0RCH 5TAIR _4L`_;j67Al I SCALE_ P= 1'-0" SCALE_ l"_ /'-O" SEAL: _ REVISIONS/SUBMISSIONS: —�'f?c DATE DESCRPTIOR e \N r^ 071O8n4 50%ReVILw ) 12/15/14 PROLIMVt4RY a 24 .; ��j� • �` OV15115 BID , o� _ 02/02/15 BID-R-Vj/1O/1 N0.0�3^35 L 1fr/ N EMSCHICK SILVERMANARCHITECTS P.C. PROJECT TITLE: the business of ARCHITECTURE." MITCHrILL RVIDFJ`ICE 7152 1/11 AA/`I NECK RP 33105 Main Road, Cutchogue, New York 11935 _............ _.. —__— PECONIC, NY 11958 . Phone : 631-734-7007 Fax : 631-734-7347 f'1 tt p://vvwvv_n s-arch-co m DISTRICT: SECTION: BLOCK: LOT: 0 COPYRIGHT 2014 NEMSCHICK SLVERMAN ARCHITECTS P.C. 1000 86 7 8 5TEEL COLUMN. 5EE 57EEL COLUMN. 5EE FRAMING FLAN5 I FRAMING PLAN5 CONCRETE 5LAB CONCRETE 5LAB- 1, b � 10 1 (1 5 �8) F' TOP OF FIRST FLOOR 5LAB TOP OF F1R5T FLOOR 5LAB - -- ---- - RECE55EDCOLUMN - - _ 6'-IO" POCKET TO BE FILLED I " rn /�� µ e. awl 'Aw�•:J REGE55ED COL" AFTER COL"l5 I I y:Etl POCKET TO BE FILLED INSTALLED. AFTER COLUMN 15 BASE PLATE ON NON-5HRINK GR w INSTALLED. OUT '• � I• GRADE I s BA5E PLATE ON l" NON-SHRINK GROUT °. a ANCHOR BOLT5 BRICK SHELF A ° .� • •a A-i�74'-G 3/4" ' °' ° l/2" 4=l" bL5//2" l4 9 I/2" 15=8" Id-3 //4" 4'-5" d . -i ANCHOR BOLTS I I. 6" d" 7 A — J = O O E3 I —� 5GALE= 3/4"= l'-0" 5GALE= 3/4' _ l'-O" T.O. WALL `0 ° EL. +l LION 1 T.O. 5HELF a. -oL611 N i I TO. HALL EL. +2'-6" _ N I I I ! UN ? T.O. FDN WALL ! m T.O. 5HELF m EL. +2'-b" O EL. -OL 8" 1 T.O. SHELF T.O. WALL P-8 EL. +l'--lO" �- 4'X 4'X 15" J FOOTING ! GONG. HAUNCH REINFORCED WITH �` #5 KEBABS® 6"O.G. / V / T.O. SLAB ELEV -9'-6" I COLUMNS WITH 3'X 3' 15" ;;= I FOOTINGS WITH#$ AR5 L� � _ A A AT 6"O.G. TOP OF TING �"' P '� A-lo 19 2 2 23 ! A-10 I6"BELOW 5LAB. o �t:i.. TO. RV WALL EL. +2,4" ° _ ,:,. A.ka E El/AION PIT AT TOP OF 5LAB 6" N A / DECK ABOVE X� A-I2 47=3 //2„ A V A „ " p0 ell /Ll 1M„ �o! 3=l0" DEG ABOVE 4-8 l/2 / 17-7 I/4 q_1 10 /4'-6 //2" I l8'-O" '!L !I'2" 57EP FOOTING 1 -tq- -1 — — — - — 4 — - - - - - - - - - - - - - I l2"POURED CONCRETE - - - - - yao-. 4 : - H NZ FOUNDATION WALL ET l6"XB"T.O. WALL POURED CONCRETE FOOTING W/ 3 �VEL +2'-6" L 2"X4"KEYWA #4 REBAR5 T.O., SHELF ;4'X (2JA-Ib -0!8"WALL U J - - - - - - - l EL. -0'-4" T.O. FDN WALLOG - - 4 f�EINFG'RGEDWITN I I 3 DR WALLAT a. +2'-6" -� 5 kEBA; ® 6 O.G. T.O. FDN WALL UNcXG f�TE17 I N a. -0,�„ I GARAGE DOOR POURED GONG. ! 57FP5 A I A ®�A-II I A-11 N I ry 1 1 I I I I I T.O. SLAB ELEV. +O'-4,, m 1 I 1 ! T.O. FDN WALL T.O. SLAB EL. +2'-0" DEL. +O'-4" TYPE POG ET " U1\1jFXCA \ 1A T.O. FDN�jX 14 % 8 POURED CONCRETEJf EL. -0-4 FOUNDATION X4LL ON l6"X8" ! L I O 4 GONG. SLAB Wr 6X6 #lO H.H.H. POURED CONCRETE FOOTING l'V/ M =I - _ - _ _ _ a•, - - - - - --- -_ - z 2"X4"KEYWAY (2J#4 REBARS GRAVEL B/mY BARRIER 4" fl v (ABOVE) N T. �.. m A-Ib T.O. FDN WALL `0 — 0 X l6"PIER `� EL. +/'-6" ,� " " T.O. FDN WALL ! ! OVER 4'X 4' l 3=7//4" l4=3" v 3-71/4 /O-lO /7 21/4 -6 3/4 `)1 PTO REINFORG a• -o'-4" 6' -n WITH#5 RE3A �01 u� 1 AT 6"O.G. �n r r (p - - - - - - - - - - 1 I - - - - T.Or.�SHELF a BRICK 5HELF T.O. SHELF 4'-6 /4" 3'-0" 4'-6 3/4° EL. -O'-8" DECK ABOVE _UA 2!./N�.Oelplml y T.O. FDN WALL T.O. FDIC WALL a. +2'-6" 5 � DOTING EL. +2'-6" 1 1 1 A I NOTE.-® 1. ALL BASE PLATES�"X lO"X 12LJ— " a° . 2. ALL BEARING PLATES lO"X lO"X " i i I I I I I I T1 T.O. WALL 1 1 1 1 26L1 + '- " I 1 2/-51/2" 1 I I /2= 20-ll" l2'-1 3/4" 2/=7" 11=2" GENERAL NOTE.- A m T.O. FDN WALL GRADE ELEVATION AT O'-0"AT I 7 EL. +I-lo FOUNDATION WALL ALL AROUND hYPJ " I F01JND N WALL ON/(7 " aA20 5 I T.O. SHELF R5VRE9 CONCRETE FO01%NG W/ 1 EL. 2W4"KEYWAY lf (2)#4 REBAR5 ! 1 ! I I 1 I I I I I I 5'-e T-4 2'-8 //4" l4'-Q 3114 9 2'-7 1,4" q„ l 7" 4'-7 14 �'-6 //4" 5 //4" -6 3/4" lO'-7 //�" 4'-7 //2" l3'-5 3/4" 5'-7" lO'-O" iwOU �/ T/ON/ U 2 3 5 G 7 8 9 10 1 1 1 2 13 (14 1 G 17 109 20 21 22 23 2A ALAN/ SCALE= l/4"_ l'-O" Avitz Engineering, PLLC car NE REVISIONS/SUBMISSIONS: DRAWING TITLE: Structural Engineers ,��'��',��vA-ohr1-Q DATE: DESCRIPTION: 07/08/14 50%RrVILW 12115Akc�r 396 Pond Path * �A * 1n n54 1512 VYARY FOIU11PATIO/1 PLA/`I W 0z/0v15 Z17-RevInOn Seta u ket, NY 11733 ,; 5/10/15 PERMIT q ' Tel.:631-240-9986 ______ �S�9 CAD FILE NAME: `-�=� Fax:631-777-6833 �'°P Ss10NP� 1770�1 PROJECT TITLE: DATE: NSA PROJECT #: N EMSCHICK SILVERMANARCHITECTS P.C. MITCHELL RF [)MCE 1/15/15 15_1770 "...the business of ARCHITECTURE:." __ - - SCALE: DRAWING NO.: K RE) a PECO/11C, NY 11958 33105 Main Road, Cutchogue, New York 11935 ...._ ......—..... _..... _—. — _... - _.. — _......._ _ —_-_ .....—... _._ _... -.----._.._.......___ - �V NOTED Phone : 631-734-7007 Fax : 631-734-7347 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: http://www_ns-arch_com p o COPYRIGHT 2014 NEMSCHKiK SLVERMAN ARCHTECTS P.C. 1 000 86 7 V CDf � i I 4'-7 3% � l9'-3 //2"oe - - - - - - - I - -- - - - - - - I I I I I I I A-I3 I I I I I I I O O - - I. 5TONE HEAF?TH - N W l6 X 26 1 - •. '� STffL GIRDER i • W l6 X 45 STEEL BEAM ffSFfslf�f�f Hfif�f�f®f�f f 'fs I - _ i 1 1 1 5TEEL BEAM W 12X26 • 1 1 •f_f_f�f_f f�f�f�l 1 1 1 1 1 DECK T56�C�X� � •,°I - - - 1 1 � _ .