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45565-Z
oo�gUfFOl,f�OGy Town of Southold 2/14/2022 0 P.O.Box 1179 53095 Main Rd oy o� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42542 Date: 11/13/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 240 Wicks Rd,New Suffolk SCTM#: 473889 See/Block/Lot: 110.-8-19 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/30/2020 pursuant to which Building Permit No. 45565 dated 12/11/2020 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: addition and alterations to an existing single family dwelling as applied for per ZBA#7432,dated 11/19/2020. Corrected 2/14/2022 to add ZBA#7432, dated 11/19/2020 only. The certificate is issued to Lehnert Jr,Robert&Wendy of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45565 8/5/2021 PLUMBERS CERTIFICATION DATED A orize ignature .�Xl �oSaFiO't�-coGy Town of Southold 11/13/2021 P.O.Box 1179 _ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42542 Date: 11/13/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 240 Wicks Rd,New Suffolk SCTM#: 473889 Sec/Block/Lot: 110.-8-19 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/30/2020 pursuant to which Building Permit No. 45565 dated 12/11/2020 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: addition and alterations to an existing single family dwelling as applied for. The certificate is issued to Lehnert Jr,Robert&Wendy of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45565 8/5/2021 PLUMBERS CERTIFICATION DATED 0 Aut ri ed g ature �SaFFnl��oTOWN OF SOUTHOLD BUILDING DEPARTMENT 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#: 45565 Date: 12/11/2020 Permission is hereby granted to: Lehnert Jr, Robert &Wendy 240 Wicks Rd New Suffolk, NY 11956 To: construct additions and alterations to existing single-family dwelling as applied for per ZBA approval. At premises located at: 240 Wicks Rd, New Suffolk SCTM # 473889 Sec/Block/Lot# 110.-8-19 Pursuant to application dated 11/30/2020 and approved by the Building Inspector. To expire on 6/12/2022. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $432.80 CO -ADDITION TO DWELLING $50.00 Total: $482.80 Bu n or so Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.deviinCcD-town.southold.n us Southold,NY 11971-0959 y' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Robert Lehnert Jr Address: 240 Wicks Rd city:New Suffolk st: NY zip: 11956 Budding Permit#: 45565 section. 110 Block: 8 Lot. 19 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Custom Lighting of Suffolk License No- 38893ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 15 Ceding Fixtures 1 Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt Wall Fixtures 3 Smoke Detectors 1 Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 9 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Ceding Fan Combo Smoke/CO 1 Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches $ 4'LED 4 Exit Fixtures Pump Other Equipment Floor Heat- 1 Notes, Bedroom and Bath Addition Inspector Signature: �'—T Date: August 5, 2021 S.Devlin-Cert Electrical Compliance Form 444Xqf SOOTyoFe # # TOWN-OF SOUTHOLD BUILDING DEPT. courm, 765-1802 -INSPECTION ] UNDATION 1ST [ ] ROUGH PL13G. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMA KS: a� )_�& �/ O 0 ( . 1 . Nuw tY,4LAvq4 , DOOV 6 DATE 1 NO INSPECTORI)o dljL, f pf S0U qo� oy�� ly4 # # TOWN OF SOUTHOLD BUILDING DEPT. �`ycourm��' 765-1802 NSPEO ON [7] FNDATION 1ST [ ROUGH PLBG. NDATION 2ND -[ ] INSULATION/CAULKING MING /STB&eE NG___ [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O R ARKS: W um � VwssV� t 1� V6tfo oajo� A# 5�� DATE INSPECTOR Lq Of SOyo 5 Ir' V [ C,1,6- * TOWN-OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. > > [ ] FOUNDATION 2ND [= ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION r'ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) l CODE VIOLATION [ ] PRE C/O REMARKS: - INSPECTOR c T DATE - a0E SOUIyo/_ # # TOWN-OF SOUTHOLD BUILDING DEPT. - �o . �o 765-1802 = INSPECTION [ ] FOUNDATION 1ST [ ] OUGH 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: DATE 3 INSPECTOR 0,a SOUTyo h� �O # TOWN OF SOUTHOLD BUILDING DEPT. ' coum, 765-1802 INSPECTION { ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ]'FOUNDATION 2ND [ ] I ULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ ]" FIREPLACE & CHIMNEY " [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT-CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 0,04--k-, PVDtA w L1L v040K Ctef b �- DATE 2O INSPECTOR tag SOUTyo� f # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. u [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ]--FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Aitawnti ov DATE ' INSPECTOR "`� fi ,� �_ "�+�s..�_.. >k� -�. �.��"" .. r� tr /i _'�'. _ : "' ,. .-.M �� ,.,... .-.:�.rti .... .- - -.�'�"v.. .� a � � . '�':�!M..r i .3 ,;:. � .., r t .;r.. M 1 • j - j + k' 1 �' -,,- j:: � � ��� 51 �~ 41�/, .__ �f�' V 1 f 6 ` L e r r r o • • • ® a rn° IBM FOUNDA.TIQN (IST) w PLUMBINGFOUNDATION (ZND) All�rilllrl Ma ROUGH FRAMING& : INSUI,ATION PER N.Y. STATE ENERGY CODE . NOVA _r w � AA 1110 {� i I TOWN OF SOUTHOLD I BUILDING PERMIT APPLICATIONCHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans _ TEL: 631 '' ( ) 765-1802 Planning'Board approval ' FAX; (6'31) 765-9502 � Survey Southoldtownny.gov PERMIT NO. I �-CJ� Check Septic Form N.Y.S.D,E.C. I Trustees C.O.Application Flood Permit ' Examined 20,26 Single&Separate I Truss Identification Form iStorm-Water Assessment Form Contact: /?0. Approved_ (0 x ,20� Mail to: )50 y- 4 / p p Disapproved a/c � _ f eW SU-Yi�a�I'� N I/q 5,/ Phone: Expiration ,20 �Z v I Building nspector r� 1E-. 'iX IF'A■ `, 2020 APPLICATIO7 FOP,BUILDING PERMIT Date 3 /3 , 20 �_7 O jJ' INSTRUCTIONS a.This application MUST becompletely filled in1by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining;premises or public streets or areas, and waterways. c The work covered by this application may not lie commenced before issuance of Building Permit. d. Upon approval of this application, the Buildin�Inspector will issue'a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection thropghout the work. �_11 e.No building shall be occupied or used in whole!or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. I - f. Evety building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be req .red. I APPLICATION IS HEREBY MADE to the Building Department for'the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions,or alterations or for removal or demolition' as herein described:The applicant agrees to comply with all applicable laws, ordinances,building code;housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a`corporation) P�,II /3'ok �1 New, �,my, 109s�' (Mailing 4ddress of applicant) State whether applicant is owner, lessee, agent, archi�ect, engineer, general contractor, electrician,plumber or builder Own er- Name of owner of premises >�OG�y' W 1Il�G�I h er 7 �As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No, Other Trade's License No. 1. Location of land on which proposed work will be'done: �� 2 4 a' W1 A nd lVew', 5� �Al House Number Street Hamlet County Tax Map No. 1000 Section d j Block Lot r Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 5/121& FAMI Ix gG31064"GG b. Intended use and occupancy .5/t75/ic r4ml ly gC5/Gav�y16C 3. Nature of work(check which applicable): New Building Addition A Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 7J ,, a 0 0 Fee T� (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, riumber-of'cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing strictures, if any: Front 24, 5- Rear Jr Depth Height t/— 2 d �'� Number of Stories Dimensions of same structure with alterations or additions: Front 3A Rear 3ei S' Depth A� Height t/— 2 D Number of Stories 8. Dimensions of eritire new construction: Front Rear Depth Height Number of Stories 9. Size;of lot: Front JrD Rear JrD Depth 15-0 10. Date of Purchase 1010Name of Former Owner a 11. Zone or use district in which premises are situated —� 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO_,�K Will excess fill be removed from premises? YES NO 14. Names of Owner of premises R. feint--�' Address 240 Wp eb Ad Phone No. S/6-60 4 3d'2 Name of Architect NemAcfi 51he,(prr,T-h Address Lir ®s aC Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO-A— * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO A * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,_to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there-any covenants and restrictions with respect to this property? * YES NO—X * IF YES, PROVIDE A-COPY. STATE OF NEW YORK) SS: COUNTY OF R ) pbef- ��e,`/1 i�-Cl being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the Owner (Contractor, Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 20 Notary Public Signature of Applicant s; FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: July 10, 2020 TO: Robert Lehnert 240 Wicks Road New Suffolk,NY 11956 Please take notice that your application dated June 29, 2020: For permit to: construct additions and alterations to existing single-family dwelling at: 1 Location of property: 240 Wicks Road,New Suffolk,NY County Tax Map No. 1000—Section 110 Block 8 Lot 19 Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conforming 7,500 square foot lot in the Residential R-40 District is not permitted pursuant to Article XXIII Section 280-124,which states lots measuring less than 20,000 square feet in total size require a minimum side yard setback of 10 feet and a combined side yard setback of 25 feet. The construction has a minimum side yard setback of 7.1 feet with a combined side yard setback of 13.4 feet. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. Southold Town Hall BOARD MEMBERS pf S 53095 Main Road-P.O.Bo7-1179 Leslie Kanes Weisman,Chairperson Southold,NY 11971-0959 Patricia Acampora. J Office flow, Town Annex/First Floor, Eric Dantes Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas PlanmentO Southold,NY 11971 hnp://southoldtowmy.gov RECEIVED 9: 15MA ZOMING BOARD OF APPALS NOV 2 3 2020 TOWN OF SOUTHOLD 0 NOV 3 0 2020 -611)765-1809*Fax(631)765-9064. ES. Tel.