� �• 1 1 1 1 ! 1 1 T56X6X1/2 - T56X6XI 1 W/2 X 26 - - - -- - 5TEEL BEAM _ — _'f�1 1_f e 1 fff>•1 fs 1 1 fffs f�I f ffi 1® = C E �• D N A �ll� 1 1 1 1 / ,•— LEA 1 �, ,. •�1-1�f1�1�1�t�t�f�f�fVp�fs�fslf � ,:rfs• /3'-1 1/2" 20'-7" _ STEEL BE12 AM — 11'-2" - - GALVANIZED 1 1 I A — — ---�- 1 1 DECK 1 ! T56X6X112 .fl 1 k � k � lll -i2 oI �• 1 1 1 1 1 � 11 �, , II� ry 1 N � 1 I. I ! STEEL GIRDER4-5 STEEL GIRDER ! J ffffi — — — — — I � �--- _♦ — � — — -- — -�-�-'.-=_-: = .• •• , — 1 f a f fffs f fffs f�f fs f e f fffs f�Efs f fff�f fs f I f fffs f 1�f ffffi fs f fs f fffs f fffs f fffs f T f fs f fs f f�f a f�f�f�f�f�f fs f ff�l f :' — -- — — — ° e — — _� 6(2x6X� - u' l J J ! 1 1 5TEEL BEAMI ! 57EEL BEAM -SIaL=- WBX24 WOX24 ; WOX24 - - 1 1 1 I II A w w I I N m f S f fffs 1 fff1 1_� fs k W- k - k W- W- k W- X k QU _ 5TEEL BEAM ! TEE BE.4 A W8X24 1 2 -II �1 �1 U1 U1 U) �1 1 I I 1 1 1 GALVANI 1 1 m - 1IN � — �o 4'-7 //4" 2'� w \I 1 117 bp G1 i I I I BEAM POCKET NOTE.• (TrP) _ I A�2 I l°5"LOG 5TffLDECK 57FEL DECK W WE 4"SLAB(TOTAL TNIGKNE55). I I I I I I I I —� L E6 / Y WOOD J0I5T AA3 I WOOD BEAWC71RDER fffs f ffs f fffi 57EAL BEAM t „ B54RING WALL 7'-4" 2'-8 //4" 14'-4 3/4" — �,1�,2'-7 //4" q" l'-7" 4'-7 3/4" 5'-6 //4 2'-5 '-6 3/4"� _ lO'-7 //2" — 4'-7 //2" l3'-� 3.'=�„ 5'-7" lO'-O" 5'-O 114 11'-2" — I I I I �- I 1 U 3 5 6 7 � 2 10 11 12 13 14 1F 17 19 20 21 22 23 FIR-5T FLOOR FRIA.M11\16 �L-AA/ Avitz Engineering, PLLC OF N� REVISIONS/SUBMISSIONS: DRAWING TITLE: SCALE_ /4 = /-O" Structural Engineers •�� oVA-p��a DATE: DEsccraPT�oN: g �� 07/08/14 50%RrVIrW „ �RJ ti: CC 02/02/15 VIP-RVVIO/1 E�ark� 396 Pond Path * s S) * 1/15/15 15117 PJA,/•EMMT./TRUCTURL PLA/`I Seta u ket, NY 11733 1 ,� 2 5/10/15 PERMrr Tel.:631-240-9986 a -" ------ p 08t610 CAD FILE NAME: Fax:631-777-6833 'opesstoN�� 1770�2 PROJECT TITLE: DATE: NSA PROJECT #: IV EMSCHICK SILVERMANARCHITECTS P.C.. "...the business of ARCHITECTURE." MITCHLLL RV17C `ICE 1/15/15 151770 _...- — _ _ _ — _ _ �.—..___._. _ — NDI NECK RP :8H 33105 Main Road, Cutchogue, New York 11935 _._...�._..... .... ._.....- .....--_._.._._ __.-. . PECONI Y 1 58 C /y 19 D �/ /10TED ------- Phone : 631-734-7007 Fax : 631-734-7347 ttp://vvww.ns-arch-com DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: , . h 0 COPYRIGHT 2014 NEMSC"a SLVERMAN ARCHrrECTS P.C. 1000 86 7 8 CDf (2)l J'x l8 2OE LVL RV15E 4 6 (0 1 1 (1 5) ( g) ' 2 X 8 RGbF R,4F7ER5 54'X54'1.8EPa (3l!j'x202.OELVL RME (2)l j'X//7/8'WADLW 2 X 8 ROO=R AF EZ57 Pb575 5#'X5#'1mPa 6' (�l I�"X 11 U4'hF�4DB� - l5'-b" - - l6'-5 - 5'-b l,!^"T 4'-7 5' _ - //2" - - hHN�/Va°eV/M5 Po575 I I I I 00, I I 1 I X \/ A A-13 IL AALL )=RAMINO E XALL �=RAMNC7 L746 FF.o l34 FF.o l34' I I I I I I � _ •: �.. Avo ( /�"X 19�"1.9E " SCALE= 3/l6"_ l'-O" SCALE= 3/l6"_ l'-O" 1 I 1 ��'4�� µ I (3)!'j'x 16 ME LW-RID E i / 1 1 I 2 X 8 RXF RAFTERS W 16 X 26 5TEFL BEAM 5#•x s •LSE Pa -�, - # 1 1 1 1� ®1 1 1 1 _ T56X6X� 756X6X 1 'jy I I 1 1 ,I 1 1 1 ' 1 1"� '� "� �^► w ill x11U4 Xl.9ELVL W 16�` 261 1 1 T5 -1 X17,rr 16 X26 I I 1 1 1 MNWH�„„& �1 1 1 TS 6 X 6 X I I 1\ 1. 1 , 1 1 1 1 1 1 ,1 1 , ►° 1 1 1 1 I 1 I I I I >nl �,I �I ,I�� lnj �� I 1112� \/ �' �' �°' �' �' �' ' � � � � �' �' � � � � I \I \I \I \I \I \I \I \I \I \I 1-' m I ~�I I ~�I ~�I �1 '�I �°I '.�°I ,.I� '.I°I '.I°I '.�°I 1 °1 '�°I '.I�°I '.�1 A NI_ I 1 \ ' \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ �1- I 1 �'-1--� l l l l l l fi - I-_r I t - >- = rt - 1- - fi =1= J - 1- / (V 1 1 I 1 1 1 1 1 1 1 1 1 - 1 a 1 1 1 1 1 1 •, c I pl pl pl pl pl pl pl pl pl �,I �I pl �I pl pl pl pl pl pl �- �* � I j I I I I s : X N 1 1 ' I 1 1 1 1 1 ' 1 ' ' / ■ �I �I X9 � FF.ol64 T56X6X I I I I I I I I I I IIII II f 1 �TSX61X o _ - _ _-'�-�� ..... _ -y ,►y� i 1� �1 1 I I_ �1f1 - -� ■ / \ 17 _ /v/� 1 �I 1 L 1 -1 J J 1 1.- -1 r I ---1 1 - 1 J - E _ 2Xb F.J. _ 2X8 R.R. I-�- ---_-_- T5 6 x d x �RA/Y1�O ETA I A I I I I I I I I I I IIII I p l l pI�GP I l p I�L,PI I I I t �- 2X6 F.J. j 2X8 m1 u� °I °I °I °I I °I�I °I °I I °I 1 I I 1 �� I 2X6 FJ SGALE= 3/l6"_ l'-0" 22 23 0 o a o n- >s Q o- n- tz I s >s a s a a 4 o VUu 2X8 R.R. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 'V • 0. p 0. 0. 'V ' 0. �}-1 !I-I �-I �-1 !I.1 �-1 tJ-1 1 , �-I . �1 . 1 I ■ !}/ 11 �/b l 1 --_2X8 F.J. 2X8 R.R. __I 1 1 1 1 I •+�• 1 1 �, �-1 �1 - , I �■ , / ■ r I \ 20'-7" ( //'-2" - � - - - - - - - - - 1 - \ 1 /, �. / 1 _ 2Xb F.J. I 2X8 RR. . Ip - - - - - - 1IAI_ y+n1 � - a I--� -T 1p -- --III A a ' 2Xb FJ LoI I � � �L_ 2X8 R.R. A-12 �I I \ 1 2XOR.R -� �I / - I i i i IIIi i � � � �I I I I III I I I I I - I I _ �I �I �I II / \ I 2X8r=J _ RR T56X6X� T56X6X In 1 I / 1 1 1 1 r 1 , 1 1 I I 1 . 1 . 1 1 . 1 I 1 I 1 1 (t11 f�l (�I • �, I • ------'-7 - --..,�-----� /0 411 f%'9//2" 2XB F. I Q I (2) l "X 9 " 5TEF.L BEA W 24 X 55 T5 6 X 6 X 1/ 1! 1 1 I 1 I 1 1 1 1 1 . 1 1 �1 \ `�--_-'��y..l • _ 2X8 RR _ 1 _ TS 6 x 6 x - - - 1 2X3 F.J. ..