( 3 ?OUrhol.d Town Clerk yMING%DEMERATIONS AND DE TO'b"AT MZrLMG OF NOVEMM 1.912020. ' 'ZBA FILE: #7432 NAS OF APPLICANT: Raborttehnert PROPPRTY LOCATION: 241D Wicks Road;New Suffolk NY -SCTM# 1000-1.10-8-19 The Zoning Board of Appeals has vi' 'the Ow arty under cousidendoft SRQRA, sited in �egdry of the Sta: 's List of appficaH6 said determines that this review falls under.the Typi oa to Adib11%without further steps under.SEQ1KA. YAA 0JJ-N_T- D - MIMST TA JIM 14;J#io:2XAAd,ih�S-�Qlk C00ty ,2 080ftthotthis a(ppliedtionis.. ihi6rleornniunity impact. �T-8XMENATION: The relief; permit, or imerpretation requested id this application is listed under the Minor Actions exempt list and is not subject to review iih&r.dhtipter.26.8. PROPERTY FACTS/DESCRIPTION: ne subject property is anon-conforming 7,500 square foot parcel located in an k40 Zoning District. The parcel measures 50.00 feet fronting Wicks Road,along northerly property line,measures 150 feet along the westerly property line,measures 50.00 feet albng the southerly pyopaw line and measuresl-50.00 feet along the easterly property line. The parcel is improved with a two-story frame house with toot over wood porch, a frame shed, and a brick patio. All is shown 6n a survey prepared by Nathan Taft Corwin,111,L.L.S,dated March 17,2020. BASIS OF APPLICATION: Request for Variances from Article )=, Section 280-124 and the Buildifig Inspector's July 10, 2020, Notice of Disappr6val based •on an a0licati6h for a permit to construct additions and alterations to an existing single family dwellifig; at•1)located less than the code required minimum side yard setback of 10 feet;2)located less than the code requited minimum combined side yard setback of 25 feet; located at:240 Wicks Road,New Suffolk,NY. SCTM No. 1000-110-8-19. RELIEF REQUESTED: The applicant requests a variance to construct additions to a single-family dwelling in order to expand the master bedroom that will result in a side yard setback of 7.1 feet where code requires a minimum side yard setback of 10 feet and a combined side yard setback of 13.4 feet where code requires a minimum combined side yard setback of 25 feet. .e Y Y Page 2,November 19,2020 #7432,Lehnert SC rM No. 1000-110-8-19 v� S • ADDITIONAL R*ORIAATION: Pursuant to the Board's request, the applicant submitted a survey of the neighboring property to the west depicting the location of.the dwelling and the proposed location of a septic system. FINb] GS G11�1~ACT/RFASOMS 170R$OARD ACTION: The Zoning Board-of Appeals•held a public heating on this application on-November 5,2020 at which , time written and oral•evidenee were presented, Based upon all testimony,docutrioutation,personal inspection of the property and surrounding neighbbrhd6d,and other•evidence,ills Zoning Board finds the following facts to be true and relo'vani#nd makes the following fundings: 1. Town Law 2 b_ 3 1 . Grant of the variances' will-not produce am'und'e5irdble chatige in the character of ft neighborhood or a detriment to'nearby properties. The neighborhood is an older neighborhood consisting of smaller non-conforYtlW9 size lets that are typically narrow. The proposed one story addition to the existing two.story dwelling will be niiiniimally visible from the street, will be in keeping with the size and style of othor dwellings iri the neighborhood, and will have minimal imp 0t on adjacent properties_because the side yard to the east where the proposed addition will be located is screened with mature, dense landscaping that shiolds the,subject property from the adjacent neighbor's property and the westerly side yard is adjacent to.a large-open grassy area. 2. To�vi:Law 67�,6`�3� 1(ii{ )•.;-The I�nefiit so�t'ght,by the applicant of t idt be achievedby some method, feasible for tt uppli tt'fo pu of other.tltatt,att ergs variaitce..ne"propb�ed.addition is'in-tri dal' ' yard-of the house-but must;e a irt#b'tt e<;si �y d;Z puds�it J; the azul fe' sib loo�tis�tl to . add-a first-flbor b drool i,b_ Cd- oil.I�L o�tsts`ng,flbQ� plaits � C �o� do eitistin�,kitcfte� �itl ba2hroo t at the rear:of the:lioi'rie: k�fy add- tii�ii i ' thr 'sido-,yard• vtili require the bon-e ti Of ail.fig variance, since the easterly 914 i4d setback'is Already•n6h-conforMing"a't'6A'feet where r=ode.regtiims a minimum of 10 feet. I• Towu•LwI267,b(3 •b)(3 The-variances granted herein is rmathe#iiati'cally substantial;representing' 29%relief.from the code for the tingle sidle ygd setback and 46%'Mief froffi'the.code for the combined. side yard setback.However,the proposed location of the new bedroom and bathroom is the only practical, location to make an addition to the home. ' 4, Town Law.$267-b(310ffl4), No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 4267-b(M(M(s). The difficulty has been self-created. The applicant purchased the parsel after the Zoning Code was in:effect and it ls.presluned that the applicant' Clad actual or constructive knowledge of the limitations ori the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of additions and alterations of a single-family dwelling in order to expand the master bedroom while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. { Page 3,November 19,2020 #7432,L.ehnert SCTM No. 1000-110-8-19 RESOLUTION OF THE BOARD: In considering all of the above factors and Opplying,the balancing-test. under New York Town Law 267-B, motion was offered by Member Mantes, seconded, by Member Weisman(Chairperson),and duly cairied,to GRANT-thc.vari ii O as-applied for, and shown on the Site Plaii and Archito6tm-a.PI46(She6ft . Al;A2,8C'A3)pr''epar.d by Raymond Nemschick,Arehiteet,dated Fel4riia� 24;io�o -1ny ,deviatidnframYhe survey, sitepian'and/oy4rehitecturaldrawings Cited in this decisiort,ivill result in decays and/or,a passible et�ial Py.*the Buildirt Depawtmeut of a building petFtriit,and may t egiiire anew application cid public he&ing before the Zoning Board ofApp'e'als. J' deviation from the variahce�s) granted 1ter�in as shownon the architeOfi&'d c rztw►,f ,: ice, ►k _ ..' amftrxw�wey cited.<9ft, such as alterdnorts, extensidhs, or demolitions, are rtdt authorized twder/hi,s application when involving noncn� " hbrk fg, , t Condone tmy current car futur'e Juse, setback ot,other feature of(he',rubject,prbpero that wkk violdt¢ the' Zoning Code, other than such uses,'setbacks and other features as are expressly addressed in thik atetio"M In the event that this is an approval subject io conditions, the approval shallnot be deemed effective imttil such time-that the foregoing conditions are met, and failure to comply therewith willrender this approval null andvola 7"he Board reserves the tight,to.substitute a similar_ design that is de minimis in native for an alteration ; that does trot increase the. Age-of noficonforihity. ' pup 4 6 :of;the:'64e.pf t11i 0'1 14`fif SO& 4 t y Vora"ri0 by t1W8604 btA��e s s�t�beed 14��i voi+'*h i c� + not•.heen,piJoii��ik��,a'ac7/t r a'stxbdi+vaisia�. , ccs_> Qt- �eetX'fl d' t -•## 'S:tr tti�nty' Clerk,'within tliree(3)years from-the date such'vaAknce swig gated. 16116i d l6f Appeals may,-upon writteia "request prior to the state of expirsitioni grant An exteasioti'40t to exceed three(3)coesecutive one(1)year terms. Vote of the Board: Ayes:Members Weisman(Chairperson),Acampora,Dantes,and Planamento(4-0). (Member Lehnert Recused). Leslie Mattes Weisman,Chairperson Approved for filing / IYO /2020 -BUILDING DEPARTMENT-Electrical Inspector F TOWN OF SOUTHOLD FES Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 - ,Telephone (631) 765-1802 - FAX (631) 765-9502 ro-gerr(c-southoldtownny.gov — seand�D-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Daf::- Company Name: Custom Lighting of Suffolk Inc Name License No.: 38893-ME email: CLOS5170@gmaii.com Phone No: tC)CJK I request an email copy of Certificate of Compliance Address.:' py)v VAIK uawon X JOB SITE INFORMATION (All Information Required) Narne-k Address:(94—r—) ( 010r5a,:2 Cross Street:11L3 E�l Phone No.: Bldg.Permit#: Lpv-:S— email: CLOS5170@gmall.com Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) u5ttx— Vie d-coiacn, Z, 62±b rn(,)(y) f b04-1 Check All That Apply: F-]NO Rough In DFinal Is job ready for inspection?- YES Do you need a Temp Certificate?: [:]YES XNO Issued On-1191MV- Temp Information: (All information required)) Service Size F-]l Ph F-13 Ph Size: 'A # Meters Old Meter# EJ New Service ❑ service Reconnect F1 Under'gro6ndE]overhead 1# Underground Laterals [-11 E]2 E]H Frame E]Pole Work done on Service? F]Y E]NI Additional Information: PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx )~? " `BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD x E 8 Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(&__southoldtownny.aov — seanda-southoldtownny gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Dat;-o`� '-{ \ Company Name: Custom Lighting of Suffolk Inc Name, License No.: 38893-ME email: CLOS5170@gmail.com Phone No: I request an email copy of Certificate of Compliance Address.: JOB SITE INFORMATION (All Information Required) ' Name: Address: l Cross Street: Phone No.: Bldg.Permit#: LE5ff Lnt7-T email: CLOS5170@gmail.com Tax Map District: 1000 Section: Block: Lot: ppBRIEF DESCRIPTION OF WORK (Please Print Clearly) � tK��DYI f�d l�-ibV� Check All That Apply: \X Is job ready for inspection?: YES ❑NO Rough In ❑Final Do you need a Temp Certificate?: ❑YES XNO Issued On -490=7- Temp Information: (All information required) Service Size ❑1 Ph ❑3 Ph Size: A #Meters Old Meter# ❑New Service ❑ Service Reconnect ❑ Underground ❑Overhead # Underground Laterals ❑1 02 ❑H Frame❑Pole Work done on Service? ❑Y ❑N Additional Information: PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx PERMIT# Address: 1 `\ Switches Outlets- GFI's Surface I Sconces •�iH's ���{� � � UC Lis li Fans Fridge HW Exhaust Oven Dryer Smokes DW, Service Carbon Midiro . Generator Combo Cooktop Transfer AC AH = - - Mini J Special: Comments: _ NORTH FORK ADVENTURES SPORTFISHING CHARTERS https://www.northforkadventures.com Cell: 51 6.662.6382 Email : roblehnert@optonline.net November 30, 2020 Town of Southold Building Department Ref: -Lehnert Residence Addition 240 Wicks Road,New Suffolk,NY To whom it may concern; Attached please find the following: Copy of Zoning Board of Appeals Decision 3 - Sets of Construction Drawings 3 -ResCheck Energy Codes If you have any questions,please don't hesitate to call. My cell# 516-662-6382 Thank You, ob Lehne - -��, �- ��� �' <lJ N 0 V 3 0 2020 P.O. Box 91 • New Suffolk,N.Y. 11956 WI - s SITE AND ZONING DATA 2 / OO// ZONING REQUIREMENTS R-40 EXISTINCz CONDITIONS PROPOSED CONSTRUCTIO E P OAD AS PER 100-244 O LOT AREA MAX 20,0005 F. 7500 5 F 7500 5 F FRONT YARD SETBACK 550 FT 23 5 FT 23. 5 FT O 50 O' REAR YARD SETBACK 550 FT 80 25 FT 78. 45 FT iq SIDE YARD SETBACK 100 FT M 08 FT 7. 1 FT N 2� TOTAL a BOTH SIDES 25.0 FT 2538' 13.4' 2° 2s' �` S• S 7' MAX. CROSS FLOOR AREA 20% 8q4 5 5F 11 q % 1227 7 5F 16 3 0 o nm O MAXIMUM HEIGHT 35 0' FT 20 0' FT 20.0' FT ~ � e / D 100, k ^ THERE ARE NO GRADE CHANGES, FILLING, AND/OR CLEARING DONE TO THIS PROPERTY 9p /j O )64 I STORY ADDITION /p p, NOV 0 9 2021 EXISTING BILCO DOOR BUILDING DEPT EXI5TING PATIO TOWN OF SOUTHOLD AT GRADE / }� O 28 37 , �,NOT o;TU5 �q 7_0:' S2, LINE OF AT = GRADE PATIO too O O ti Co � (v Q O SEAL .. =y__ REVLSIONS/SUBAA55 DATE DESCSCuTION r O r� RED C� I1/04/2021 T0Jj`UaMV,10A /V 73 0 0 5�11 7 7E I=L-AN O// w, -u , SCALE _ 1��=20'-O" �'�, SO O ATF Q® 029086 A0 PROJECTTIRE DATE: NSA PROJECT Nemschick Silverman Architects P.C. . m.busl,n.oIARCHrrecrURE' Lttl/1FIZTRF,/IDFJVCE 11/04/21 20 2072 240 WICIV RD SCALE DRAWING NO- �-01 — /VEW jUFfOLK./0'11956 PIP^ 66 EAST MAIN ST VNOTtU7 1 /1 /�1 PATCHOGUE, NEW YORK 11772 I DISTRCr sE°TaN BLOCK LOT DRAWN BY P/ IV 11 Phone 6315632130 Fax 631 563 2139 www nsarchltectscom �� ��amreaou��veww,ucrnecrsvc 1000 110 08 19 AM r ZD �0(D PO(f ° L/IY�D�3 S 0 AD 6 ° CONC FOO D 04,f N 6 MAT a GRA 4'k \ AREA D \ a° f0 D a Gf OP P WAS PO�ovej?Y AVn w fA0 D R O r ° _ / CO/VCDM,OK fN o.gN a 3 q0 a:o q0 CV 27 .S,S7s •� O a T O � V Al Zg IS 12,4. O 40O Q 1j•0' of 601 Q O�N v ° CONC v y r z D9B aS N� N 4 �A 16g, 1¢•S, \ 7 Z Z rr� a 10.1, 1 q0 U 6.4- 1.21 ,4,1?�f 2 -0 BK W Up? , W 3� N� uv S q�N 4- BR/CK $O 4' PAnD 44j o a; O 4 Cl cv/ O SURVEY OF PROPERTY M f�f / SITUATE `D 321 NEW SUFFOLK o• 61' / TOWN OF SOUTHOLD • "'moo WooD -14 O CID � y N RA�,P / 9'w, w� SUFFOLK COUNTY, NEW YORK 61, / S.C. TAX No. 1000-110-08-19 co o N f ¢,0, M SCALE 1"=20' C / MARCH 17, 2020 S s1r, -41\ (O N 73.2 C%Af Lpyk f FNCf o`° Cl) AREA = 7,500 sq. ft. 1 00" �NCf P'41 0.172 ac. CO '41 Sf MON. /Y PREPARED IN DANCE WITH THE;gINIMUM ` JERRY UAO1��j p'oo :iuU y w1Rf Pf SBY TANDARDS R� y�,p�R ql0•' 6�g7lAOPTED SHED T� NCf FTITLEOR S CIA 0 fL '✓DLAND ++77 Oe® &W9OZ y�Q/F * fGGfNs, v N S. Lim. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION Nathan T�af�"�orwin III SE THIS SURVEY IS A VNEW YO OF SECTION 7209 OF THE NEW YORK STATE Surveyor EDUCATION LAW. yor COPIES OF THIS SURVEY MAP NOT BEARING Land Sur Y e THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED,AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fox (631)727-1727 TUTION.CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 � t Generated by REScheck-Web Software Compliance Certificate FV Project Lehnert Residence Energy Code: 2018 IECC NOV 3 0 2020 Location: Southold, New York Construction Type: Single-family Project Type: Addition jf�r lJ" " %ems,;' � Climate Zone: 4 (5572 HDD) �- Permit Date: Permit Number: ` Construction Site: Owner/Agent: Designer/Contractor: 240 Wicks Rd Rob Lehnert Raymond Nemschick New Suffolk, NY 11956 Nemschick Silverman Architects, pc 160 Main Street Suite 200 Sayville, NY 11782 r.nemschick@nsarchitects.com trade-offICompliance: Passes using UA Compliance: 1.5%Better Than Code Maximum UA: 68 Your UA: 67 Maximum SHGC: 0.40 Your SHGC: 0.31 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 Cavity Cont. Perimeter Ceiling: Cathedral Ceiling (no attic) 288 25.0 0.0 0.041 12 East Wall:Wood Frame, 16" D.C. 59 19.0 0.0 0.060 3 Window D:Vinyl Frame 4 0.260 1 SHGC: 0.31 West Wall:Wood Frame, 16" o.c. 194 19.0 0.0 0.060 11 Window D:Vinyl Frame 4 0.260 1 SHGC: 0.31 Window E: Vinyl Frame 4 0.250 1 SHGC: 0.31 South Wall:Wood Frame, 16"o.c. 189 19.0 0.0 0.060 10 Window B:Vinyl Frame 8 0.250 2 SHGC: 0.31 Window C:Vinyl Frame 12 0.250 3 SHGC: 0.31 North Wall:Wood Frame, 16" o.c. 104 19.0 0.0 0.060 4 Window A:Vinyl Frame 15 0.250 4 SHGC: 0.31 Window A:Vinyl Frame 15 0.250 4 SHGC: 0.31 Floor:All-Wood joist/Truss 288 25.0 0.0 0.038 11 Project Title: Lehnert Residence Report date: 10/26/20 Data filename: Page 1 of10 L t 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 2018 IECC requirements in REScheck Versio : REScheck-Web and to comply with the mandat ry r uirements listed in the REScheck Inspection Checklist. 4-po �r/,L, 4• • L� Nam -Title Sig to Date O F.RO lvP� WE AFS wC S No• ' 1 71 Project Title: Lehnert Residence Report date: 10/26/20 Data filename: Page 2 of REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 35.0% 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 o Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, ;Construction drawings and ❑Complies ;Requirement will be met. 103.2 !documentation demonstrate ❑Does Not [PRl]l !energy code compliance for the V ;building envelope.Thermal i - ❑Not Observable !envelope represented on ❑Not Applicable construction documents. 103.1, ;Construction drawings and ❑Complies 103.2, documentation demonstrate ❑Does Not 403.7 !energy code compliance for [PR3]1 i lighting and mechanical systems. ❑Not Observable VI Systems serving multiple ❑Not Applicable dwelling units must demonstrate E ;compliance with the IECC ; ;Commercial Provisions. ; 302.1, 'Heating and cooling equipment is; Heating: ; Heating: ;❑Complies 403.7 isized per ACCA Manual S based Btu/hr Btu/hr :❑ Does Not [PR2]2 Ion loads calculated per ACCA ; Cooling: Cooling: �❑Not Observable �1 Manual J or other methods Btu/hr Btu/hr approved by the code official. ; ;❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Lehnert Residence Report date: 10/26/20 Data filename: Page 3 of10 Section # ' Foundation Inspection Complies? Comments/Assumptions & Req.ID 303.2.1 'A protective covering is installed to j❑Complies ;Exception: Requirement is not applicable. [FO11]2 ,protect exposed exterior insulation E❑Does Not U f and extends a minimum of 6 in. below Observable grade. :❑Not Applicable 403.9 ;Snow-and ice-melting system controls;❑Complies [FO12]2 (installed. ;❑Does Not V ` ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Lehnert Residence Report date: 10/26/20 Data filename: Page 4 of 10 Section Plans Verified Field Verified # Fr_aming/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, :Glazing U-factor(area-weighted ; U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). E❑Does Not ;table for values. 402.3.3, 402.5 ;❑Not Observable [FR2]1 :❑Not Applicable 303.1.3 ;U-factors of fenestration products ❑Complies ,Requirement will be met. [FR4]1 are determined in accordance ❑Does Not 10 with the NFRC test procedure or ❑Not Observable ;taken from the default table. ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies ;Requirement will be met. [FR23]1 !installed per manufacturer's ❑Does Not instructions. ❑Not Observable ❑Not Applicable 402.4.3 ;Fenestration that is not site built ( ; ❑Complies ;Requirement will be met. [FR20]1 ;is listed and labeled as meeting y�y ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 P or has infiltration rates per NFRC [:]Not Observable ; 1400 that do not exceed code ❑Not Applicable limits. f 402.4.5 IC-rated recessed lighting fixtures ❑Complies :Exception: Requirement is [FR16]2 sealed at housing/interior finish '❑Does Not not applicable. and labeled to indicate s2.0 cfm leakage at 75 Pa. " ❑Not Observable ; ❑Not Applicable 403.3,i Supply and return ducts in attics ❑Complies [FR12] insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ ko R-6 where < 3 inches. Supply and ❑Not Observable ; return ducts in other portions of i ❑Not Applicable ;the building insulated >= R-6 for diameter>= 3 inches and R-4.2 ;for< 3 inches in diameter. 403.3.2 ;Ducts, air handlers and filter ❑Complies [FR13]1 boxes are sealed with ❑Does Not joints/seams compliant with J ;International Mechanical Code or ❑Not Observable ,international Residential Code, as ; ❑Not Applicable applicable. I 403.3.5 I Building cavities are not used as ❑Complies [FR15]3 E ducts or plenums. ❑Does Not l� ❑Not Observable j ❑Not Applicable 403.4 HVAC piping conveying fluids ; R- ; R- ;❑Complies [FR17]2 above 105°F or chilled fluids '❑Does Not i below 55°F are insulated to >_R- 3 ; ;❑Not Observable ; E❑Not Applicable 403.4.1 !Protection of insulation on HVAC ❑Complies [FR24]1 piping. ❑Does Not �) ❑Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to ; R- ; R- ;❑Complies [FR18]2 ,>_R-3. '❑Does Not l4 :❑Not Observable ❑Not Applicable 403.6 !Automatic or gravity dampers are ❑Complies ;Requirement will be met. [FR1912' I installed on all outdoor air - ❑Does Not j intakes and exhausts. ❑Not Observable ; ❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Lehnert Residence Report date: 10/26/20 Data filename: Page 5 of 10 Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Lehnert Residence Report date: 10/26/20 Data filename: Page 6 of 10 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 All installed insulation is labeled ❑Complies ;Requirement will be met. [IN13]2 {or the installed R-values ❑Does Not j provided. I ❑Not Observable i ❑Not Applicable 402.1.1, ;Floor insulation R-value. ; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood :❑Does Not ;table for values. [IN1]1 ❑ Steel ❑ Steel ;❑Not Observable ❑Not Applicable 402.1.1, ;Wall insulation R-value. If this is a;, R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.5, 1 mass wall with at least 1/z of the ❑ Wood ❑ Wood :❑Does Not ;table for values. 402.2.6 wall insulation on the wall ',❑ Mass E] mass ❑Not Observable [IN311 ;exterior,the exterior insulation ; 11) i requirement applies (FR10). E] Steel ❑ Steel ❑Not Applicable 303.2 ;Wall insulation is installed per ❑Complies ;Requirement will be met. [IN4]1 !manufacturer's instructions, s ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Lehnert Residence Report date: 10/26/20 Data filename: Page 7 of 10 Section Plans Verified Field Verified # Final Inspection Provisions Complies? Comments/Assumptions & Req.ID Value. Value 402.1.1, ;Ceiling insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood :F-]Does Not ;table for values. 402.2.2, ❑ Steel ❑ Steel ;❑Not Observable 402.2.6 [Fill' ; ; ;❑Not Applicable i 303.1.1.1,;Ceiling insulation installed per ❑Complies :Requirement will be met. 303.2 1 manufacturer's instructions. ❑Does Not [FI2]1 Blown insulation marked every ❑Not Observable 300 ft2. ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies ;Requirement will be met. [FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ! ❑Not Applicable 402.2.4 !Attic access hatch and door ; R- ; R- ;❑Complies ;Requirement will be met. [FI3]1 !insulation ?R-value of the :❑Does Not !adjacent assembly. ;❑Not Observable ; j ❑Not Applicable 402.4.1.2 I Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;❑Complies ;Requirement will be met. [FI17]1 i ach in Climate Zones 1-2,and ;❑Does Not <=3 ach in Climate Zones 3-8. j ,❑Not Observable , j ❑Not Applicable 403.3.3 Ducts are pressure tested to ; cfm/100 ; cfm/100 ;❑Complies [F127.]! determine air leakage with ft2 ft2 :❑Does Not either: Rough-in test:Total ; ❑Not Observable ;leakage measured with a ;pressure differential of 0.1 inch ; ;❑Not Applicable lw.g. across the system including !the manufacturer's air handler enclosure if installed at time of !test. Postconstruction test:Total leakage measured with a ;pressure differential of 0.1 inch ; ;w.g. across the entire system including the manufacturer's air handler enclosure. 