<.. ,., - - - .......,... :,< .,_r .. • � 1�1 1�1�1�1 '�+ � I I• A� _ ..� w rw ,.., -e tp i- ------- mom■-._■ ■ •:a« « , .. ,- .•�•... •�«�..�...N�.,�-..•• ..•- .,.. \ �-� } - - - - - - - j "mI 1 I • f 1 1 y � W�16^ in/51 ELEf�M� I 1 / r 2X8 R.R. - t- F--I- -I Y- = =' -r�j \ =3" ' I 2X8 F.J. �1 � 1 1 -I� I-1 -1 1- 1 t t I 1 /�1 W 0 X 24�TEEL B1�4M I 1 1 I / RAISED FIN. FLOOR AT \ 2X8 R.R. ti I� I - 1 1 1 I I I I I I I I I I I I I I I I 11 m 1 ------+ ---_---- \ _ 1 I 1 1 1 I 1 1 I I I 1 1 I - I 1 - ' Lf) ( I I I I I I I I I I I _ • THIS AREA ro 1 1 1 1 1 I I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 T56x6x� � 1 rsd xd x4 , - I I- -�- -1- 1- ' ' _ ' _'- . _ 1 - 1 II I I I - - - ..._: Ar16�,h �I _ I 1 I 1 1 I 1 1 I I 1 I 1 1 1� ffi/� /' TS 'X6 ' I I I I I I I I I I 1 1 I 1 1 1 1 1 1 1 1 _ 1 1 1 1 11 I I I I I I I I I I I I I I I I I � -4`1 0 1 " 1 - - 1aQ'y�' / 1 I 1 1 1 • 1 1 1 1 1 _ • I I 1 • 1 I 1 1 1 1 I 1 1 1 I 1 1_y 1 1 1 1 1 1 1 1 1 1 Y-1 �- Y--1 -t- Y I hC� �"'� /i i 1 I �'_+�1 r a - I- -1- 1 - 1 I1 +6 �d X I I I I I II 11 I I I I I I I I I _ I I I I 1 1 1 1 11 1 I-` ��t� 1 1 _V 1 1 I 1r 1 1 1 A-6 'h k" I I I I I I I I I ' ' � I- � I � 1 I I I I I -I_� I I I I I I I I I I - ' ' 1 - ' _ � � 1 1 ■ 1 1 1 I I 1 I I , , 1 1 1 1 1 1 I I _ 1 1 I 1 I I 1 I , - � / A mil _ I I I I I A 1 I11�1 1 ' I I I I I I I I I I I I /1 1 1 • 1 1 1 r�i_ , 1 1 1 1 I 1 1 1 1 I 1 1 I 1 I I 1 1 DRA/ I I �I ,,,I I�,I �„I 1„I ,,,I �, �I ,,,I ,�,I �„II I,,j �,j 'Z�11 >nl �I IQI �I �I �I'�II �I � I " � I I I I I ' ' ' ' 1 I II I I I I I I I_1 I _I- I I 1_ I I I I'�Ilo b o 0 0 0 - I I 1 DECK � � •2D I 1 �1 �1 I �I � I � I ,�� `�' "' I I I I I I I I I I I I I I I _ 1 1 I T I T �1 � 1 _ 7 1 I I I I I I I of pl of �l l m / �' / y) _ I QI I �' QI IQI QI QI Q1 QI 0.1 I I 11 1 w l \ 1`�I 1 1 I I 1 1 I I I I 1 I I 1 , �1 °' 1 1 °' 1 °' 1 °' 1 �' 1 1 1 1 I _ c•' i III 4)) \IIIIII _ 1�\ a1 \ Q � I I I I '�I, I I I I I I I I I I I I I I QII0. IQIQIQI � I41QI41Q11� _N �I �r� �: �I� -�t� , Q� I�L� 4�� Q�I IQI I -� Q�I IQI I Q^I I Q I IQI I0.�1 10.� `�� 1 � 10. 141 14� ��L�I0.� I0.� IQI 1 1\ \ \ \ \ \ \ \ \ ' V' ' V' V� - V' V' V' VI vt v, �,/, v, . vl �,/1 �,/ v • k _ IU IU IU 'l� 1 1 1 I 1 1 1 1 1 1 1 1 1 1 I 1 1 III �°I III _ 1 1 I \' I I I I I I I 1 1 I 1 1 I I I I I �° \ \ \ \ \ , \ , N m \ I \. III �\ 1 \I \ I I I I \ I ,\ \ I \ I \ I I I I I I I I I I I I I I I I I l� I I I 1 1 1 1 1 1 I / , 1 I I I 1 ry I 1 1 (� • \ , \ , \ , I I I I 1 /- m 1 1 I 1 1 1 1 1 1 - 1 1 1 1 ; _- I \ I \ I \ I ` I \ I \ I \1 \I \I) 1 - - `� III II I I I I I I I " ''`1 I I I I I I I I I 1 1 1 1 1 I ! I I I l \ \ \ \ Qj Qj Qj MG Ii I I I I I I 1 I _ I ._11yiJ� 1 _ 11 11 _1 � � � %i I • W 16 X 36 - T �- 1T -1 �T �l- I- I J -I- 7 I �TS 61�6�1` L 1 1 I 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 'fw�l I' '��I'-mI'-m1*mI ' mI'��I'��I m '-m I'MI'\�I'��I 1Y� 1'\�I'��I' "�I 1 1 1 1 1 I 1 1 1 1 1 STEEL BEAM j 1 1 f l I I I I ■ 1 I I 1 I 1 1 1 1 1 !i j I I I • I I 11 I H w m `V 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 I I I I I I I I I I \ \ zz 1I-- - . \ _ \ \ \ \ \ \ _ I \1 \1 \1 \ I \1 \ I \ I \ 1 \1 \ I \1 \ I \1 _ \ I \I \ 1 \1 _ 1 II I II I II I II IIII I II Ii1 III I t1 111111 I11tII11l 14 9El vL I 1 1 1 I I I I I I I I I I I I I I I� I I I I 1 1 1 1 I- -'�1_I�Ie1er I a�latal Ia1a1�1�1 I - . ( " "�l• L� I pl p1 pl p1 p1 p1 k 1 p pl p p p p p p p p pI� 1 I 1 1 1 1 1 1 1 1 1 1 1 1 t _ 1 1 I 1 1 �„ , 1 I l "' �6"'19E • • 1 1 1 1 - i' f 1 1 t 1 1 1 1 1 1 a, Q, �, 1I, j �� P'1 �j �� ,j �j �j �I I �I t-I 1�1 I I I I I I I I I I I I I I "�"°I 1 I I I I I 1 1 I I I 1 1 ' ' " I D 1 I I . 1 1 1 1 1� 1 • 1 1 1 1 I 1 1 1 Qln I 4 1 Q I Q I Q'n I �lyn l� I �1 Q I Q I Q I �•l 1 Q I Q) Q I I IY I Q I 0.1 - I 1 1 1 1 1 1 1 1 1 I 1 1 1 _ 1 1 1 1 _ I 1 I 1 I I I I I 1 O � / - -I T5 5 X 5 X IIIII 11 I I I I I I I I I IIIII 1 I T5 61 X 6 I I I I I I �I I Z: >� > 11 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I 1 1 I 1 . I 1 1 fffYYY�� T51 X� 1 . I I 1 ' % ' I I I I I I I j \' \' \' \' \'� - I 1 \I `, \1 \1 \1 \1 \I I I \, \, - 1 I 1 I 1 1 1 1 1 1 1 I 1 1 _ I 1 1 I I �� 111 I11111II I � 11111 I I ill I I � 11! II I \ ' \ \ \ \ \' \ \ \ \ " \ \ \ illllllllllllllllllll T56X6X516 1 1 SX I 1 11 1 1 1 . 1 1 1 1 I _ , • • �j\I _ 1 1 1 1 1 1 1 1 1 1 \-T5 111 6 X 6 X 1 11 11 I III I I I I I I I I I I III I I I I III I I IQI 1 1 1 1 T515 X I XI I I I I I I I I I I I I I I I I I I 11 _ I I I��I�/�I I I I I I I I I I I ( I I I I I I I 1 1 1 1 1 1 I �.. �-N1 -�, _In -1, 1 1 11 I I 11 II IIII I''- 1* I _ I I I �..I.d.. �. 1 _ \ • - - L � J J - 1 1 -'- -'- -� - - L -I_ �I�11I1®1 11 I I I I I I .. - .mom , _ .. W ld X26 �� W l6 X26 ® I I 1 I i J 1 �r � � 7, L - 4 - -,' - - N 16 h �■'� i 1 1 ' (31'l " l4"l'9E ._!•lalal�a_�tal IIa III�II�Ia ��I�Ia1� 11�1� �1 11��111�111� - TEECBLDN LJ- 1-- - - - _ - - - -_ - - - - - - -L. t � � I 1 I 1 1 I illp( 1 � I- (�/ 9 1. E VL 1 J I '.... 