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies [FI4]1 !cfm/100 ft2 across the system or ft2 ft, �❑Does Not i<=3 cfm/100 ft2 without air j handler @ 25 Pa. For rough-in ;❑Not Observable (tests, verification may need to ;❑Not Applicable occur during Framing Inspection. ' 403.3.2.1 ;Air handler leakage designated I ❑Complies [17I24]1 by manufacturer at<=2!%of ❑Does Not design air flow. ❑Not Observable 1 ❑Not Applicable 403.1.1 I Programmable thermostats ❑Complies ; [FI9]2 installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable ; code specifications. []Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies [FI10]2 on heat pumps. ❑Does Not ❑Not Observable j ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies [FI11]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ! ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Lehnert Residence Report date: 10/26/20 Data filename: Page 8 of 10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions' & Req.ID 403.6.1 All mechanical ventilation system ❑Complies (FI25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy ❑Not Observable and air flow limits per Table R403.6.1. ❑Not Applicable 403.21 Hot water boilers supplying heat ❑Complies [FI26]2 ,through one-or two-pipe heating ❑Does Not systems have outdoor setback ; ❑Not Observable control to lower boiler water temperature based on outdoor ; ❑Not Applicable temperature. 403.5.1.1 Heated water circulation systems x ❑Complies [FI28]2 have a circulation pump.The ❑Does Not jsystem return pipe is a dedicated return pipe or a cold water supply ❑Not Observable I pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are not present. Controls for circulating hot water system ; pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump ; when water is in circulation loop v is at set-point temperature and no demand for hot water exists. 403.5.1.2 1 Electric heat trace systems t ❑Complies [FI29]2 ;comply with IEEE 515.1 or UL []Does Not 1515. Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. 403.5.2 ;Demand recirculation water ❑Complies [F130F systems have controls that ❑Does Not manage operation of the pump and limit the temperature of the r ❑Not Observable i water entering the cold water ❑Not Applicable I piping to <= 1049F. g 403.5.4 Drain water heat recovery units ; ❑Complies [FI31]2 !tested in accordance with CSA ❑Does Not I B55°1. Potable water-side pressure loss of drain water heat []Not Observable I recovery units < 3 psi for ❑Not Applicable individual units connected to one j or two showers. Potable water- side pressure loss of drain water ; heat recovery units < 2 psi for individual units connected to three or more showers. 404.1 190%or more of permanent ,, ❑Complies [FI6] fixtures have high efficacy lamps. ❑Does Not ❑Not Observable i ❑Not Applicable 404.1.1 ,Fuel gas lighting systems have ❑Complies [FI23]3 4 no continuous pilot light. ❑Does Not []Not Observable j ❑Not Applicable 401.3 ;Compliance certificate posted. ❑Complies [F17]2 ❑Does Not ❑Not Observable I ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Lehnert Residence Report date: 10/26/20 Data filename: Page 9 of 10 Section Plans Verified Field Verified- # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 303.3 Manufacturer manuals for ❑Complies [FI18]3 !mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Lehnert Residence Report date: 10/26/20 Data filename: Page 10 of 10 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 19.00 Below-Grade Wall 0.00 Floor 25.00 Ceiling / Roof 25.00 Ductwork (unconditioned spaces): Glass &Door Rating U-Factor SHGC Window 0.25 0.31 Door CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments _ I . Seo c o£ 3 S � I I l COVERED PORCH ENTRY FOYER / CRAM SPACE 'DROOP BEIOW' l r OO rr 'p.O EX'STING BEDROOM , to S B O � ACK LIVING ROOM o- O F ON AREA 20 N 2 S Jc— EXISTING CELLAR O OI(/ O O • �r HW TA o IS U N CORRIDOR O• co, EX'ti'IIGbBFJ E%15T'NG2.8FJ KITCHFN G O �� _ f%ISTING BEDROOM U c.. Qy 16 G L. ' CO /9 bZ ^y 08 n U 'ROOF BELow7 PROPOSED I STORY ADDITION O n N Z p l p.O, G-31 6' EX15TING DILCO DOOR EXISTING FOUNDATION PLAN EXISTING FIRST FLOOR PLAN EXISTING SECOND FLOOR PLAN Scale - 1/8" = 1 '-0" Scale - 1/8" = 1 '-0" Scale - 1/8" = 1 '-0" z EXISTING P 10 AT GRADE r1' O rnrnO vJ I'll 5ECON1FLOOR O E.Ev 47''C' ® m O O - FIN FIP5C5TT FFLLOI FIN FIaSc c T FLOOR J Q O 7302 / / 50. �y D EXISTING FRONT ELEVATION EXISTING WEST ELEVATION Scale - 1/8" = 1 '-0" Scale - 1/8" = 1 '-0" SITE PLAN. SITE AND ZONING DATA FIN.SECOND FLOOR ZONING ,RIE-QU24REMENTS R-�0 EXISTING CONDITION PROPOSED CONSTRUCTI EDO LOT AREA MAX 20,0005.1=. 1500 S.E. 7" S.F. FRONT YARD SETBACK 35.0 ET 23. 5 FT 23. 5 FT REAR YARD SETBACK 35.0 ET 80. 25 FT 18. 45 ET PIN FIRST FLOOR FIN FIRST FLOOR SIDE YARD SETBACK IOD ET Iq. OS ETT-T -I ET LLLVTOTAL 0 BOTH SIDES 25.0 ET 25.38' 13. ' MAX.GROSS FLOOR AREA 20% 8q4. 5 5F II. q % )182,415F 15. b SK MAXIMUM HEIGHT 55DI FT 20.0'FT 20D' FT THERE ARE NO GRADE CHANGES,FILLING, AND/OR CLEARING DONE TO THIS PROPERTY EXISTING REAR. ELEVATION EXISTING EAST ELEVATION Scale - I/8" = I '-0" Scale -I/8" = I '-0" SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE: DATE: DESCRIPTION: EKING FLOOR PLA/If, EXYTI/yG ELEVATION,/', PLOT PLAN &ZONING ANALXfY CAD FILE NAME: 2020 : NEMSCHICK SILVEPROJECT TITLE: DATE: NSA PROJECT :RMAN ARCHITECTS P.C. Lehnert Residence N,J'A the business of ARCHITECTURE." 240 Wicks Road 2/24/20 Lehnert es. e n ce ew uff o /Newfuffolk, 11Y, 11956 SCALE: DRAWING NO.: 1 ,1 160 MAIN STREET, SUITE 200 Af NOTED SAYVILLE, NEW Y RK 11782 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: } Phone : 631 563 2130 Fax 631 563 2129 www.ns-arch.com 2020 P •COPYRmsa-CK SLVf3UM ARCHTECTS P.0 1 OOO # # K�FfT .# + 30 CRAWL SPACE COVERED PORCH ENTRY FOYER ROOF BELOW II N ZJ z X EXISTING BEDROOM m O G� ,-a LIVING ROOM rn a LL: 7u of U O cu O c� O NHW N O EXISTING CELLAR / \ 1 Li BOILER 20 STA RS DOWN Q CORRIDOR PIN EXISTING FOUND. TO NEW W/ 1 1 p #5 Fd-DAR @ I G"O.C. VERT. I co d GROUT SOLID W/EPDXY GROUT KITCHEN N o (TYF. 4 LOCATIONS) EXISTING 26 F.J. _ �EXISTING 2x8 F.J. EXISTING BEDROOM „ I2- � 121- @ 16 O.C. @ 16 O.C. EXISTING LANDING TO 6'-0" S-0" BE RECONFIGURED FOR NEW ENTRANCE - -- HEIGHT TO BE VI 20 r Q N r ( SAWCUT OPENING c� IN CONCRETE FOUNDATION WALL 2'- " 81-1011 Li 2 MASTER RE- 5E XITING _ BEDROOM DATIRO M I I p CSI WIN O t ' w z_ J _ Z N 2x 12 F.J. E @ 16" Ln � N EX15TINGING /' / v 1—U "? lw L z SANITARY CLEAN OUT EXIS . BATHROOM p TO BE REMOVED DOW TO BE 4—ROOF BELOW LU MOVED AND O in UNFINISHED N c9 FILL IN N pj I I BASEMENT — = z � � W UU O N '• 2x 12 F.J. �' � _ @ I I 'j I 20 =I v J:y 1 = NEW SANITARY I ? I MASTER .y` I CLEAN OUT TO BATHROOM BE IN5TALLED—� r: I 20 6'-5" 26 -- , '•+l:t.•stn•• '.�`• ..+.:t.•• .......tom.:ti•,;. O O N� O ,.-.:.'::�' r.�r,•:•: ' <`.:': NEW SANITARY - WASTE LINE TO :1,45 CX145 ATTACH TO EXISTING 3' 3 I/2" 7'-I" I I -7 I/2" 5Y5TEM - " 2'-I I" '-1" 7-10 1/2" 2 2'-0" 3'-3 112" 7'-I" I I'-7 112' 22'-0" 1 FOUNDATION PLAN FIRST FLOOR PLAN SECOND FLOOR PLAN Scale - 1/4" = 1 '-0" Scale - 1/4" = 1 '-0" 5cale - 1/4" = 1 '-0" . I SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE: DATE DESCRIPTION PROPOf ED CON,/TRUCTIO/I PLAN,/' CAD FILE NAME: 2020 PROJECT TITLE: DATE: NSA PROJECT : NEMSCHICK SILVERMAN ARCHITECTS P.C. Lehnert Residence 2/24/20 the business of ARCHITECTURE." 240 Wicks Road Newfuffolk, NY, 11956 SCALE: DRAWING NO: Lchnert Af NOTED 160 MAIN STREET, SUITE :?00 1,4 SAYVILLE, NEW YORK 11782 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: Phone : 631 563 2130 Fax : 631 563 2129 www.ns-arch.com 0 COPVRGFfr mm HaASCI-M SLVBUM ARCMECTS PC. 1000 # # # # . 6 111 LI 11 IT IT 11 it 111111 dull 1111 11]ill if HIT 11 Hill PLATE HEIGHT I Pull IT IT 11 IT IT 11 1111 1111 11 IT 11 11 1111 11 L PLATE HEIGHT +t)'- 11 Hull It "Lill Hull HHII IT IT 11 111111 IT IT Li 111.1 Li I 1111 1111111 Ill LH I-I I IIITII IIIIm FIN. SECOND FLOOR I-11 Lli ELEV. +7'-1 0" 111111 LIHII Lill 11 IIIIJI UU 1 111111 1111111 Lill 111111 11 Ill IIIIII HIT Ll 11-H 1111 JILU 1111 H 1111 H IT I!! Li ill E-1 E I 1-111 IT IT 11 IT 11 IT I-H Lill H 777r ULI Til 11 IT 11 111111 Ill HH"I IT 11 111111 11 IT 11 IITT-fljITTjI fl IT I] I I ]lull 111111 111111 Ill]11 111111 [lull 111111 111111 1111 FIN. FIRST FLOORm j FIN. FIRST FLOOR • + - 1 ll-DA-LIMIIAI[T 11 . + - 1111 41.p 411M 11 IT 11 11 IT LLEV Ill I IIIIII Hill] Ill HIM FIN. FIRST FLOOR -TIM-TIM-TIM-11M-TIT"-IITTTI-IITTH HIT[] HIT FIN. FIRST FLOOR +0'-Q" LLLV. + - NI FRONT ELEVATION WEST ELEVATION Scale - 1/4" = P-0" Scale - 1/4" = P-0" 1 11 IT 11 ill 111111 [ITT TV-_ PLATE HEIGHT ELLV. + - 11 Lill H UA FIN. SECOND (FLOOR IIII[I 1111 11 ELEV. +7-10" 11 IT 11 11 IT 11 11 111111 11111 ILLIAI HHII IT11 It H ILML [lull 1111 IT 1111 1 -IT IT I Ill H 11 lit 111111 11 If 11 11 IT 11 11 Ill IIII Hill I Bull 111111 111111 111111 Hll IIIIII Hill Min MT Ill 11 11 H 11 IT IT I L IT it IT 11 L1.11 Jill I Jill I IiIIII [lull [11111 HIT W h,III'11"I"I III'il"ILI,III'IF 1"]ly'! 1. TIIIIIITII 1 11 111111 Hill! 11111111 11 111111r FIN. FIRST FLOOR IIITII HIT11 ill 11111 11111 11 1.11.1 11 111M 1-1-1-ALILI-1-11 iLLI 11 + -Y Jill 11 VIIIIIHIll IT 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 111 1 1 11 1 H 1 1-11 FI N. FI RST FLOOR FIN. FIRST FLOOR +0'-U" . + - REAR ELEVATION EAST ELEVATION Scale - 114" = 1 '-0" Scale - 114" = 1 '-0" SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE: DATE DESCRIPTIOR PROPOMD ELEVATIO/If CAD FILE NAME: tc 2020 PROJECT TITLE: DATE: NSA PROJECT : NEMSCHICK SILVI=RMAN RCHITECTS P.C. Lehnert Residence 2/24/20 NJA the business of ARCHITECTURE." 240 Wicks Road ehner es e n ce ew o New,fuffolk, NY, 11956 SCALE: DRAWING NO.: A„/'NOTED 160 MAIN STREET, SUITE 200 A5 SAYVILLE, NEW YORK 11782 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: Phone : 631 563 2130 Fax : 631 563 2129 www.ns-arch.com 0 COPVRIGHr 2=N3r-,cl-M SLVBNM ARCI ECTs P.C. 1000 # # # # 1 , i 1. APPROVED AS NOTED DATE: a ( d B.P.# �S PLUMBER,CERTIFI;CATION FEE: BY: ON.LEAD CONTENT BEFORE NOTIFY BUILDING DEPARTMENT AT CERTIFICATE OF OCCUPANC t 765-1802, 8 AM TO 4 PM FOR THE SOLDER USED IN WATER FOLLOWING INSPECTIONS: SUPPLY S.Y,STE'M,CANN0T 1. FOUNDATION - TWO REQUIRED EED 2/10 OF 1% LEAD. FOR POURED CONCRETE E,�(C 2. ROUGH - FRAMINt2 & PLUMBING 3. INSULATION 4. FINAL - CONSTP, "T"IN MUST BE COMPLETE I - _ '. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. �, ,- `AtL PLUMBING`fAIA 'i•E . TWATER LINES NEED INGB,E!4011E COVERING COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIR D AND CONDITIONS OF SOUTHOLD TOWN ZBA ARD All exterior lighting SB 0WMSTEES Installed,replaced or repaired shall conform --- to Chapter 172 of the Town Code OCCUPANCY OR USE IS UNLAWFUL (ELECTRICAL WITHOUT CERTIFICATE INSPECTION REQUIRED OF OCCUPANCY Blower door and ductwork testing required® RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 DO NOT.PROCEEDWITH OF THE TOWN CODE. 'FRAMING UNTIL SU#VEy° -OF FOUNDATION LOCATION HAS SEEN APPROVED.:,. v h GENERAL NOTE5 CONCRETE FIN15H N07E5 I. ALL WORK l5 TD CONFORM TO THE RULE5 AND RS5ULAT/ON5 OF THE I. AMERICAN RETE INS LC A.C.I.iORK 5HALL M HIM THE/8 LA7F5 EDITION. NT5 OF THE 4. BEAM CONNECTION5 5HALL BE DE5/GNED TO W1TH5TAND ONE-HALF THE 1. PAINTING OR INTERIOR FINISHING SHALL NOT BE DONE UNDER CONDITIONS LOCAL BUILDING DEPARTMENT AND THE N.r5. FSIDENrIAL GOFJSTRUGTIONMAXIMUM ALLOWABLE UNIFORM LOAD FOR THE PARTICULAR BEAM AND WHICH WILL .EOPARDIZE THE QUALITY OR APPEARANCE OF SIADH WORK. CODE. ND NOTE OR DETAIL OR LACK THEREOF5HALL BE CONSIDERED 2 CONCRETE CON7R4GTOR TO 5ET AND PLACE FORM5 H/TH 5TRICT 5PAN CONDITION5 SHOWN OR THE LOAD INDICA7ED ON DRAWING5, WORKMANSHIP WHICH 15"ED LE55 THAN FIRST QUALITY BY THE A5 RELIEVING THE CONTRACTOR FROM EXECUTION OF ALL WORK IN ATTENTION AND CARE TO ALL DATUM, FLOOR AND GRADE ELEVATIONS Ng1CfEVER 15 GREATER ARCHITECT,WILL BE REJEG7ED. ACCORDANCE W/TH ALL STATE AND/OR LOCAL GORES 3 CONCRETE PROTECTION FOR REINFORCEMENT 5HALL CONFORM TO LATE5T 5 k LDING 5HALL BE IN ACCORDANCE WITH ANIS 5PEGIFIGATION5 V51NG 2. 50MIT COLORS TO THE ARCHITECT, FOR APFROVAL. 2. ALL ELECTRICAL WORK TO BE FIRE 1WERWRITER5 INSPECTED AND A.G.I. 5PEGIFIGATION. E70 XX ELEC APPROVED. 5UBM1T CERTIFICATE TO OWNER UPON RECEIPT. 4. ALL TEMPERATURE REINFORCING SHALL BE 5UFFICIEN7LY EMBEDDED TO 3. PREPARE Sl/RFAGES TO RECEIVE THE SPECIFIED FINISH. TAPE AND SAND 240 3. ELECTRICAL CONTRACTOR To VERIFY ELECTRICAL 5ERVIGE AND PARCEL DEVELOP FULL 5TRENGTH IN ALL CONCRETE WALL5 AND 5L.AB5. 6. ALL 30L T5 5HALL BE A5774A 3ED 25N AND 5HALL BE INSTALLTO A 5" 5MO07M GYFaN BOARD To RECEIVE THE 5PEGIFIED FINISH. PAINT GRADE WICKY ROAP FOR ADEQUACY IN PROVIDING NEW ELEGTRIGAL INSTALLATIONS AS 5 PROVIDE ADEQUATE TlE5 FOR ALL STEEL REINFORCED IN SLABS,BEAMS, CONDTION A5 DEFINED 1N AlSC 5PECIFIGATION5• WOODWORK SHALL BE HAND 5ANDE9 BETWEEN COAT5 AND DV57ED GLEAN. 5HOWN ON 774E PLANS UPGRADE, 5ERVIGE, METER AND PANEL A5 MAY PIERS, AND AALL5, REINFORCED TO BE FIELD AT CORRECT P15TANCE FROM 7 ALL kff--DER5 5HALL BE CURREN77-Y CERTIFIED. THE FOLLOWING ��L� �5,, PITCH POCKET5 OR SAPPY PORTIONS SHALL BE 5GRAPE9 AND BE REQUIRED. FORMS AND EARTH BY 57EEL CHA1R5 OR TIES CERTIFIOTION5 ARE ACCEPTABLE. NEW YORK STATE,NEW YORK CITY 4. ALL PLUMBING WORK TO BE 1N 5TRIGT ACCORDANCE WITH N.Y.5. CODE 6. FOLLOW C.R.5.I. RLE5 FOR PLACING ALL REINFORCING 57EEL AND DEPT OF9UILDING5, OR 7E5TIN&LABORATORY CERTIFICATION TO THE AWS 4 FILL GRAGK5, HOLES, IMPERFECTIONS IN EX15TINO WALL5, PARTITION5, OR TOW/l oryoUTHCLP AND ALL APPLICABLE LOCAL REGULATIONS. ACCE55OR/E5. CODE. GYPSUM BOARD HIM PATCHING PLASTER AND 5MOOTH OFF TO MATCH 5. CONTRACTOR TO EFFECT AND MAINTAIN IN5URfWGE, I.E. CONTRACTOR5 7. CONTRACTOR SHALL SUBMIT CONCRETE MIX REPORT HIM PAINTING ADJOINING SURFACES OR LAMINATFWITH I LAYER OF 1/2"GYNSUMBOARD LIABILITY,hORKMAN5 COMPENSATION, COMPLETED OPERATION5, ETC. COMPRESSION TE5T RE56LT5 TO ENGINEER FOR REVIEW PRIOR TO TO ACHIEVE REQUIRED 5MOOTNNE55,A5 PER ARGHITEGT5 INSPECTION. ADEQUATE FOR 774E PURP05E5 OF TH/5 PROJECT AND FURN15H PROOF OF STARTING FOUNDATION CON5TRUCTION. I. ALL 5TEEL A,7ER FABRICATION 5HALL BE THOROUGHLYEA GLNED OF RUST, 5 HIRE NEW GYP5IAly BOARD c�l1RFACES WITH A DAMP CLOTH.A/5T PRIOR TO SAME TO 774E OWNER PRIOR TO COMMENCING W'TH WORK 0. REPRESENTATIVE TEST GYLINDER5 5HALL BE TAKEN FROM THE CONCRETE DIRT,L005E PALL 5CALE,AND OTHER FOREIGN MATTER. AFTER GLEANING, APPLICATION OF THE PRIMER, IN ORDER TO LAY FLAT ANY NAP WHICH MAY 6. EACH 5UBCONTRACTOR 5HALL 5UBM/T A COPY OF H/5 IN5URANGE PLACED EACH DAY IN ACCORDANCE WITH CONCRETE 5PE61FIGATION5 5TEEL 5UIRFAG15 5HALL BE SHOP-PRIMED WITH ONE COAT OF METAL HAVE FORMED IN 5ANDIN&FROGE55. / � ® A53REVIA TIOM5 TESTING SHALL BE PERFORMED AT 7 AND 26 DA 715. PRIMEfy AND OP GOAT COLOR TO BE 5ELEGTED BY OWNER. PAINT COATS COVERAGE(WORKMCOMPENSATION, LIABILITY,DI6AB/Ll7Y) TO SHALL BE FULL DING,APPLIED THOROA6HLYAND EVENLY TO TIE 6. UPON COMPLETION OF PAINTING WORK, REMOVE ALL PAINT FROM WHERE IT THE OWNER PR/OR TOO COMMENCING WORK EACH S�JBGONTRAGTOR SHALL q ALL MESH SHALL BE SPLICED 50 THAT THE OVERLAP BET EN OUTERMOST 5IRFAGE5,AND/REE FROM-,TRAY DU5T, RUNS OR 5AGS HA5 SPILLED SPLASHED, OR SPLATTERED oIy F�CPOSED ADJACENTA. AREA QTY. QUANTITY 5UBM/T LIEN RELEA5E5 PRIOR TO REQUE5T/N5FINAL PAYMENT. CRO55 W/RE5 OF EACH SHEET/5 NOT LE55 THAN THE 5PAG/N6 OF THE SYMBOL DE5GRIPT/ON 5YMBOL DE5CRIFT/ON A.B. ANCHOR BOLT RAD. RAD/u5 GR055 W/RES PLUS TWO INCHES, UNLESS OTHERWISE 5HOWN ON TIE SURFACES. A.G.I. AMERICAN RD. ROOF DRAIN 7. CONTRACTOR SHALL AT ALL TIMES PROCEED Wl7N WORK AS TO MINIMIZE 2 PRIMER SHALL BE yJST-O-CHIN 106q RUST-INHIBITING!'RIMER OR CONCRETE REGPT. RECEPTACLE THE OWNERS INCONVENIENCE, AND SHALL DO 501N A WORKMAN-LIKE DRAWING. APPROVED EQUIVAEN7; SECOND GOAT SHALL BE RUST-O-LEI/M 1060, OR 7 EXAMINE FINISH SURFACES AFTER COMPLETION OF hbRK INCLUDING IN5TITUTE REINF REINFORCING MANNER. APPROVED EQUIVAENT. MILLWORK INSTALLATION AND PROCEED WITH "TOUGf•AJP"A5 REQUIRED. A.D.A. AMERICANS HIM /D. ALL FOLWAT10N5 SHALL BE GA5T ON UNDISTURBED OR CONTROLLED 5E6TION TAO- SEE D15ABILITIE5 ACT DN. DOWN 6 ALL 5ALVA&EABLE MA7ERIAL5 AND EQUIPMENT INCLUDING FIXTURES COMPACTED SOIL HAVING A MINIMUM BEARING CAPACITY 0= TWo(2) TONS 3 AFTER ERECTION TOCH UP ALL FIELD CONNECTIONS AND ABRADED - � DR. DOOR FURNI5H/NG5 AND DECOR ITEMS SHALL BE STOPED AND PROTECTED FROM 8. PROVIDE ARCHITECT WlT74 A MINIMUM 0=(3)8"X lO'BRUSH-OUTS of EACH X ELEVATION TAO- ADH. ADHE5IVE • DWO. A5 NOTED X A.F.F. ABOVE DTL. DETAIL DAMAGE UNTIL THE OWNER DETERM/NE5 THE COUR5E OF ACTION TO BE PER SGXIARE FOOT UNLESS OTHERIN/SE NOTED(SU�EGT TO FIELD 5LlRFAGES W1774 SAM TYPE OF MA IFR/,4L USED FOR SHOP COATING. DOLOR AND FINISH FOR ARGHITFGTS APPROVAL,AT LE.45T 2 IfKS PRIOR x-X SEE DWG. A5 NOTEDFIN15HED FLOOR Dom• DRAWING TAKEN HIM 5AME. IN5PE6TION AND VERIFICATION BY CONTRACTOR). TO 517E APPLICATION. ON-517E APPLIGATION5 SHALL BE REQUIRED ONE ALT � � DWL5. DOWELS WOOD {1tFEK PRIOR TO FINAL APPROVAL. ARCHITECT RESERVES THE RIGHT TO AL�ALUM � /yam EA. EACH q. PROTECT AND MAINTAIN EXISTING UTILITY LINE5 WH/GH ARE TO //. MAXIMUM 57EP OF FOOTINGS SHALL BE ONE VERTICALLY TO TWO kEEK T ANY COLOR/FINISH ONCE THE WALL TEST HA5 BEEN R16H ADE ANOR ANODIZED E.I.F5. EXTERIOR REMAIN IN 5ERVI6E IN SUCH A MANNER A5 TO AVOID INTERRUPTION OF HOR/ZONTALLYWHERE ELEVATION5 CHANGE. I. ALL LUMBER SHALL B0Cf,L.A5 FIR LARCH ND. 2, F9 = 875 T'5/,FV= q5 INSULATION THE5E LINE5. UNLE55 OTHERWI5E NOTED,ALL E-45TW UT/LIT/E5 5HALL BE P51,E= 1,600,000 P5MAXIdN MOISTURE CONTENT�lq% 9. FIN15H LNPER51DE OF 5OFFlT5(WHERE THEY OCCUR) TO MATCH ADJACENT A.N.5.1. AMERICAN ELE6T 5Y57FM AL7ERED, CAPPED, OR RELOCATED IN A MANNER APPROVED BY THE l2. ALL RETAINING WALLS 5HALL BE ADEQUATELY BRACED DURING VERTICAL FINISH, U.O.N. FIN15H TAO- SEE FlNlSH I�aTionlAL x TAO- SEE DWG. O ELEG/ ELECTRIC%AL X-X LEGEND � CEILING FIN. STANDARDS EL.EG1: GOVERNMENTAL AUT740RlTlE5 AND UTILITY G014'ANlES HAV/NG.AARISDIGrION CONSTRUCTION TO MAINTAIN SAFETY AND STAB/CITY. BACKFILLING SHALL 2. ALL STUD LUMBER SHA! BE DOUGLAS FIR LARCH 57'UD GRADE, FB = 675 /p INSTALL ELECTRICAL SWITCH AND OUTLET DOVER PLATF5 SURFACE x-x A5 NOTED IN5TITUTF ELEV/EL. ELEVATION 50 A5 TO&UARANIEE A COMPLETE INSTALLATrON. NOT BE PERMITTED UNTIL CONCRETE HA5 ACHIEVED g0�OF THE 5PECIFIED P5/, FV= q5 P5I,E= 1,40,OW P51, MAXIMUM MOISTURE CONTENT Iq% LEGEND APPROX. APPROXIMATE DESIGN 57RENG77! HARDWARE,ETC.,AFIEIR PAINTING AND/OR APPLICATION OF WALL ENG. ENG/NEERIED COVERINGS AND CARPET ARCH. ARCHITECT/ EQ EQUAL ll. CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL EXISTING WORK 3. ALL WOOD GONSTRI�TIC 5y,4L,L, GOMPL.YWITN 774E NATIONAL DESIGN AVG. AVERAGE EQ. EQUIPMENT ADJACENT TO H15 WORK, OR DAMAGED A5 A RE50LT OF HI5 WORK. I3. ALL C0NGRE7E 5HALL ATTAIN A MINIMUM 5TREN&TH OF 3,000 P51 0 28 SPEGIFIGATION FOR WOO GOFJ57RUGTlON,LATEST EDITION. PLUMBING WHERE EX15TING MATERIAL5 ARE TO BE MATGIED, CARE 15 TO BE DAY5 FOUNDATION,5LAB5 ON GRADE AND CONCRETE EXP05E9 TO Il. MODIFY EX15TIN6 FLOOR 5URFAGE5, TO RECEIVE NEW FLOORING MA7ERIAL5 B.O. BOTTOM OF ETC. ETCETERA TAKEN 1N BLENDING COLORS AND REPLICATING ADJACENT FORM5 AND WEATHER 5HALL BE AIR ENTRAINED. 4. ALL WOOD EXPOSED TOM THR 5HALL BE GGA TREATED IN TO PREVENT NOTICEABLE L01P5 AND DEPRESSIONS. ELEVATION A66E550RIE5 TAO- BD. BOARD EXI5T. EX15TIN& BENCHMARK x-x 5EE A66E550R1E5 BLDG. BUILDING EXP EXPO E9 GONTG'UR5 I4. ALL CONCRETE REINFORCING 57EEL 5HALL BE IN ACCORDANCE WI7H A5TM ACCORDANCE Wl7N AFPA`T,ANDARl75 12- PARTITION5 AND MILLWORK TO RECEIVE 5TRAIGHT RE51LIENT BA5E OR B.F.P. BACK FLOW EXT EXTERIOR 12. BEFORE SUBMITTING ANY PROPOSAL, IT 5HALL BE THE RE5PON5/B/LITY A-615 GRADE 60 DEFORMED BARS 5 ALL WOOD GONFJEGTORS " „ CARPET, COVE RE5/LIENT BA5E AT RESILIENT FLOORING. U.O.N. LEGEND FREVENTOR FD FLOOR DRAIN OF THE CONTRACTOR TO FAMILIARIZE H/MSELFW/TI ALL EXISTING � BE BY '5IMP50N, "TECO, OR BLK. BLACK F PN. FOUNDATION CONDITION5, HATERIAL5 TO BE MATCHED,WORKING SPACE AVAILABLE, 'APPROVED E��' 13. 5TAINED AND PAINTED 5URFACE5 5HALL BE FIN15HED SUCH THAT JOINTS BLKG. BLG�GKING FIN. FIN15H 15 WELDED HIRE MESH SHALL BE IN ACCORDANCE W/T74 ASTM A-185. SAFETY PRECAUTIONS ETC. REQUIRED FOR THE 5AFE AND EXPEDITIOUS ARE NOT VI5/BLE WHEN VIEWED FROM ANY REASONABLE ANGLE. �1NG LAM OR LAMINATED VENEER LUMBER OR EXTERIOR I=WISH TSG- BRO. BEARING FIXT. FIXTURE 6. MEMBERS DESIGNA7FD AS „ " " ROOM ROOM NUMBER BTM. BOTTOM FCR. FLOOR EXECUTION OF 774/5 CONTRACT. FAILURE TO DO 50 W/LL NOT BE l6. ALL STRUCTURAL MEMBERS SHALL BE POURED FOR THEIR FULL DEPTHS IN "L.VL'5HALL BE MANUFAG; ,�IN AGGORDANGE WITH SPEGIFIGATlONS BY l4. WiAL.L GOVERIN(G SEAMS SHALL NOT OCCUR WITHIN l"-O"OF CORNERS. XXX TAG 5EE EXT. MATERIAL BTM BETWEEN FRZ. FREEZER CAU5E FOR EXTRA C05T5 TO THE OWNER OR OWNERS RE'RE5ENTATIVE5. ONE OPERATION. CON5TRUGTION JOINT5 SUCH A5 A DA POUR JOINTS LEGEND/5/TE CAD. CABINET FT FRLf t E OT CONTACT THE ARCHITECT IMMEDIATELY lF FIELD GOND/TIONS ARE SHALL BE LOCA TED IN 774E MIDDLE GhK 774E 5PAN, MAIN REINFORCING TO LCV15/ANA PACIFIC CORP. h SUB5TITUTE5 5HALL BE PERMITTED WITHOUT , APPLY FABRIC 50 WALL 15 DIVIDED WITH A MINIMUM NUMBER OF SEAMS, FTG. FOOTING FOUND TO BE OTHER THAN TH05E SHOWN HEREON PRIOR TO PROCEEDING RUN THRO/JGH THE JOINT, KEY AND ROWHEN JOIN75 TO EXP05E 774E ENGINEERS APPROVAL. SIGN STRE55E5 ARE AS FOLLOWS: J� = AND WITH EQUAL WIDTH PANELS, U.O.N. G.