1� - - - - - - - - - - - - - - - - TEEL BEAM Wl6X45 �- � _ I � P 1 1 1 1 I 1 - - - - - - - - �A" 1 + �; -�- to ll j jl 111III I I 1111 I I I I I I I �11 I I IIII it 15 � 124 5 1 1 ,1 III I I I11 lo /6-4 -4 % III 1 I 1 1 I 1 1 I 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 I Wl6X 6 l-4 -O S X X T56X6,X �IyI7/ I 1 I I I (�.I {bl of of of of I of of of of h �I of of of - 5TEEL BEAM v - TS�'XV I 1 1 1 1 1 I 1 I 1 / 1 1 I 1 1 1 1 I �I �I �1 y 1 y 1 �1 �1 a 1 �1 1 '1 'I a \ \ \ \ \ \ \ 1 �11 I 11 I�I I 11 I I I I I II I I IIII I I I I I I I I 111 � � � � ~� � � � II 1 � � I 1 � I' 11 ' j III I I. I� 1 I I I QI QI QI QI I QI QI QI QI I QI QI QI QI �I QI QI Qll'_�I STEEL BEAM I I 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 , , X Q � I, j II, I I�I I I I I I I I I IIIII I I I � I I I I I I '�I '�I '�I '�I I '�I '�I I t� \ I 1 I 1 I 1 1 1 1 1 1 1 1 1 1 1 I 1 I 1 1 1 1 I I 1 1 1 I_ _ 11 _ I I I I I I I I III_ I I -I_I I ,a1., ,I= =I,/6 I I �J - I_ _l- J �' I_ L J _I_ L 1 _I_ L J -I� 1 I_ L 1 - - L I-I 11 STEEL BEAM -iJ J L J t - + - - - '- -'- T _ JI I �1- - - - �L J JI �. II L L L o4l J �° �° �° La « � II_ i 6 6mi L00J .� =6 �I. �J� -� �®�®I®f-t®�®�s�®I � _I_ Is a 11 1 I_ ®1 ® 1 1 1 1 I I I I I 1 - - - - - - - - - - - - - - - - - - - - I 7 45 I T56,)(6 X� T56X6X112 I I I I I 1 STEEL BEAM W l6 X 4575 6X 6 X� STEEL BEAM l6 X 36 � 4-11 1/4" 3-//114" 4'--7//4" 1 1 LEr7L=----A/Z7 A i _ 1 1 A ( 1 I 1 = � 12 1 WOOD B WC71RDER A-13 STEAL BEAM .�__g BEARING WALL I 1 7'-4" 2'-8 //4" l4'-4 5/4" 2'-7 //4" q" l'-7" 4'-7 3/, 5'-6 114" 5 //4" -6 5/4" lO'-7 //2" ^" - - - - - - �„ - ��` - - 4'-7 //� - l3'-5 3,'4" - �e - I �- 1 2 3 5 U 7 8 9 10 11 12 3 1� 16 17 19 �20 21 22 23 im)"RAMIN16 I=L-AAI ,5GAL.E= 1/4"_ /'-O" REVISIONS/SUBMISSIONS: DRAWING TITLE: Avitz Engineering, PLLC Structural Engineers ,��'�1, vA-o DATE DESCRIPTIOR 07/08/14 50%RUIEW 12/15/14 PMUMVIARY �w�t7yg 396 Pond Path * ,� * 1/13/13 I510 FIR,/T FLOOR,/TRUCTURAL PLM FR/ r CC 02102A5 1510-RUTA014 r � ,,� Setauket, NY 11733 5/,0/15 PERMIT Rr 1 �c Tel.:631-240-9986 �'�, ,' CAD FILE NAME: Fax:631-777-6833 ° 9©��' �w fi�ss`oN°` 1770�5 PROJECT TITLE: DATE: NSA PROJECT #: N EMSCHICK SILVERMANARCHITECTS P.C. MITC�IELL R�/'IDFJYCE 1/13/15 13_1770 "...the business of ARCHITECTURE." ---- _ SCALE: DRAWING NO S - PILCO/11C, NY 11958 33105 Main Road, Cutchogue, New York 11935 -.. _-.. - ._. _ ____.. .._..__.___ _ __ - ..___.__ -.. ...... .. _.-. _ �__- _.. _... __..._._._ ___..__.- �.. _._.... _ _.. .__ _..-.--- ------.._.__...__-._ A/•NOTID Phone : 631-734-7007 Fax : 631-734-7347 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: http://vvww_ns-arch_com 9 COPYRIGHT 2014 NEMSCHICK SUERMAN ARCHITECTS P.C. 1000 86 7 8 Cpf I I - � I I (3)I "x 16 2.OELVL FM5E 2 X 6 ROOF RAFIBR5 54'X54'10EP& A 01/ 'X!l I/4'X 1.9E L12 A-13 Fb515 i W/l�l'J{N OPFN/hl5 2431411 lO=1/ l/4" 5-2 //2" 9'-3 //2" 2'-8" 11 3-11 I/4" 9=8 3/4" B=1 I/Z" lO-5 l/4" 3'-O" \ / l2 X 6 lo Vx #ROOF LRAFIBQ5 BEAM 5TEEL BEA 5#•x5#•%eEPSL - 11t�ww t.�►trt . _ _ T - \ l 0l j'X 11 l/4'X L9ELVL W 12X26 STEAL BEAM / � II I l�sls ,� V i u j V I V 1 k l 1 k l� ,,, .��..�- ......�_, ,� • m m..., R hnxc�,w 01°HJ/N6 ' kl k1 k1 lI"F9 "Xl. EL.. � . 1. " " I � 1 1 1 (2JI Xq XI.gELVL \ / / \ �� "I N 1 �I 1 I /.. 1 "" I I I I 1 I I 1 I I, I I C.. _ � �/ � �• A \/ (2)li"Xq�NXLgELVL - - —•�- - I - - , ,�1 �j� �j� �� _. .....,_. lM12 5 UU— r i WIDN 5 B M �1 �I W12X26 I I ' ` ` I I -I �I Z1 �1 �I I I I-UI IUU I I I I I I I I I , .1 I I I 1 ® ® ® ® ® 11, U, lj, lj, V, V, lj, lj, 1 1 1 1 I 1 1 1 FF.o/64 , STEAL BEAM 11 I I 1 I I I I 1 I 1 ( 1 I I I I ( 1 01 01i p1 p1 p1 p1 pl F.F.0 164 5 X 6 POST I I pl pl p) pl of q�l QI �1 �I q I �' �' 11 Iml �1 �1 �I �' pl �) °1 �1 �1 °I �1 �1 O (2)1 "X q "X LgELVZ ( 1 I I I ®j ®j ®j ®I �' �1 �1 1 �1 �1 �1 �I �1 ®1 ®1 ®1 ®1 ®) ®1 ®1 ®1 OPEN TO O 1 1 I 1 1 1 1 1 1 ® 'U° u� u� 0.1 0.1 `1 (L I 0.1 0.1 0.1 0.1 u1 h N N N i(� ►r, , 1 �1 �1 �1 �1 .�I I 1 I I 1 ABOVE �I V `�-4 �I 'I 'I 'I �, ( I I I I I I I I I I I I ,, ,, ,1 ,, ;1 ,1 ,, ,1 I _ _ I I I i"X II#" .gELVLAL � 1/ l� � 1 � 3L_j�F AALL � Ill6 L�� IL l j X Il# — r- -I- -� — r — r —r- -I— _T — r i -, - - SCALE= 3/l6" _ l'-O" S ti ti ►; ti ti ti 1 1 1 1 1 1 ,ICJ /� E .o hl NI I I I NI I I NI N1 I 1 1 I I I I 1 1 I I I I 1 I 1 r A ■ 1 I I I 1 I 1 I 1 I I I .�. .� A-10 L -I- J - -I- - L L -1- --1 - -1 1- 1— J U ', 1 U " W 1 9 �� 2 2 ��AREA INDICATES ° I a I I I a 5E+3-O D LOAD�BEARING WALL (TYP,J (21 "X 11 X I.qE LVL I 1 I 1 1X �, — Z F — — — — — —' '- u~1 I t1 I tl I N I N I �~ r I \ l3'-1 l/2" 2 7" //'-2" 1 �...