&.F COMPAG7ED &A. &A&EIMA&E 2,g5OP51, FV=2g0F51,E= 2L'O.ODOP51 GRANULAR FILL A/TI WORK AFFECTED BY 5AME. AGGREGATE FOR CHEMICAL BOND GAL. GALLON I - , t I5. LOCATE INTERSECTIONS of DIFFERENT FLOOR FIN15H MATERIALS DIRECTLY G.J. CQNTROL JOINT &ALV. GALVANIZED 13. CONTRACTOR SHALL VERIFY l7 NO HORIZONTAL JOINTS SHALL BE PLACED IN WALLS EXCEPT AS SHOWN ON ALL DIMEWON5 PRIOR TO 7. THE ARCHITECT 5HALL PROOF CALCULATIONS TD THE CONTRACTOR FOR UNDER CENTER OF DOORS, V.O.N. DOOR TAO- FROP05ED WALL5 GL.' ' CENTER LINE G.G. GENERAL FABRICATION. VERIFICATION OF LOA05 AN2�AM 542E5 HIM MFR? PRIOR TO ORDERING DLG. CEILING CONTRACTOR THE DRAWINGS,WITHOUT 774E APPROVAL OF THE ENGINEER AND MANUFACTURE: NOTIfY�,CHI7EGT OF ANY Dl5GREPANGIES IN ARITING l6• SUBMIT CARPET SEAMING PLAN(EOR BROADLOOM) TO ARCHITECT PRIOR TO O SGH.EDULE REFER TO FLOOR CLOS. CL05ET &D. GRADE 14. D15GREPANGIE5,ERROR5, OM/55/ONS,ETC., IN ANY PORTION OF THE 5HCVLD THERE BEA PRO%L DOOR 5GHD. PLAN5 FOR 5IZE DLR. CLEAR GL. GLA55 DRAW/NG5 WHICH ARE AT VARIANCE WITH THE LAW ORDINANCE5, RME5 I8. MAXI"LENGTH5 OF FOUNDATION WALL POUR IN ONE OPERATION SHALL ORDERING AND'AT LE45T(4)WEEKS PRIOR TO INSTALLATION FOR COL. COLUMN GIP. &YP5/JM OR REGULATIONS,BEARING ON THE CONDUCT CF THE WORK 5HALL BE BE NO MORE THAN TWO CONSECUTIVE COL"DIM. OR 60 FEET. ARCHITECTS REVIEW AND APPROVAL. CONG. CONCRETE H.C. HANDICAP REPORTED PROMPTLY TO THE ARCH/7FGT. 6. THE CONTRACTOR 5HALL BE F5PON5I5LE FOR COORDINATING ALL CONK CONDUIT ACCE551BLE REOVIRED IN5PEGTION5 OF THROUGH AND FINAL. FRAMING l7. METAL DOOR5, CONVECTOR COVERS, FRAME-5 AND WALL5 A5 SPECIFIED, PROPOSED DOOR CONN. CONNECTION H.G. HOLLOW CORE 15. IF CONDITION5 ENCOUNTERED DURING CON57RUGTION DIFFER Iq CONCRETE CON7RACTOR To BE RE5PON5/BLE FOR 5ETTING ALL ANCHOR TO RECEIVE A PAINT FIN15H 5HALL BE PAINTED A5 FOLLOWS: WINDOW TAO- CONST. CON5TRUGT/ON H.D. H/GH DEN5/7Y FROM WHAT/5 SHOWN ON DRAW/NG5, THE ENGINEER 5HALL BE BOL T5 AND LEVEL/NG PLA7E5 q. REFER TO FLOOR REFER TO DRAWING G5-2 FOF7E5/GN LOAD5. GYPSUM: O 5GHEDULE $ CONT. CONTINVOUHDR. HEADER 5 HDR. HARDWARE NOTIFIED IMMED/A7ELY AND WORK 5HALL NOT PROGRE55 UNTIL 20 PROVIDE CONTINUO05 2x6 TREATED 51LL FLA 7E OVER TERMITE 5HIELD PLAN5 AND 5GHED. CONTR. CONTRACTOR HDF'VD. HARDWOOD ALL PROBLEMS ARE RESOLVED TO INE 5ATI5FAGTlON OF TIE FIRST COAT LATEX PRIMER DOOR 5GHD. G.T. CERAMIC TILE , TIED INTO FOUNDATION WALL5 HIM 5/8"ANCHOR BOL T5 3b"o.C. (/'-D" l0. ALL CONGEALED 5PACE5 IN WOD FRAMING 5HALL BE FIRE5TOPPED WFTH 5EGOND GOAT LATEX EG&5hELL FOR SIZE H.M. HD[[��O��.yy MET,,A4[[ ENGINEER. WOOD BLOCKING ACCURA7ELFI77ED TO FILL THE OPENING AND ARRANGED 7H//,RD COAT LA7EX EGG5fELL. G.S.I. GONSTR[IGTION CON77ZAGTOR(5) MAX. FROM ALL GORPlERS)WIT/10"min EJ�BEDMENT. PROVIDE 5/LL 5PEG/FIGATION HT. HEIGHT 16. ALL SUBGONTRAGTOR5 5HALL BE RESPONSIBLE FOR FILING AND 5EALER AND GROUT SILL FLA 7E TO WALL. TO PREVENT DRAFT5 FROM WING FROM ONE 5PACE TO ANOTHER METAL DOORS 1 RAMES: � GONVEGTORS: INSTITUTE H.VA.C. HEATING, OBTAINING APPROVAL5 FOR THEIR WORK AH/GH MAY BE REQUIRED PROP05ED CU CUBIC VENTILATION,AIR PROVIDE I/2� 21. FLOOR 5LAB5 ON GRADE TO BE 4"POURED CONCRETE WITH 6x6/L4XI.4 GA. A PROVIDE BRIDGING 6'-D"o.C.FVC(50LID OR CRO55 BRIDGING). F1R5T GOAT LA TEX METAL. PRIMER GO1dDlT/ON/NG 17 ALL 50CONTRA SHALL PROVIDE ALL EGXI/PMENr TOOLS, FENCES, SECOND GOAT LATEX SEMI GL055 ENAMEL Q RE 15/ON TAO �� F1X77)RE5 FOR DEG. DEOUBL ES I.G. ISOLATED GROUND THIRD 5AFEGUAR05,ETCA5 REQURED FOR THE PROPER WIRE REINFORCING AND 57F-EL TROWEL FINISH. THIRD GOAT: LATEX SEMI GLO55 ENAMEL PREMOULDED EXPANSION JOINTING AT FLOOR SLAB AND FOUNDA TION I2. NOTCHES OR HOLE5 FOR PIP/i ETC. /N 57RX TUBAL FRAMING MEMBERS FUTURE DIA. DIAMETER INGHE5 EXECUTION OF THEIR WORK. WALL. PROVIDE 2"(R-IO m/n)RIGID IN5ULATION 2'-D"EACH WAY (EOR SHALL NOT BE PERMITTED l8. PAINT SHALL BE LATEX- INTERIOR FINISHES TO COMPLY Al7N LOCAL DIM. DIMEN51ON INCL. INGLUDEAED l8. ANY DEVIATION5 FROM THE ARGHITFGT5 DRAW/NG5 K57-BE SUBMITTED IN50L. IN56LATION INFO. INFORMATION TO THE ARCHITECT IN WRITING FOR APPROVAL. HEATED SPACES). BUILDING CODE AND 5HALL BE INTERIOR FIN15H GLA55 G FOR coRRIDOR5 INT. INTERIOR 1N57L. IN5TALLATIOW l3. DOUBL.E JOISTS UNDER ALL FR TI RUNNING PARALLEL WITH THE J015 T5 AND ROOM5. COMBO CARBON MONOXIDE J-BOX .,UNCTION BOX INSTALLED /q. E4GN CONTRACTOR AND SUBCON7R.4GTOR SHALL BE RESPONSIBLE FOR 22. ALL SLABS ON&R,4DE SHALL HAVE 7N/GKENlNGS,DEF'RE55/ONS, SMOKE DETEC TOR 5HALL BE SMOKE DET56 TOR REOV. REQUIRED MAINTAINING 5AFETY ON THE JOB 517E DURING THE CON5TTRX TION OPEN/NG5 ETC.,A5 REQUIRED OR A5 5HOAN HEREIN OR ON JST. JOIST � /4. ALL FLOOR AND SKYLIGHT 01N/N55 ARE TO BE FRAMED WITH DOUBLE /q. INTER/OR FIN/SHIES SHALL BE GL.A55/PIE9 IN AGGORDANGE W/TH 5LIRFAGE JT. JOINT RM. ROOM PHA5E TD COMPLYW1774 TIE RE6ULATION5 AND REGU/REMENT5 OF THE ARCHITECTURAL DRAWINGS. HAROH/RED TO CENTRAL O SHALL BE H�4RDWlRED R.O. ROJGH OPENING OCCUPATIONAL 5AFETY AND HEALTH ADM/NISTP.ATION. TH15 5HALL HEADERS AND TRIMMERS, R1L,JOINED WIT74 STEEL BRIDGES OR "!EGGS". FLAME RATINGS ALL FINISHES IN THE F�ZOPGSED AREA TO BE INTERIOR IN LAN/ AT 23. PROVIDE POCKETS IN WALL FOR COLUMNS BEAM5 AND SLABS. FIN15H GLA55 B. FINl5HE5 MATERIAL 5HALL HAVE FLAME-5PREAD RATING TO CENTRAL SYSTEM R.T11. ROOF TOP UNIT INCLUDE, BUT ARE NOT LIMITED TD: 1'ROVID/NG,ALL 1�EGE55ARY " " 15 TO ELIMlNA7E THE HAZARD OMDI5TURE CONDENSATION IN COLD kE4THEP OF 26 TO 75 5MOKE DEVELOPED RATING OF GLA55 B. SYSTEM WITH BATTERY LAM LAM/N,4TE SAN. SANITARY M/NIMUMBEARING ON WALLS OR BE4M5: WFOR SLABS, 8 FOR BEAMS, WI TH BAT7ERY BACKUP LAV. LAVATORY TEMPORARY 5UPPORT5 AND BRACING A5 MAY BE REQUIRED PRIOR TO C BACKUP LB5. POUNDS 5C. 5CHE GORE THE 774E IN5TALLATION OF NEW 5TRX TURAL ELEMENT5,A5 WELL A5 U.O.N. AND TO PERMIT 111E ESCAPE HEAT V HOT CKIN fER VENTILATION O 20 ATTACHMENT AND ADHE5IVE5 FOR INTERIOR LOCATIONS,WHICH WILL 5GHD. SCHEDULE ATTIC AND GRAFIIL SPAGE51.eEQUIRED. BLOCKING APD BRIDGING SflOUL.D L.F LINEAL FOOT/ T. SECTION ADEQUATE AND PROPER BARRIGADE5, RAILING-5,LIGHTING, 5TAIR5,ETC. 24. TOP ELEVATION OF 5LAB5 SHALL VARY ACCORDING TO FIN15H FLOOR BE ARRANGED SD A5 NOT TWERFERE MIN INE MOVEMENT OF AIR. FRODUGE PRODUCTS MORE TOXIC THAN TH05E G1VEN OFF BYWORD OR L.P.P.L. LOW POINT 5F. SQUARE FEET REQUIRED TO PIROTFGT THE WORKMAN, OWNER5 PER50NNEL AND MATERIAL. 5EE ARCHITECTURAL DRAWINGS PAPER WHEN DECOMP05/NG OR BURNING WILL BE RE.E67ED. MA 7L. MATERIAL 07HER5 FROM IN-M'K DUE TO CON5TRUGTION WORK. PROVIDE FREE l6. ALL CATHEDRAL CEILINGS SELL HAVE CONTINUOUS VENTILATION FROM 2/• , /�/�y OR MODIFIED GON57R/GTION SHALL BE FINISHED AS PER OWNERS MAX. MAXIMUM 5HT 5HEET AND SAFE PASSAGE FOR PERSONS TO AND FROM AREAS AND 25 IN ANY APPROVED CONSTRUCTION JOINT, PROVIDE 2"X 4"KEY MIN. AND 24 ' MEW MECHANICAL 51M. 51MILAR BAR DIAMETER LAP(16"MIND OF REINFORCING,EXCEPT FOR SLABS ON EA VE5 TO RIDGE 51ZE IN50LiION ACCORDINGLY. FROVIDE 3/4"dla. VENT SELECTIONS IN AGGORDANGE WITH MAFJUFAGTIlRERS PUBLISHED MFG. MANUFACTURER SM. SMALL FAGILlT1E5 G TO HOLES A5 NEEDED TIRU 5K*HT FRAMING To MAINTAIN CONTINUOUS MIN. HINIAM SPECS GRADE SPECIFICATIONS 20. FIGURED DIMENSIONS 5HALL GOVERN 5MALL -GALE DR4W/N55 WHERE VENT/CATION. 5PECIFIGATION5. M/SG. M/SCELLAFJEGUS 50. SQUARE 26. SLAB ON GRADE 5HALL BE POURED IN 57RIP5. CONSTRUCTION OR CONTROL ARGHI TEMRAL: MM MILL/METER 50 FT 5Q/JARE FEET DIMENSIONS ARE E57ABL15HE9 BY CONDITION5. IF EX15T1NG, EACH M.R. M015RJRE 55, 5/5 5TAINLE55 STEEL CONTRACTOR 5HALL MEA5URE EX15TING CONDITIONS PRIOR TO ORDERING JOINTS 5HALL HAVE A MAXIMUM SPACING OF 30-O"IN EITHER DIRECTION. l7 DOUBLE.,01575 UNDER ENTIFPATHROOM AREA UNLE55 07HERA15E N07ED. NOTE5, LEGEND $ ABBREVIATIONS RE5/57ANT MAXIMUM AREA OF POUR 5HALL BE 2700 50. FT: I 570. 5TANDARD MA7ERIAL5 AND COMMENCING HIM WORK. MTD. MGNJNTFD l8. WE CONTRACTOR SHALL INGc'PORA7F ALL REQUIRED 57RAP5 ANGLES PP-1 - PLOT PLAN M7L. METAL. 57L. 5TEEL 21. GENERAL CONTRACTOR AND H/5 505 ARE RE5PON5/BLE FOR ALL LAY- 27. ALL WALL AND PIER FOOTINGS 5HALL BE MINIMUM 12" TMICK AND FRO-ECT TIES 5UPPOR75 ETC. A5 MAYE REOUIRED FOR FROTEGTION of 57RUGTURE A-c.1 - G017E GOMPL/ANGE NOTE5 AND 17ET4/L5 N.I.G. NOT IN CONTRACT 5TRIUGT. STRUCTURE--AL OUT WORK, INCLUDING 5PECIFIE9 LAY-OUT DRANING5 A5 REQUIRED. 6"MINIMUM BEYOND ALL FACE5 OF WALL5 AND PIER5 UNLE55 OTHER 15E FROM FORCE-5 OF NATURE. 75 INCLUDES: ROOF TO ROOF;•ROOF TO WALL5• NOM. NOMINAL SUPPL. 51 PPLY/-lED GENERAL CONTRACTOR SHALL COORD/NATE Rc5PECTIVE SUBCONTRACTORS NOTED. NO✓W.. NUMBER 5U5P. 5U5PENDED WALL5 TO WALL5 AND WALL_O FOUNDATION. ME5E F457ENER5/TIES �t-0.2 - TYPICAL DETAILS so A5 NOT TO GAUSS UNDUE NARDSH/P,DELAYAND INTERFERENGEW/7N N.5.F NATIONAL T/ TOP OF 28. GROUT U5E9 5HALL BE NON-FERRC'U5 NON-SHRINK GROUT BY IN-PAKT AND 5HALL BE A5 MFRD BY 51WN OR APPROVED EQUAL. y A-I - PROP05ED FLOOR PLANS 5ANITAT/ON 7B. THROUGH BOLT CONDUCT OR WORK. �. FOUNj9SHALL ATTAIN A STRENGTH OF 4,000 P5I 174 7 DAY5 ATION TdB TOP $ BOTTOM 22. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS WORK FROM THE Iq. ALL FASTENERS FOR PRE55V TREATED LUMBER TO BE HOT GALVANIZED. A-2 - PROF05ED ELEVA TIONS NT.S. NOT TO 5GALE Tf& TONGUE $ GROOVE 517E AND D/5P05E OF IN A LEGAL MANNER ON A WEEKLY BA515 OR 2q. ALL SLAB TEMPERATURE REINFORCEMENT TO BE FIBERME5H CONCRETE A-,3 - PROP05ED 55C TION5 O.A. OVER ALL TEMP TEMPERED SOONER IF CONDITION5 WARRANT. REINFORCEMENT A5 MAMAFAGTURED BY FIBERME5H Co. OR APPROVED 30 O.G. ON CENTER 7YP. TYPICAL EQUAL. MIXING AND PLACEMENT SHALL BE IN AGGORDANGE TO OPNG. OPENING UL. UNDERWRITERS 23. AT THE COMPLETION OF WORK, THE 517E 15 TO BE CLEARED OF ALL EQUAL.MANUFMI X INR5 SPE PLACEMENT 5HALL OPT. OPTIONAL LABORATORIE5 DE905 AND EXCE55 MATFRIAL5. THE FACILITY 15 TO BE LEFT BROOM O'P. OPP0517E UV. ULTRAVIOLET CLEANED AND WORK 15 TO BE COMPLETED TC THE TOTAL SATISFACTION PL. PLATE V. VOL T/VOLTA&E OF 774E OWNER PRIOR TO RELE45EOF FINAL PAYMENT. 57EEL PLMB PLUMBING VB. VAPOR BURR/ER 24. THE ARCHITECT HA5 NOT BEEN RETAINED FOR ADMIN157R4TION OF THE 1. ALL 57EEL FABRICATION AND ERECTION SHALL CONFORM TO A15C PNCM.. PANEL VE • PPLYWOOD VE VENT RT. VERTICAL PIPE CON5T7RXT/ON OF 774/5 PROJECT. 5PEGIFIGATION5 FOR STRUCTURAL 57EEL,LATEST EDITION. SEAL: REVISIONS/SUBMSSIONS: DRAWING TITLE: PR. PAIR w/-w/o W/7N/W/7NOUT 25 CON7RAGTOR5 5HALL COOPERA7E W/7N ALL OTHER 7RADE5 AND WHERE R E p DATE DESCRPT10rt PREP. PRE 2. ALL 5TRIGTURAL 5TEEL 5HALL BE A5TM A 36 EXCEPT 5TRG7URAL TUBE �� q'4 WD. WOOD REQUIRED INSTALL ALL BUILT WORK, SLEEPS, lNSLRIS,FTG.,AS `yy/GH SHALL BE A57M A500 GRADE B. AND STRAG7URAL PIPE hIHIGH SHALL ��`' 2j�' aioaao FOR MA APPUCATiOn PREPARED ADW. WINDOW REQUIRED FOR A COMPLETE JOB. °ND "�s ti�� ioa7rzo FOR vu DRAWING L,I/T fa/`I D OPJPJREVI�10 f� P5.F. PC'UND5 PER �- �' . SQUARE FOOT ASTM A50% 2 e� y H.H.WH. WATER HEATER 26. 5EE N.Y.5. BU/L.D/NG CONSTRUCTION CODE MANJAL FOR REG UIRED WOOD <., h7? WATER PROOF r P5.1. PG'UND5 PER WT WEIGHT FRAME NAILING 5GHEDULE. 3. ALL 57RUG7URAL 57EEL 05ED A5 EX7ERIOR WALL LIMEL5 SHALL BE GALVANIZED. ; SQUARE INCH _ ::r. PT. PART/l'O/NT H.H.F. F FD W/RE FABRIC, NAME \ FL PVMT. PAVEMENT ----' 2072 Lehnert Al.dw PROJECT TITLE: DATE NSA PROJECT +: • NEMSCHIC:K SILVERMAN ARCHITECTS LEI�NERTR�/IDFJ`ICE 10i15i20 20-2072 the business of ARCHITECTURE." .........._..............._.................................... ................_ ................ ..._....._......... ........................... ......................... _.. ......... .. ....__......................... ....................... ....._ .........___.. ........................_.........._.. ._....... ........ ....__ ................ ................. ...................._._.._. .__.._._._........._. _.__...__ ......._..._.._.._.........._........... ..... __ ..._.... ............._.................. _..... ___...........___.. __.. ... ._....__ ................_......_....._............._. , ..__. . ...... SCALE: DRAB NO: /yEWfUFFOLK, NY 11956 160 MAIN STREET, SUITE 200 ...................................... ............... .......... ..... ............................._....... ...._... .f.f SAYVILLE, NEW'YORK 11782 DISTRICT: SECMR BLOCK LOT. DRAWN BY: ...� one : 631 563 2130 Fax : 631 5632139 www.ns-arch.com 0 COPYRIGHT 2020 NEMSCHICK SILVERMAN ARCHITECTS P.C. 1000 110 08 19 RWL Urj�, 3 S p ' •, ..p p O © a 2 oo,, DD -ROOF BELOW 0.4 ORNA FA t> R0-,• O EXISTING 2x8 f.J E%IS�TING 2.8�J� �\ � �� �� EX15TING BEDROOM CbNC.D 6�ICtN JR4 • � KITCHEN � �'• 0 91N ' ® 3 p BOILER CORRIDOR !� Q Q � � g �� w� 5 ti I E%15TING CELLAR �� � � �� nwVj� w O Li DRIVEWAY TO BE ,C O J O SAWCUT�AREA O TV AREA NEWO AFFECTED BY REMOVED OV ^ ? O TION ADDIO O uvING Roots w a 11.0• OE%15TIN(:BEDROOM z 2 2 - �• O y ? j=t7 AC UNIT TO, O N r -ROOF BELOW �_+ % BE cRnw SFncE x, RELOCATED ENTRY FOYER COVERED PORCMj 3° c / PROPOSED 2 r� I-STORY I14•$' ADDITION 10 1, w EXISTING FOUNDATION PLAN EXISTING FIRST FLOOR PLAN EXISTING SECOND FLOOR PLAN Scale - I/i3" = I '-0" Scale - I/8" = I '-0" Scale - I/8" = I '-0" EXISTING W W �r DRAINAGE POOL Aj N 4 ' RTO BE EPLACED REMOVED d Z (� O\ W CONFORMING R LOCATION �\ BR�DK pq O � FIN.SECOND FLOOR W wO ELEV +7'-10' 4W eMilli 1H � ocf ® V 32, FIN.FtFIRST FLOOR O W FIN FIRS OR FIX Koro �;2.ZrN �9 f co 4•0' ce eM N -900s.,cam" VNk L 2 �FNcF �N �Nco EXISTING FRONT ELEVATION EXISTING WEST ELEVATION °�S M Scalc; - 1/8 — P-0" Scale - I/8 — 1 '-0" TSA 0 �a cf &40L4�1�p ICG j�S SITE PLAN SOLE: I"=10' FIN SECOND FLOOz ELEV.+7'-10' m SITE AND ZONING DATA ZONING REQUIREMENTS R-40 EXISTING CONDITIONS PROPOSED CONSTRUCTIO AS PER 100-244 FIN.FIRST FLOOR NN+mR5TIrLoop, LOT AREA MAX 20p005.F. 1500 5.F. 1500 5.F. FRONT YARD SET5ACK 35.0 FT 23. 5 FT 23. 5 FT REAR YARD SETBACK 35.0 FT 80. 25 FT 78. 45 FT SIDE YARD SETBACK 10.0 FT I9. 05 FT 1. 1 FT TOTAL ° BOTH SIDES 25.0 FT 25.38' 13.4' MAX. GROSS FLOOR AREA 20% 894. 5 5F II. q % 1182. 4 5F 15. 6 % MAXIMUM HEIGHT 35.0' FT 20.0' FT 20.0' FT THERE ARE NO GRADE CHANGES, FILLING, AND/OR CLEARINGDONE TO THIS PROPERTY EXISTING REAR ELEVATION EXISTING EAST ELEVATION Sca I e - 1/8" = P-0" Sca I e - 1/8" = 1 '-0" SEAL' E ED��.• REVISIONS/SUBMSSIONS: DRAWNG TITLE: DATE DESCRPTIOrt 8/04/20 rORZ5AAPPUCATIOn E I/YG CO/YDITIO/Yf 10/27/20 POR 61D AND PROPO-fr-P/•ITE PLAN No.029086 OQ CAD FU NAME 2072 Lehnert A1.dw PROJECT TITLE: DATE NSA PROJECT *: �VEMSCHICK SILVERMAN ARCHITECTS LEI�NERT RF�'IDENCE 10/15/20 20-2072 the business of ARCHITECTURE." - ' ......._................_.__........._...... .._..._... ................ .............. _ . _ . . _ .......__.-............. _.. .--..._.... /YEW/UFFOLK, NY 11956 ALE DRAWG NOS 160 MAIN STREET,SUITE 200 ............................................................ ...................... ... ................................... .... ............................. ............................ ................................. ...... ...............-............. ......... ..........................................i.--...... ............ .......................... ......................... ........ ................ ...._................................... A GOWN SAYVILLE, NEW YORK 11782 DISTRICT: SECTION BLOCK LOT: DRAWN BY: .� Phone : 631 5632130 Fax : 631 563 2139 www.ns-arch.com 0 COPYRIGHT 2020 NEMSCHICK SILVERMAN ARCHTECTS P.C. 1 Ooo 110 08 19 RWL CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA OF THE TOWN OF 50UTHOLD TABLE 602.3(1) FA5TENING 5GHEDULE TABLE 602.3(1) FA5TENIN6 5GHEDULE EXTERIOR IWINDOW Do II HE AT PER 2020 RE51DENTIAL CODE OF NEW YORK STATE TABLE 83012 (1) ITEM DESCRIPTION OF NUMBER AND TYPE 15PAGIN& AND ITEM DESCRIPTION OF NUMBER AND TYPE SPACING AND NAILING 5CHEDULE, GROUND WIND DE516N SEISMIC SUBJECT TO DAMAGE FROM WIND ICE BARRIER FLOOD AIR MEAN BUILDING ELEMENTS OF FASTENER LOCATION BUILDING ELEMENTS OF FASTENER LOCATION ROU,14CMNINSWMR9 WM WR POWIM OFMINSS a DE516N FR05T LINE DE51GN UNDERLAYMEN FREEZING ANNUAL ROOF WALL GONTINUED 1 NOTATION A B c a E SNOW SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE A•f CTI k I m WEATHERING b TERMITE • h HAZARD 1 J �� LOAD (MPH) EFFECTS REGION DEBRIS ZONE CATEGORY DEPTH TEMP REQUIRED INDEX TEMP 4-8d box 3-8d box 2'•0' 2 N 2x4 I I I (2 y2" x 0.113") or (2):2" x 0.113") or 4'•O• 4 (02x4 2 2 2 MODERATE TO SEE PLANS SEE PLANS SEE PLAN SEE PLANS SEE PLANS e'0• 6 f2J 2x4 OR N 2:w 9 9 s 25 P5F 128 MPH SEE F'LAN5 SEE PLANS SEE PLANS $ SEVERE 3 FT. BLOCKING BETWEEN CEILING JOISTS 3-8d common 3-8d common ao• a (Z)2x4ORM2x6 s S s TYP.PRovILERArretTo EXAMINER EXAMINER EXAMINER 4EAYY EXAMINER EXAMINER EXAMINER EXAMINER EXAMINER I OR RAFTERS TO TOP PLATE (2 142" x 0.131")• or TOE NAIL (2 Y2" x 0.131")• or low 10__ W 2x6 4 4 4 06ATTA&IME rYM (-IOd box 3-100 box 12'-W 12 (2)2x6 5 s s c E ALI6NEDORRAP ;5 AND WIND-BORNE DEBRIS PROTECTION FASTENING NOTE: FOUNDATION ANCHORAGE NOTE: LIGHT AND VENTILATION REQUIREMENT5 ((" x 0.128"); or (3" x 0.128"); or ° B KM63TnPU\TES SCHEDULE FOR WOOD STRUCTURAL PANELS PER 2020 RESIDENTIAL GORE OF NEW YORK STATE PER 2020 RE51DENTIAL CODE OF NEW YORK STATE 3-3 x 0.131 nails 3 staples, I crown ILN�OFSDRAO SnMOEA6NENDOPSTRAPPIM55 B.NUFI�OF 51115TUD5 ON TFE MT ftJO�+NOT APPLY TO DOORS) PER 2020 RESIDENTIAL CODE OF NEW YORK STATE TABLE R3012.12 SECTION R403.1.6 SECTION R505 4280 box I" X 8" AND WIDER SHEATHING TO a•, 13/4" Ion c•KHMOPFutN�K- STUDS ATM SIDEOP1KADai (2 y2" x 0.113") or 20 EACH BEARING Wider than I x 8 FACE NAIL D.wre�oF16DNTEACD•�►w1a�T11Ra�I+Anvca+raN6sTUD (-8d common END oP NEADBt AT EACH SIDE F FASTENER FASTENER SPAGING WOOD 51LL PLATE SHALL BE FASTENED TO THE 1. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH 2 GEILING JO15T5 TO TOP PLATE PER JOIST 4280 box E NUMEOL VOLEMOP 4ACK E_ADMnM AT EAGN@mOFFf�Dt3Z5 4 F0OT 6 FOOT FOUNDATION WITH ANCHOR BOLT5. BOLTS SHALL BE A AGGREGATE GLAZING AREA OF NOT LE55 THEN 8 (2 y2" x 0.131") or TOE NAIL 5 y2" x 0.11 on or fA"MOF 1aF►SAD TYPE PANEL 51"M <PANEL SPAN <PANEL SPAN 3-I Od box 3-8d common P.Nl�OP - NAILS EWH SMD TT�au6N AD�AOFxr.►A o subs < 4 FOOT <_ 6 FOOT <_ 6 FOOT MIN. 1/2" IN DIAMETER AND SHALL EXTEND A MIN. OF 7 PERCENT OF THE FLOOR AREA OF SUCH ROOMS. (3" x 0.12b"); or „ TO END oP 51W$1 AT EACH SIDE(DOE`3 NOT APPLY To D00R5) I 444110 SHOM wD""'�As (2 y2 x 0.131"); or �-��•�� #8 WOOD 5CRA BA5ED „ INCHES INTO MA50NRY AND/OR CONCRETE, SPACED A 2. A MINIMUM OPERABLE AREA TO THE OUTDOORS - x 0.1 nails 3-I0d box ANCHOR 16 2-MM I6 10 8 MAX. OF 6 FEET ON CENTER AND LOCATED WITHIN 12 SHALL BE 4 PERCENT OF THE FLOOR AREA BEING 4-I0d box (3" x 0.128"); or EMBWD IERT LENSTN GEILING JOISTS NOT ATTACHED TO AZAPOW DOOR STR"PP/N6 INCHES FROM THE END OF EACH PLATE SECTION. A NUT VENTILATED. PARALLEL RAFTER LAPS OVER ((" x 0.128"); or staples, crown I6 #IO rOM SCREW 5A5ED3-I6d common FACE NAIL a., 1 3/4" long NOTIE: ANCHOR WITH 2-INCH 1611 12" q" AND WASHER SHALL BE TIGHTENED ON EACH BOLT TO 3. BATHROOMS, WATER CLOSET COMPARTMENTS AND 3 PARTITIONS (SEE SECTION R802.5.2 EMBEDMENT LEN&TH THE PLATE AS PER 2020 RESIDENTIAL CODE OF NEW OTHER 51MILAR ROOMS SHALL BE PROVIDED WITH (3 y2" x 0.162") or '�.WWN'PINW&W-CTO BE 4M(601I ESTm °R AND TABLE 8802.5.2) '��++'saulvAlB+T-�«�) AGGREGATE GLAZING AREA IN WINDOWS OF NOT LE55 4-3" x 0.131 nails FLOOR w.LSTWMNSSKL MT&UVMORTO%EAr*) 114-INCH LA6 scrtEw YORK STATE. 4-8d box BASED ANCHOR WITH I6" I6" I6° THAN 3 SQUARE FEET ONE HALF OF WHICH MUST BE GEILING JOISTS ATTACHED TO PARALLEL (2 YY x 0.113")• or AIN 2-INCH EMBEDMENT LENGTH OPENABLE. 4 RAFTER (HEEL JOINT), (5EE SECTION A. THIS TABLE Is BASED oN 160 MPH ULTIMATE DESIGN wIW)SPEEDS,V.,AND A ss-F=MEM WOO HE 6HT. Table R802.5.2 FACE NAIL 3-8d common ®, B. FASTI�S SHALL BE INSTALLED AT OPPOSING ENvs Of THE woos STRUCTURAL PANEL. R802.5.2 AND TABLE 8802.5.2) FASTENERS SHALL BE LOCATED NOT 185 THAN I INCH PWM THE EDGE OF THE PANEL. box. 21 JOIST TO SILL, TOP PLATE OR (2 " x ox ")• or TOE NAIL 5G/tLE ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR AALL COQ MING Yin AN EMBEDMENT UNSTH OF NOT 4-10d box =N.T.S. C LE55 THAN 2 INCIC9 INTO THE BUILDING FRAME.FASTENERS SHALL BE LOCATED NOT LESS TIIAH 2 I/2 IWhIES NOTE: CLOTHES DRYERS EXHAUST REQUIRED NOTE: EMERGENCY ESCAPE AND RE50UE E5RE55 GIRDER �+�EOGEOF THE OONCRETEBLOCK 012GONG5E'E. COLLAR TIER TO RAFTER, FACE ((" x 0.128"); or (3 x 0.128"); or I♦® ONRYFACE NAIL " D. PANELSATTAGTOMASORMASONRYI5NC(.O5S BE ATTACHED USING VIBRATIOV-lE5ISTANT PER 2020 RE51DENTIAL CODE OF NEW YORK STATE OPENINGS REQUIRED PER 2020 RESIDENTIAL CODE 5 3-100 common ANCHORS HAVING AN ULTIMATE MT42RAwAL CAPACITY OF NOT Las THAN 1500 POUO)5. bd x 0.131 Hai l5 NAIL OR I y4" X 20 GA. RIDGE „ ,� EACH ,� • SECTION MI502 OF NEW YORK STATE SECTION 8310 STRAP TO RAFTER (3 x 0.148 ); or RAFTER 8d bommon„ x 0.113 NA„ TOE ` 4-3 x 0.31 nails MINIMUM UNIFORMLY DISTRIBUTED LIVE LOA05 I. DRYER EXHAUST 5Y5TEM5 SHALL BE INDEPENDENT OF I. BASEMENT5, HABITABLE ATTICS AND EVERY 5LEEPING 3-I6d box nails 2 TOE NAILS ON RIM JOIST, BAND JOIST OR (2Y2" x 0.131")• or KIN BLOGG TO SILL OR TOP PER 2020 RESIDENTIAL CODE OF 1JEW YORK STATE TABLE 8301.5 ALL OTHER SYSTEMS. ROOM SHALL HAVE AT LEAST ONE OPERABLE (3 YY x 0.I35")• or ONE SIDE AND 1 22 IOd box 6" TOE 2. DRYER EXHAUST SYSTEM SHALL GONVEY THE EMERGENCY ESCAPE AND RE50UE OPENING ABOVE AND 3-I0d common nails TOE NAIL ON PLATE (ROOF APPLICATIONS (3" x 0.128"); or NAIL USE LIVE LOAD MOISTURE AND TERMINATE TO THE OUT5IDE OF THE BELOW GRADE A MINIMUM NET CLEAR OPENING OF 5.1 6 RAFTER OR ROOF TRUSS TO PLATE (3" x 0.148"); or OPP051TE SIDE 1AL50) 5-51, x 0.131 11nails BUILDING. SOFT. AND A GRADE FLOOR OF 5 SOFT.. 4-I0d box OF EACH 3-8d box UNINHABITABLE ATTICS W/0 STORAGE 10 P5F 3. EXHAUST DUCT TERMINATIONS SHALL BE IN 2. EMERGENCY ESCAPE AND RESCUE OPENING5 SHALL ((" x 0.128"); or RAFTER OR (2 y2" x 0.113")• or ACCORDANCE WITH THE DRYER MANUFACTURER'S HAVE A MAXIMUM SILL HEIGHT OF 44 INCHES ABOVE THE 4-3" x 0.131 nails TRU55 2-8d common UNINHABITABLE ATTICS WITH 5TORA6E 20 P5F INSTALLATION INSTRUCTIONS. FLOOR. 