��. ' I 1 �- 1I I I I I UI I ,I, 3�10 //Z" �-4 =5" 1 1 15/ a CI�D�J I 1 k l k l k l k l k 1 k l 1 k l k l k l �1 A t2 � NI � I N �CX � I � I I NI NI CR ` 0 ( �lj "XIII#"�C l g ILVL „ (2) 1 "X q "X I.qE LV2 I j I I i I �I 1 1 ( I I 1 1 �1 I 1 I 1 I 1 1 I I1 1 1 21" 2/-q l/2 8-4 //2 4 /O" 8'-4 //2" M-2 I j � U�l_ 10 .j vl vj vj v, 01 01 0l 01 01 01 ,S 4' (2)/j // //4 '� - �1-0�-� - GP/1711f k — — —,.M. — —DN — DN 4 �O U � . -- •� � `�� 1 �"� t "U U�-I 1- I H- I I �^ �n �(� �^ �n J, i �I �1 �I �1 �1 �1 �, � • � \ m (2) l "Xq "XLgEL1/L ,i I j 1 1 LN11 1'1 V-ml r-ml 1.m1 hl�l 11101 hlNl 1�1 MINI I T HANGER HANGER � ( El � - - - - - - - - - \ \ POST L/P l l q PEST llP ®1 ®I ®I ®I 1 1 1 1 1 1 1 1 1 1 1 I � � _ 1 (� 1'J"X 11#"X I.qE LVZ e �1 �1 11121I �1 I I I I 1 1 1 1 I 1 1 ' 1 1 I ' ■ 1 U■�'��-•1 m I 21 xil � � ° I � . 1 1 1 1 1 I 1 1 � (4J l x�4 I I "I "SI �I �I "I vl vl vl 0 0 0 0 0 0 o I IT 1 1 1 I 1 1 I (I)l jXq a a a l a j a a l a e l 1 1 1 I 1 1 ��. _• A ®. A-11 - - DN 2X4G.T. 1 1 I I i 1I11II_ � �I � � � � � �=___ —__ _- 1 I I 1 �'I I I II 2X6 ® l6"O.G. 1 Iz 6 G.J ®l6 OG. (SLOPED) 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 `I " 1 j O I , O I O I 1 1 1 1 I 1 1 1 1 1 1 1 r ( I I I I I I I '^' 1 � _ 2X4 G.T _ 1 1 1 I 1 I 1 I 1 1 1 1 I 1 1 m ` " I 1 1 I 1 1 1 1 �� > � � � � � � � � > > > > � 2X6 ® l6 O.G. r I k s-s 2x6 G.J. ®l6 O.G. (�LOPEDI 1 1 ' U' U' U' 11' 1,S U' Vs Us Us Us Us U' V' 11' U' ----' e _ 2X4G.T - ------- ----_=�1.. �I 1 ®I ®I ®I ®1 ®1 ® I �1 `al �I `AI �I �1 �I `oI `al �I �1 �1 �I �1 �1 O'IFA7N a 1 I 1®1 I I I i GP Q �I u11 u11 1 rt11 h k 1 \ \ ,l "X II "X LqE LVL 2x8 G.J. ®l6"O.G. (LOPED) I I I I `D I I I N' N j N j N i N' N' N' N' N' N' Ni N' N' N' •�•• / g (2J # �_ 2X4 G.T. _T_—__—__—___—__—__ 0. 0. 0. 0. 1 1 1 I I 11 I 1 I I - - •...■•�•) JX Um --- _ _ -- _ 1 I `^1 I 1 I I I 1 I I I I I 1 I 1 1 1 1 _2X6 ® l6"O. i' 'v' f s �V 2x8 G.J. ®16 O.C. (SLOPED) 1 "�I ^FO11 "�1 ''�I1 ^+m 11 I I I I I 1 1 1 I 1 I 1 I 1 / I pl 01 dRN 2X4GT �I ' ZI 1 I 1 I 1 I I 1 I I 1 I I I —L-------�-----_ 2x8 G.J. ®16 O.G. (SLOPED) I ` ' _ { -i 2X6 ® I6"O a a a _ 2X4 C.T k �y i 1^ • I ■ ■ 1®1 ®I ® YI ■ --- - ---- � I 1 a ■ I I I I ( N I, � i� _2X6 ® l6"0.�. POST DOWN L 2�0 G.J. ®l6 O.G.:(�LGr'ED) 1 I k I I 1 1 I -6 //2 5-4 //4 _ 4-g9/4 k I E� -----,� jryj NI k 2X4 G.T - ------_ _ _- 1 I I a 1 1 I I 2747G.T. % 2T. - _ 2X4 G.T. _ .�r.....I.. ..�9 - I __ N " �_ 1 m I I 1 ft � 1 1 1 I I 1 1 (2)1� X 11# X L9'E L �! X6 ®_l6_-. =2x6 G.J ®l6"O.G. (LOPED) 1 I - ■ I I I I I -- _ -- - -2X4 C.r. 2X4c.T 1--------!------- -L_--- m I �, t / ---2*6 G.J. ®I6"O.G. (L ED) I aK 1 I 1 1 lU 2X4 G.T. I 2X6 ® l6"O.G. v1 `j1 `j1 `j1 `j1 `jl `jl I 2X4 C.T 1\ I 1 1 1 I 1 /1I 1--------- O O O O O O O O p II _ =__"--_=-_ ___ IX I I I 2X6 @ ON O.C. �1 �1 �I �1 �1 �I �1 �1 2�0 G.J. ®l6 O.G. (SL D) I I I I I _ - d _-_-_-_- -_ 2X4 G.T. (/)I X q 1 1 1 1 1 I ®1 ®1 r_ 2X4 G._T.= -----= _-- I m J. I 1 4.71 .. .- --------� ® ® ® ® ® ® - �I �1 �I �1 �I .�1 �I �I k P - - - - - - I- - - - Lam•'•"'- .....-•I --•� - _ - - /bN- - r_ 2X4 G.T. --- - - - - - - V'11 -N�--- i kil- r1 I -Axi-c „ I 1 1 I I I GP 5 Z l _ 2X4 C. T ■ � 4=10" 4'-lO" �� (2)l X 11# I.gELVL I 2X4 G.T. - (2)l "X 11 "1. E LVZ ------- • (U I g 4 I (3)l J"X 11#"X LgE LVE I (2J I "X 20"X I.qE LVL I L_ 2X4 C. _� HANGER HANGER P05T UP P05T I P /DN _ 2X4 G.T. 2X4 G.T. " I � I I I I I (2) I J X I# 4'-lO" =2" l'2/ " 4 /O" A A A XX I y I .�......•. WOOD.JOIST I WOOD BEAM/G1R7ER STEAL. BEAM 6 20'41//2" //,6„ 21, 7„ '-3 5/4 7L6 //4" 2=3 3/4' 21'-7" 11L 2,N BEARING WALL ✓r'-6" 7'-4" 2'-8 //4" 14'-4 3/4" 2'-7 // q" l' 4'-7✓�/4" 5'-E I/� '-5 �'-6 3/4'7� l0'-7 //2„ 4'-7 I/�" l3'-5 5i4" 5'-7"�� /O'-O" 5'-O 1/4� 114 �!Prt� 01�Ifrtn,` A \ � A �@ 5 1 2 3 5 s 3 6 7 ( 8 9 10 1 1 1 2 1 3 4 5 3 1 6 1 7 19 2G s 3 21 22 23 U U U ATTIC �=LOOR �=RA/Y/A/6 RL-AAvitz Engineering, PLLC �� NEB, REVISIONS/SUBMISSIONS: DRAWING TITLE: 5GALE= 1/4'_ /'-0 Structural Engineers ,��'� 20VA-o , Y� DATE: DESCRIPTION: 07/0en4 50%RMW Fka * y�, * IA 5n4 151DPRL MVIARY ATTIC FLOOR FRAMING PLA/`I 396 Pond Path �. � • ��/�� n � K m 02/002A5 15ID-Rf IA011 4011, Setauket, NY 11733 m � Tel.:631240 9986 � CAD FILE NAME: ' --- Fax:631-777-6833 �Opess%t� �i 1770�4 PROJECT TITLE: DATE: NSA PROJECT #: N EMSCHICK SILVERMANARCHITECTS P.C. "...the business of ARCHITECTURE." MITCHELL RVI)MCE 1/15/15 15_1770 AML - - --- -- __ - SCALE DRAWING NO�— PECO/YIC, NY 1 958 33105 Main Road, Cutchogue, New York 11935 _. _._...... ._ _... ..__ ____.. .__._.._.._''°_-_ ............ ...................... ......_ __. ..... ..................... -.. . —_.._ — __... Af NOTEP 1 Phone : 631-734-7007 Fax : 631-734-7347 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: If,tt P://xAfvvvv.n s-a rc rl .CO rYl e COPYRIGHT 2014 NEMSCMCK WVERMAN ARCHITECTS P.C. 1000 86 7 8 CPf ^ 4 Y I — — 5'-8 //�, 4'-7 3'4 — — — l9' l/?„ — — --E _ �- 1 - - 2XlORR I I 3 2 I I I I I I A CRICKET A-I3 /l GPl a 16"O.G. 2XIO R.R. 5 X5 BEARING i 2 X 8 CEILING TIE -- ---- --------- -- ---- 2XIO R.R. - ----• \ / ----�-- - -- --- - - - -12XIORR. — - - - 54X54BEARING 1 1 1 1 1 1 I I I 1 I 1 - -—- ------- ----- 1 I I I I 1 1 1 I I I 1 J --------- ------ ----� -- __ _ . vs- .::+�z•.. .�'�zWe ' ..,;� _ we.. ,3Yme14weN4 .161 ...� E ■ ■ ZXIO .R. �- I I I I I I I 1 1 _ _ -- _---_ - -------- -_ ( I I I I I I I I I I I II I I , I I I 1 I I I I I Ire IN I �9 "' l.q L1/LI X 7 P05T �Y �NKI i�- --�- -� -_ -,...I 1.--+_-. I I I I I 2XIO R R. g - - - - - N - N - - - --- -----------_.------_--- -� I I I I I I I I 2XIO R.R I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I --------- ------- --- -—- - --- 2XIO R.R. N 1 I 1 1 1 1 1 1 I 1 1 2XIO R.R. 2XIO R.R. I IY t4 I (2)l ?X 9 X 1.9E L0-I I ( 1 1 I 1 1 I 1 1 1 1 I I 4 I I 14 (4 I or I IY I tY 14 I I 1 I �6 --------------- -- TOP OF SECOND FLOOR o l o I I I I I ELEV +/3'-4" ,qt Qr I� 1qt IcY 1� IW 1� I(Y 1 ! 2XlOR.R. 2XlORR. �'� t 4 O k k k k k k k a 1 1 1 1 1 1 1 1 1 I 1 1 1 O II fl 10 I O I O t Q I O I O I O i I I I 'L _ _ _ 7 X 7 P T _ �� I I I i I O I N I" I" I" I" I" I" I" I" -—-—- --- --- - ----- 4J 2XIO R.R. RR r 2XIO -2 --- IN III ,k I to Ip to XIO I RR 1 1 1 1 1 1 1 1 1 1 2XIO R R 2X10 R. i 11 ff ' I 1=)RAM/1l6 SET/AL- A _A -- L_ _1 '" 2XT6 R.R. 2XIO R tY 'O " 7 7 T I 1 1 1 1 ' T 1 1 1 I 1 I 1 1 1I k = N N = I O IN i I I I I , 1 I I ( I I I I I " _ G 56ALE- l/4" - /'-0" 5 X 5 POST 1 JI 1 1 I 1 I 1 1 ,ZX p _ " - 1 k Q� I _ _ JIZC _ - NN:.. rNNNrE t N J l �20-2.OEILVL lDG 1 -- (3 I 20 .OE VL R DGE E 1 II 1 1 1 1 1 I 1= N N 1= lRX;Z� 1 i i I I I I - I II ( I I I I I I ( I I I a I= -—- -—- W �r 3� 5 LOE k L 1 I 1 I tY k 2XIO R.R 2X10 R.R. 'k 'W I I I I I I I 1 1— 1 1 1 A 19 22 2 ml A 1 11" _ __ _ - 1" lk itY '� ■ �' 1 1 1 I 1 1 1 I '�,-- - - - - A-lo 54X54 1.6EP5L 10 cV 2XlO R.R 2X10 R. c� l "X q "X 1.9E LVL l "X 9 "X 1.9E LW- A-Io I 11 1 1 1 1 1 I t i i 1 1 o I i --- --- ------- 1 I III I I I I I I I - 1 I I I —2xlo R.R 2XIo RR —1 Y--� fi— —Y1----1 1 O F — — — — — — 4% -- - --- - --- I" •O I ( I I I I I IM I Iry l3'-1 I/6" 1 �O'-7" — IV-2" — 1 'qr I� IQ Ik i I 2XIOR.R. 2X;11R.R* — — — — — - — - O � � WWWW � ZXIO RR0 RRI� I I i ( I I II I A�12 1� N 5 N X 5 P05T Ikll,� lklklklklklklkll" I I I � - " I " " " " " 2XI0 R.R. 2XIO R.R. I I I I" Ik t 1 O (� 1� I I 1 5 X 5 BEARING 5 X 5 1.8E P5L I I I I I I t ( t 1 I I + --_---- - ------- 5�S�POST ---------- I 1 I 1 (w IN �� Ip I� 1� t I� I (3�l j"X l4"X 1.9E LVLI 2XlO R.R. 2XIO R.R. I I I " I'� k I I --------- ------- ----- - _ _ _ _ w--- --------- ---- I I I I I I" I" Iry I 1� �- --- ------2X8 2X8 R.R. -- 1 I 1 1 1 1 1 1 1 ' 1 -- — I 1 1 1 1 1 1 1 1 1 I 1 I 1 1 I I 1 1 1 1 ■ f 1 1 1 1 I I 1 1 I II I I I I I I I I 2XIO RR _ 2XIo RR. N II I 1 I 1 1 1 1 I t --------------------- --- --------- ---- _ I I I 1 1 1 1 1 I 1 1 1 1 I 1 1 1 1 1 2X 2X8R1F. - F 1 1 N G 2XIO R.R. - —I -I. -.I--._ I-�, - - J 1�-X �EVt II I ( t I I I I I 2XIO RR 2 O R.R. -1- — - = - - - -- - - -- I -- » - -- - - - /qFi 1 I 1 1 1 I 1 1 + �• 2X R 2X8 R.R. -- ( i 1— — — — — — — N E :w■_N.. — — — — —�— ---------ZXIO R.R. ---------- --�--- 2XIO R.R. --- - ----------- I 1 I 1 1 1 1 I I 1 U -�- R y I ( ( II 8 _ " _ _ _ I/ N�T "1 /g �� 1- 1- I N y� 2XIO R. 1J I 1 1 1 1 1 1 1 I I 1 I I 1 I I 1 1 ------- ------- ----- ----- m I -' I I I I I l l l l t l l l l l l l l l l 2 6 R.R � 2X8 RR. I I I I I I I II I (ZJI I I I I I I I I -� --------- ----------- -- ----- -}--- ---- _- ---- - - ------- 1 1 ____ ANGER BELopv_ _ HANGER BELOW _ `I 1 I I ZXIO R.R. - 2XIO R O� 2X10 R.R. 1 1 1 1 1 1 1 I 1 1 I I 1 I 1 I I 1 , 1 1 1 1 1 1 I I I �- - — —-—-—-— -—-—-—-—-—-—-—- ^--- —-—-— --- k —-—-—--- ----------- -- -- — ------ — - I I I I I I I I I _ _ _ _ 2X8 R.R. 2X8 R.R. I r -� 2XIO R.R. 2Xl R.R. '� '� '� '� '� '� '� '� '� '� '� '� '� '� '� --- ------` ------- --- I '� 'W '� 'W '1 '� p 2XIO R. �Y ri or W 4 4 4 or W W W W W W or 5 4 X 5 4 BEARING _-- I -------------------_—_-- -------------_—_-- " ---------------------------- t�a Ica I t ca I co t ca Ica t ca Ica I cXX� I�XXo I Ica Ica I I I I �' (2)l X 20E RAFTER J I I 1 I I I I I I co- - - 2XlO R.R. I 2XII R.R. = r 2XI0 R.R. 'N 'N '" or --------- ---------- I '" '" '" 'I� 1 5' x 7 Posr P05T OHInI I I I I I I I I I I I I I I I I I I I 2X8 R.R. 2X6 R.R. I l i l I I I I I I I I I _ _ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 for 1 1 1 1 1 1 1 1 1 —_—_—__2XIo RR__--_—_—_—_—_ _ _— —_—_— — _—_ - ------- 2xro RR _—_---_—_ �y 2x�o R. r 2 2X6 R.R. 2X8 RR. , 1 k 1 1 1 1 1 1 1 1 1 ZXIO R.R 2 /O R. - —_ — I. J� I I I I I I I I I I I I I I I I I I I I 1 _ _ _ 1 t I I" 1 I I I I I I ------------------------ 2X10 R.R. E I ( I k I I 1 i _ I I , • 1 I I I I I I 1 1 I 1 I I 1 I , Qr 1 , 1 1 1 1 1 1 1 1 1 A 5 X 5 BEARING -�.,=------------------------- ---- ---- ---- - - ---- II X I " X 'oc I 'o; or 3 2X6 R.R. 2X6 R.R. I IW 1w W IW it for l l I I I I I I I I ,� I ___-- ___-- 'W 'k I I" 1 ' 1 1 1 1 1 1 11 1 A-II v —_-- 2X10 R.R. - _-- 2 O R.R. - ZXIO R R. ) I = = 1 I I 'L i i I N i k '��, 2X6 RR. 2X6 RR I I ' v I I I I I I I I I I I A-II - ---------------_-- -- --- 5 X 7 POST = I I I�CI� I I k I I I I I I I I I I I 17�c 5 4�P05T I I -I - - I I % I" i'CRIN, N " I 1 1 17X17P I T 1 1 I I 1 I I 1 1 I I 1 I = I 1 1 I 1 1 I 1 1 A --- 2XIO R.R. ----- " ------- 2XlO RR-- ---- N = 1= 1 I._ I_� (3�l 1 X O 2 L Rl GE " 'k '= N N " (3�l X 2. L Rl E m 2XIO R.R. / " 2XIO R 4= _ 'Ix '(Y 5 X 5' L6 PJ•U IQ' I= N N i I ' ' I I I I I I I I I I I I I ' ' iW 2XIO R.R. ZXIG�R. �� j 'or ' IY I10. ' ' ----- --- k 1 k iiI , , 1 1 1 1 1 1 ' ' ' iiI k ' -X-1 --- - I I 5 4 X 5 4 L6E Pa Q' 1 I I 1 1 1 1 1 1 1 W I k I" 2X6 R.R. 2X6 RR I I I I I I I I I I I I I II I� I I I I I I I I I I II I �- �V I �V c0 1 or 1 I I 1 co 7 I 2. E I --�------ -+------- 1 _ _ _ cy ca I re� 2X10 R.R. 2XIO R.R. Zllll�g0 R.R. III t" - -------- --- ----- 2x6 RR 2X8 RRI8 R.R. 2X8 R.R. I I I I I I I I I I I I I I I ----- -- _ _ 2XIo R.R.RR 2;l'io R. . A t I -- _ �_ _ _ 2X6 R.�R 2X6_-2XIo R.R. - --- T 1--4 1 1 1 1 I I-41 - - --- --�� I� I I W I � I W I W I -- ---- ------------------- J I I .�i I I " ' 4- 2X8 R.R.R.R 2X6 R.R. �c � `� 2X6 R.R 2X6 R.R. 11•I I I I, �. Zxlo RR 12X10 R.R. ----------- "--------- I I " I k , a ,�I I I I I I N, , k 2-N, I k l l 1 1 Ul 1 1 I 1 1 II 1 1 I N ( 111Y 'IY 'cA --------------- --- --F------ -- ---- ---------- p� 2X6 R.R. k 2X6 R R. " t I Iti 2X6 R.R. �i 2X6 R.R. I I I" I" 1 '•br (ca I c j 2XIO R.R. XlO R.R. '1•' ---------- ' ' ' X X ' N ' ' ' .k k ' ' ' ----------- ------------- IIII ' --- ----------- -—-— -�--- -- ------ ��------2X6 RR------- 2X6 R.R. I I " l ` 1 " I I I I I I I I I II I Ifs I ---- XlO RR 2XO R.R. ---------- -- ------- � --- --- '� i �� 1 k 1 k 1 k 1 1 � - 2X6 RR.--� ----- 2X6 R.R. k III 2X6 R.R. 2X6 RR I I I 11 I " I " I " I" I'• - ------- ----------- ----- -- l � 2X8 R.R. 2 X 9 R.R. - -- ----- X6 R.R R----R------ ��-_--- - xioR 2P -------�- ------- 2X6 R.R. 2X6 R X6R.R. (2X6 R.R.RRI 2xio R------- -- - xro —-—-—- I(2) x 1215P#iI 11 b. 19E 1 VL — — P I --_____ _______ 1--- --- - -- -------- --- ----- ----- -----' --- 2X6 RR 12X8 R.R. 2X6 IZR. I I ( I ---- ANGER BELOW (2)I X I4 .oE RAFTER HANGER BELON _ 2XIO R.R. -�• ----t X8 R.R.----- ------- 2XFRR. ----- - I I 1• I I I -1 ----- 2X6 R.R ------- ------ 2X6 R.R `t 5�q X S BEARING = � 2X6 R.R. I 1 7 X 7 BEARING --_ ------- ---- 1 1 1 1 3�X 5�POST I I 5�X 5�BEARING --- I= I—_ —�-------- -�- I I -y------- ------- --------1----------•1 -- 2X6 R. 2X6 RR ®11 X8 R.R. 20 R.R. ----- ----_-- 2X6 R.R. ----_Ili--_ _ 1 —-— ---- -—-—-—-— ---- — - -------- - -- - -- XB R.R. X6 R.R. - - - - - t 2X6 R 2X6 R.R. --_=2XOjQ (_ —_ _ _ -- = �X6KR-----�' --- BE4RIM(5 Wi4LL BELO , (T)"PJ --- •- -- - -------- -—-—-—- -- --- --- -- — - ------- ------------- --- -- 1 X6 R.R —2X6 R.R. 2X6 R.R 2X6 R.R. • EDGE OF ROOF lj X9�N dCL9ELVL 5 4 X 5 41.6E P5L 5 4 X 5 4 BEARING 5 4 X 7 L6E P5L 51/4 X 5//4 L6E P5L OUTSIDE LINE OF XALL BELOW(TYP) kWD,J0I5T A A A-13 A-12 I •�••�••� kWD BEAWC71RDER 57EAL BEAM -� BEARING kb6,LL I J'X 9�"X I.9ELVL 1 j,,X q�'X L9ELVL I 5`-8" �, 7'-4" -8 114" l4'-4 3/?" l/ -7 //4" 9" l' 7" 4'-7 3/4" 5'-6 //4" -5 //4" -6 3/4" /0'-7 //2" - - �, 4'-7 //2 l3'-5 3,4" 5'-7" lO'-O" �, 5'-O - �- - —� - " - - - - - - I I I I I A A R 1 2 G 7 8 9 10 1 1 12 103 14 s 3 1 6 17 1 9 20 S 3 21 22 23 ROO= �=RAMINO �L_A N iSCALE= 1/4"_ l`-O" Avitz Engineering, PLLC of N REVISIONS/SUBMISSIONS: DRAWING TITLE: gi Structural Engineers �� OVA.o�rQ DATE: DESCRIPTIOR � Ric 9 07108114 50%REVIEW t� 12AS114 PReunuIAW kcrp 396 Pond Path * � * 1/15/15 blu ROOF,/TRUCTURAL PLA/1 tt �{ Setauket, NY 11733 , -)/10/15 PERMIT .Tel :631-240-9986 �� h, FQ �a�ra,%C �. CAD FILE NAME: ! -�--- Fax:631-777-6833 °Fesslo 1770 f 5 PROJECT TITLE: DATE: NSA PROJECT : N EMSCHICK SILVERMANARCHITECTS P.C. MITCHELL RFt/1DEIICE 1/13/15 13_1770 "...the business of ARCHITECTURE." _ -- - ----- � SCALE: DRAWING NO PECO/11C, NY 11958 33105 Main Road, Cutchogue, New York 11935 F—C — _ _ 00< Af/10TED Phone : 631-734-7007 Fax : 631-734-7347 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: �. h tt p=//NMww.n s-arch_co m i►COPYRIGHT 2014 t•EMSCHCK SILVERMAN ARCHTECTS P.C. 1000 86 7 8 CDf i COLUMN TS6x6 POCKET TO BE FILLED AFTER COL. IS ERECTED 2 1/2 it xl/4" I WASHERS FINISHED GRADE FIRST FLOOR SLAB X EL.(f0'-o))) �< —x—%'..—x—x—x—x:<x—3P--°x'4 P0 12 TYP PIER 18"x18" TIES #4@8 TYP. TOP OF PIER #5 LAP .e�.•.•. . . . • �•+' • '...::a:• (SEE PLAN) o _ 1" NS GROUT :: "" (4) 3/4" 0 A-307 — — -- —� �12 °. e °^ °'• '°I G. 'e : ..� ANCHOR BOLTS _ o `< 12 . °. ° .. 3"min edge dist. CONTRACTORS N G a °' ° e PIER a s 8#6 BARS #5 CONT. ° ° ° VERTICALS OPTION TO USE : ° a STEPPED FOOTING. • # ° e. Ib " n :'ee ° # 8 6 VERTICAL ' • e, • .'4' ' TIES 4C�D8 REINF. ° D 4H MIN. •° , '•°„ ' °. • .• • °•e „. .•°• d • •° �e• .` 2L JJ e. e NOTED IN PLAN AS `.SLOPE .e e e ° e e ° e .�. ° ' d e. de a e• 41 SLOPED WALL FOOTING STEPPED WALL FOOTING WALL INTERSECTION 18 OPTIONAL d• •° SCALE: NTS SCALE: NTS LAP = 1.3(LD) Ai 947 PIER ` d ° e :• ' APPLY THIS DETAIL WHERE CHANGE IN WALL FOOTING ELEV. IS REQ'D. SEE PLAN TYPICAL PIER Z BUTTRESS DETAIL PIPE TRENCH 1'-6 EXCAVATION MI CONCRETE SLAB i PIPE TO SLEEVE CLEAR " NO PIPE IN THIS HEIGHT OVER ENTRANCE (TYPICAL) /2 EL. (x'—x") MINIMUM WALL_ REINFORCEMENT " 14 NOTES UNLESS NOTED OR SHOWN OTHERWISE, PIPE 9 M -' - = w 4 •' ad° °' 4d ° • ' `�' °• '• .4• ALL WALLS ARE TO BE REINFORCED (AS 1 . VERTICAL REINFORCING e d ° A MINIMUM) ACCORDING TO THIS TABLE SHALL BE CONTINUOUS BOTTOM OF FTG ' � N1 °� ' �� •. •' •• � •' w OPTIONAL JOINT ° '• .e ° . FROM STRUCTURAL WALL HORIZONTAL VERTICAL 6" MIN. — — — — — — o LEVEL TO STRUCTURAL /�h THICKNESS REINF. REINF. LOCATION LEVEL, UNLESS _ Q � e. a J 2 6" MIN. 1 6" AND UNDER #3 © 9 #4 ® 12 WALL CENTER OTHERWISE NOTED. L ° 10" OVER 6"-8" #4 ® 12 #4 @ 12 WALL CENTER 2. HORIZONTAL REINFORCING WHERE PIPE 'TRENCH EXCAVATION IS 9" MIN.(TYP.) SPACING SHALL START REQUIRED PARALLEL TO FOOTING IT ,�— OVER 8 —10 #4 ® 10 #4 ® 12 WALL CENTER SHALL BE KEPT ABOVE THIS LINE. AND END WITH NOT STEP FOOTING AS NECESSARY TO TYPICAL CONCRETE SLAB OVER OVER 10"-12" MORE THAN 1/2 MEET THIS REQUIREMENT. #4 ® 16 #4 C� 18 EACH FACE SCHEDULED SPACING. FOUNDATION WALL C� BUILDING ENTRANCES OVER 12"-16" 4 ® 12 #4 ® 16 EACH FACE TYPICAL DETAILS OF PIPE AT FOOTINGS. SCALE, NTS # (IF REQUIRED) OVER 16"-18" #5 ® 16 #5 ® 18 EACH FACE OVER 18"-24" #5 ® 12 #5 @ 16 EACH FACE SLAB SCHEDULE OF OVER 24"-28" #6 ® 12 #5 ® 14 EACH FACE THICKNESS SLAB REINFORCING (t) WWF 4" 6x6—W2.9xW2.9 t 2X6"D 5nV5 2X6?V00 57UD5 MESH OR REINF. VW OFEVERIOR UALOF&TERIOR J, SEE PLAN 5/DIW/FLARE. I 5/DIW/FLARE 11 VAPOR WWF REQ'D.PLICE NOTEW3 ERE �� I GO"'�'�'�� t FOOTING • • w Z B ARRI E �2�2X6 5/�.r�.,a,�5 I (2J ZX6 5/LL PL.A7£-�' , F O O TI N G Q , , , , DOWELS TO o wJ DOWELS TO w z TOP OF FIRST FiG12R SLAB TOP OF FIRST FLOOR 5LA6 0 • • Z �' +2fi , _ _ _ _ � +2-� , I ��j ti= MATCH WALL 6" W z MATCH WALL 6 ,':rtz. F,Fx X 5nM.AA151S DECK Q BEAM POCKET FILLED ��;% •r"s` _ . X SORT _ AFTER BEAM is 5Er >y� Q VERTICALS N °- X L CONCREff _ 4 = °`� VERTICALS v MIN �' -' F- 1 TI 57Ea BEAM ON — MIN N ^ 4°BRICK-%aF s° 'DEARl �A� A CONT. KEY �' C O N T. K E Y 4 BRICK 5k3FFF C-RAPE2 3tER OF COMPACTED °° : °° #5©10 C 0 N T 3t o #5 @10 C 0 N T. o GRAVEL SUBGRADE (MIN 2— #5) (MIN OL TOP OF BRICK Sr�aF '• : ¢ TOP of BRICK SNEZF ' � a 2- #5) • -o',6• � ,0'-0" TYPICAL SLAB ° #4C�?18 #4©18 UNLESS W UNLESS OTHERWISE OTHERWISE W ®LAVA T �®UNVA TI®AI C IA I SHOW N 1 2 NOTED 5GAL.E= N.T.5. SCALE= N.T.5. SECTI ON SECTION- SINGLE LAYER WALL REINF. DOUBLE LAYER WALL REINF. Avitz Engineering, PLLC Of NIE REVISIONS/SUBMISSIONS: DRAWING TITLE: Structural Engineers Q�ti aVA,.ay'r0 DATE: DESCRIPTION: g" �`� ovoan4 50%REVIEw Q` 12/15/14 PREJMVWY �nG,a 396 Pond Path * ,� IA3115 BID JTRUCTURAL DETAIV r^ cr IX 02/02n5 15117-RE gA011 Seta u ket, NY 11733 u 3AO115 PCRMrr 1 � ' Tel.:631-240-9986 � c CAD FILE NAME: '_, •=-- Fax:631-777-6833 'o��ss�aN°'4 1770rf-6 PROJECT TITLE: DATE: NSA PROJECT #: N EMSCHICK SILVERMANARCHITECT;S P.c. MITCI�ELL R�J'IDENCE 1/15/15 13_1770 "...the business of ARCHITE:CTURE." --- -- — — - -- — A/`I /OECD RP SCALE: DRAWING NO: _ PECONIC, NY 11958 33105 Main Road, Cutchogue, New York 11935 __ .._ .. _.... �� NOTED Phone : 631-734-7007 Fax : 631-734-7347 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: http://www-ns-arch _com p COPYRIGHT 2014 PEMSCHCK SILVERMAN ARCHTECTS P.C. 1000 86 7 8 CDf 99 Owl "ad SiORHOW NVV213A-E)DHOSV43N KDZ 1HEMM03 0 M NMVd(I :iM :N:DOlq :N01131S TDIMICI LLJC:)C)'L4C)-JT---E;U-A/VvkAA//:CJjjt4 Lt7CL-t7CL-[C9 : xe=1 LOOL-tCL-[C9 : BuNd Miok/f-V 9C6�L NJOA mON 'anboppo 1peon uieVy go Lee 8S6LL XW "DIVO-D-Jd 70N 9N1MV214 :31V:DS MJ VVI41J1 Zl;[L jDvjdij�d -mH711W ,'3uni0311H0UV 10 sseuisnq 9LA-- :# 10grOdd VSN :Div(] :3U1 10]rOdd 'O'd S 103 1 IHOIANf NNf MADA-11S N01HOSVME] N ,Dm(awn-id i-ij 377 1 &0 :INVN 913 CIVO .Mmd 9VOK WOLAA7321-J119i g/ZO)ZO wvnvin mfi,�i Dwiqwmij OR Q/91/io ,=WWM21d vvgvzi A7IA321%OC VV901LO -Naidd-.)SICI .1 VC) :31111 SNIMVdCl -SNOISSIVIMUSNOISIA]d V3S v �Ggl" VNIGHI�7L ev dMd W19--T.9 ZW pY Ilk A A� V7 Z// A ell /II I V I _I_ H��g ,4dVIINVG a9A0dc1dV 01 or pZ or �•� I J C Zl001=4 -LGI q9VN Lr q9v;4 ma HGVM HGW gl -L6 A V7 AV7 AV7 AV7 1,7 1 11- AV7 AV7 ° I I D I 0 3I / 6) I7 � 1 171T /C// /I IVD I 0 0 d i AM / IAVII AVIII AVIII AVIII A Z/ /A Z/ A Z/ I L — �_ _ I I I � I I I I IS I .�alQNrib7M-7H 0.L 1,-4 A 11�' L r A M i --� 1 F Z7 i`� ( Nz Nz Nz I ONZ: eu .0-:9 oe X N15' Z- N Nl�_FT A V7 IDI 'A V7 I �I O I I I DAV7 eu �,� I dMllS au _r 0 I0 IO I I I I IA--4 1 -:9.10 1 IL '`'I I X I z -7W n I CT�A 0 IAV7 AV7 I I I I � ID II ~� ID Inz�il nz�ill nz�il I nz/rl I Inz�il nz/rl I nz/il I b T7 I I VV IV V A V7 I A V7 I/AV7 I AV7I ~� I I I � I I I I I I /� /� I I I I I I I I I� I I I� I� I ID IO I I A ell A ZX/ A V1 I I A 01711 A V/ A I A ell e// A V/ IA &// I nz/� l nz/�lI nz/� lI � Z/lI � z✓rlI � — � _ � I I I I I I I I I I I I I _ � 11 _ I � _ I I I I I /� az _ — /, xZ __�__ __ � I I I L I I I I I J I I I_ � � L. I I I _ �— W VG 9-IN/9I I I HL VG 9,AOGI n Nz I � Nz I I I I bU VG XZ1!;VW I WVG HU YG --:VQ8mW .k I ` =VolvoW Ilk