4-I6d 23 1" X 6" SUBFLOOR OR LESS TO (2,V211 x 0.131 ) or HABITABLE ATTICS AND ATTICS W/FIXED STAIR 30 PSF 4. SCREENS SHALL NOT BE INSTALLED AT DUCT 3. A MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 (5,V2" x 0.135")• or EACH J015T 3-10d box FAGS NAIL 3-IOd common (3" x 0.128"); or ROOF SHEATHING TERMINATION. INGHE5. (3" x 0.148"); or TOE NAIL 2 staples, I crown 16 BALCONIES (EXTERIOR) AND DEOK5 40 P5F 5. EXHAUST DUGT5 SHALL NOT BE CONNECTED WITH 4. A MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 4-I0d box go., 13/4" Ion R-25 BATT. 5HEET-METAL 5GREW5 OR FASTENING MEANS WHICH INGHE5. 0"4-3"" x 0.128"); or 3-I6d box IN5ULATION GUARDS AND HANDRAILS 200 PSF ROOF RAFTERS TO RIDGE VALLEY x 0.131 - EXTEND INTO THE DUCT. 5. OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE 7 OR HIP RAFTERS OR ROOF RAFTER " Halls 24 2" SUBFLOOR TO JOIST OR GIRDER „(3 Y2" x 0.135")• or 6. EXHAUST DUCTS SHALL BE EQUIPPED WITH A OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS. 3-I6d box nails 2-I6d common BLIND AND MIN. I AIR GAP TO MINIMUM 2 RIDGE BEAMFACE NAIL v GUARD IN-FILL COMPONENTS 50 P5F BAGKDRAFT DAMPER. 6. A DOOR OPENING HAYING A THRESHOLD BELOW THE (3 y2" x 0.135")• or (3 Y2" X' 0.162") ROOMS OTHER THAN SLEEPING 40 PSF 1• EXHAUST DUCTS, SHALL BE CONSTRUCTED OF MINIMUM ADJACENT GROUND ELEVATION SHALL HAVE A 2-I6d common 3-I6d box 2" PLANKS (PLANK BEAM- AT EACH - 0.0157 INCH-THICK RIGID METAL DUCTS, HAVING BULKHEAD ENCLOSURE WITH WELLS BEING A MINIMUM (3 Y2 x 0.1629; or END NAIL 25 (3 Y2 x 0.135 )• or BEARING, INSULATION BLOCK 5LEEPING ROOMS 30 PSF SMOOTH INTERIOR SURFACES WITH JOINTS RUNNING IN CLEAR AREA OF q SOFT. AND A MINIMUM HORIZONTAL 35100 box FLOOR FLOOR) 2-16d common Halls 3-I6d common „ (3" x 0.128"); or (3 Y2" x 0.162"9 FACE NAIL _ THE DIRECTION OF AIR FLOW. PROJECTION AND WIDTH OF 36 A5 PER SECTION 310.2.3 STAIRS 40 PSF 8. FLEXIBLE TRANSITION DUCTS 3-3" x 0.131 'USED TO CONNECT THE WALL (3 Y2" x 0.162") - DRYER TO THE EXHAUST DUCT 5Y5TEM SHALL BE 4-IOd box MINIMUM ROOF LIVE LOADS IN POUNDS-FORGE PER SQUARE I6d common 24" O.G. (3" SEAL TOP OF DRYWALL TO TOP x 0.128"); or LIMITED TO SINGLE LENGTHS, NOT TO EXCEED 8 FEET IN NOTE: WIND DESIGN PRESSURE FOR EXTERIOR WINDOWS, STUD TO STUD (NOT AT BRACED ((Y2" x 0.162 ) FACE NAIL LENGTH AND SHALL BE LISTED AND LABELED IN GLASS DOORS AND ANCHORING PER 2020 RESIDENTIAL 8 WALL PANELS) (3 box .1 x 0.128"); F O.G. 26 BAND OR RIM JOIST TO JOIST 4-3 x 0.131' nails END NAIL FOOT OF HORIZONTAL PROJECTION ACCORDANCE WITH UL 2158A. CODE OF NEW YORK STATE SECTION RbOq - x o. staples, PLATTE WITH GREAT STUFF or 3 x 0.131 Halls FAGS NAIL gCONTINUOUSLY VENTED .� DRYWALL GASKET. PER 2020 RE51DENTIAL CODE OF NEW YORK STATE TABLE R301.6 q TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN 'i(6" crown CONTINUOUSLY I. EXTERIOR WINDOWS AND DOORS SHALL BE DESIGNED STUD TO STUD AND ABUTTING STUDS AT Ibd box (3 Y2 x O.I35);or I2 O.G. - RAIL EACH LAYER TRIBUTARY LOADED CONSTRUCTION. TO RE515T THE DE516N WIND LOADS SPECIFIED IN q INTER5EGTING WALL CORNERS (AT 3" x 0.131" nails FACE NAIL 20d common AREA IN SQUARE FEET FOR 10. THE MAXIMUM LENGTH OF A CLOTHS DRYER I6d common I6" O.G. (4" x 0.1,512"); or A5 FOLLOW5: 32" TABLE R301.2(2) AND IS TO BE ADJUSTED FOR HEIGHT BRACED WALL PANELS) O.G. AT TOP AND „ >_ANY STRUCTURAL MEMBER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE O Y2 x 0.162 ) FACE NAIL SELECTED 51DIN6 OVER ROOF SLOPE TRANSITION DUCT FROM THE DRYER TO THE WALL OR AND EXP05URE WITH TABLE 8301.2(3). PER 2020 I6d common O.G. G BOTTOM AND EXTERIOR GRADE PLYWOOD. 0 TO 201 TO OVER ROOF TERMINATION. RESIDENTIAL CODE OF NEW YORK STATE SECTION R301 10 BUILT UP HEADER (2" TO 2" HEADER (3 Y2" x 0.162") EDGE FAGE NAIL 5TAGGERED 200 600 600 11. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES WITH Yz" SPACER) I6d box ((Y2" x 0.135"); 2 O.G. G IOd box 2 O.G. T �lRST FLOOR NOT INCLUDE THE TRANSITION DUCT. EDGE FAGE NAIL 0" x 0.128"); or TOP AND BOTTOM FLAT OR RISE LE55 THAN 4"PER FT. 20 16 12 NOTE: WIND- BORNE DEBRIS WOOD PANELS CRITERIA 5-8d box x 0.131" nails 5TA66ERED ON PER 2020 RE5IDENTIAL CODE OF NEW YORK STATE (2 Y2" x 0.11(")• or 2-1 BUILT-UP GIRDERS AND BEAMS, 2 OPP051TE 510B RI5E 4" PER FT. (1:3) TO LE55 Ib 14 12 NOTE: GIRDER SPANS FOR EXTERIOR WALLS SECTION R301.2.1.2 11 CONTINUOUS HEADER TO STUD 4-8d common TOE NAIL INCH LUMBER LAYERS And: THAN 12 " PER FT. (I:1) PER R602.1.1 (2 Y2" x 0.131"); or 2-20d common SEAL BOTTOM OF DRYWALL TO RISE 12" PER FT. (III) AND WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS 4-IOd box 3" x 0.128" (4" x O.IcI2"); or FACE NAIL AT R-Iq UNPAGED GREATER 12 12 12 HEADERS (2) 2x10 (2) 2x12 (3) 2x8 (3) 2x10 (31 2x12 OF '1/16" AND A MAXIMUM SPAN OF 8 FEET SHALL BE I6d common 16" O.G. 3-IOd box ENDS AND AT BATT. INSULATION DRYKALL WITH GREAT STUFF (3 Y2" x 0.162") FACE NAIL EACH 5PLIGE > DRYWALL GASKET. MAXIMUM 5UPPORTING: PERMITTED FOR GLAZED OPENING PROTECTION IN ONE 12 TOP PLATE TO TOP PLATE (3 x 0.128 ); or IOd box ((" x ROOF ONLY 54' 6'-10" 6'-1" -1'-3" 81-6" - AND TWO or 3 x 0.131 Hnalls O - STORY BUILDING5. PANELS SHALL BE ail- ); ,i�2" O.G.AGE NAIL 4-1 3- x 06d box Halls , x ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERSI STORY 4-2 4-I I 4-5 5-3 6 I-2 1: PRECUT AND LABELED WITH ITS LOCATION OF USE, 8-I6d common FACE NAIL ON (3,145" x 0.135 R ")• or SULATION PER 2020 RESIDENTIAL CODE OF NEW YORK STATE TABLE R301.1 WITH ATTACHMENT HARDWARE PROVIDED A5 PER 2020 (3 y2" x 0.162")• or EACH SIDE OF 3-I6d common 2 STORIES 3'-2" 3'-q" 3'-5" 4'-0" 4'-q" DOUBLE TOP PLATE 5PLIGE LEDGER STRIP SUPPORTING JOISTS AT EACH STRUCTURAL MEMBER ALLOWABLE RESIDENTIAL CODE OF NEW YORK STATE TABLE 12-I6d box END JOINT 28 (3 Y2 x 0.162 ) DEFLECTION NOTES: R301.2.12, OR SHALL BE DESIGNED TO RE515T THE (3 y2" x 0.135")• or (MINIMUM 24" OR RAFTERS 4-I0d box JOIST OR L = SPAN LENGTH, H = SPAN HEIGHT 13 12-10d box LAP SPLICE (3" x 0.128"); or RAFTER FACE I. HEADER REQUIRES 2 MIN. SOLID BEARING AT EACH COMPONENTS AND CLADDING LOADS DETERMINED IN RAFTERS HAYING SLOPES GREATER THAN END DOWN TO FLOOR OR BOTTOM PLATE. ACCORDANCE WITH THE PROVISIONS OF THE BUILDING (3" x 0.1289; or LENGTH EACH 4-3 x 0.131 naps NAIL II 3:12 WITH FINISHED CEILING NOT ATTACHED L/180 2. 1/2" XP5 FOAM 5PACER5 ARE USED WITH 2x CODE OF NEW YORK STATE. 12-3 x 0.131 nal s 51DE OF END 2-I0d box (3" x 0.12b");or EACH END TO RAFTERS MEMBERS TO MATCH 2x4 OR 2x(o STUD WIDTH. JOINT) 2,51 BRIDGING TO JOIST 2-8d common (2 �" x 0.131" TOE NAIL INTERIOR WALLS AND PARTITIONS H/180 5PAGING OF FASTENERS BA55ME'NT NOTE: DWELLING-GARAGE FIRE SEPARATION Ibd common 16" O.G. ITEM DESCRIPTION OF NUMBER AND TYPE INTERMEDIATE FLOORS L/360 PER 2020 RE51DENTIAL CODE OF NEW YORK STATE BOTTOM PLATE TO JOIST, RIM (3Y2" x 0.162") FAGE NAIL BUILDING ELEMENTS OF FASTENER EDGES (IN SUPPORTS (IN.) SECTION R302.6 14 JOIST, BAND JOIST OR BLOGKING I6d box 12" O G WOOD 5TRUGTURAL PANELS, 5UBFLOOR, ROOF AND INTERIOR WALL 5HEATHING TO GEILIN65 WITH BRITTLE FINISHES (NOT AT BRACED WALL PANELS) ((Y2" x 0.135")• or FACE NAIL LJ360 FRAMING AND PARTICLEBOARD WALL SHEATHING TO FRAMING (SEE TABLE 8602.3(3) (INCLUDING PLASTER AND STUCCO) 3" x 0.131 nails SEPARATION MATERIAL FOR WUR OOD STRUCTURAL PANEL EXTERIOR WALL 5HEATHIN6 TO WALL FRAMING) GEILING5 WITH FLEXIBLE FINISHES L/240 box 3 EACH O.G. bd common (2" x 0.113") (INCLUDING GYPSUM BOARD) L/240 FROM THE RESIDENCE AND ATTICS NOT LE55 THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT BOTTOM PLATE T JOIST, RIM (5,V2" x 0.135"); or FACE NAILIL - 15 JOIST, BAND JOIST OR BLOCKING 2-I6d box 2 EACH 16" O.G. 30 3/8" -Y2" nail (subfloor, wall) 6 12"f APPLIED TO THE GARAGE 51DE (AT BRACED WALL PANEL) " all (roof) common (2 y2" x 0.131"9 ALL OTHER STRUCTURAL MEMBERS LJ240 (3 Y2 x 0.162 )• or FACE NAIL EXTERIOR WALL5- WIND LOADS WITH FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LE55 THAN 5/8-INCH TYPE X GYPSUM BOARD 4-(" x 0.131" Halls F EACH IL O.G. I - 8d common (2 Y2" x 0.131'9 . - FACE NAIL 31 �2 I 6 12 f PLASTER OR STUCCO FINISH L/360 OR EQUIVALENT 4-8d box nail IOd common EXTERIOR WALLS- WIND LOADS WITH (2 Y2" x O.II(")• or ((" x 0.148") nail; or OTHER BRITTLE FINISHES L/240 5TRUCTURE(5) 5UPPORTIN7 FLOOR/GEILING A55EMBLIE5 NOT LE55 THAN 1/2-INCH GYPSUM BOARD OR 3-I6d box 32 1 ),e," - I y4" 8d common (2 yil x 0.131") 6 12 NOTE: IT 15 THE RESPONSIBILITY OF THE BUILDER/GENERAL USED FOR SEPARATION REQUIRED BY THIS SECTION EQUIVALENT ('(Y2" x 0.135"9• or deformed nail CONTRACTOR TO ENGAGE IN THE SERVIGE5 OF A HERS RATER TO EXTERIOR WALL5- WIND LOADS WITH 4-8d common TOE NAIL PERFORM DOOR FAN TEST FOR AIR SEALING AND MECHANICAL FLEXIBLE FIN15HE5 L/120 GARAGES LOCATED LESS THAN 3 FEET FROM NOT LE55 THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT (2),2" x 0.131")• or OTHER WALL SHEATHING ^g VENTILATION TO MEET THE REQUIREMENTS OF THE RESIDENTIAL CODE APPLIED TO THE INTERIOR 51DE OF EXTERIOR WALL5 4-I0d box I y2" alvanized roofing OF NEW YORK STATE. A DWELLING UNIT ON THE SAME LOT �� � ALL OTHER STRUCTURAL MEMBERS, L/600 THAT ARE WITHIN TH15 AREA (3�� x 0.128,�); or y2 STRUCTURAL nail, Xb�� head diameter, 3 6 16 TOP OR BOTTOM PLATE TO STUD 4-3" x 0.131" nails 33 CELLULOSIC FIBERBOARD or 14" staple 16 ga., or 5-I6d box 5HEATHIN6 I" crown UNDER-STAIR PROTECTION. MECHANICAL VENTILATION. MECHANICAL VENTILATION RATE (3 Y2" x 0.135")• or 1 3/4" NDalvanized roofing PER 2020 RESIDENTIAL CODE OF NEW YORK STATE 8302.7 PER 2020 RE51DENTIAL CODE OF NEW YORK STATE R303.4 PER 2020 RESIDENTIAL GORE OF NEW YORK STATE MI505.4.3 2-I6d common 25, 2' 5TRUCTURAL Hall, b" head diameter, 3 6 (3 Y2" x 0.162")• or END NAIL 34 GELLUL051C FIBERBOARD or I �" staple l6go., or P ENCLOSED SPACE UNDER 5TAIR5 THAT 15 ACCESSED WHERE THE AIR INFILTRATION RATE OF A DWELLING THE WHOLEHOU5E MECHANICAL VENTILATION SYSTEM 3-I0d box SHEATHING crown BY A DOOR OR ACCE55 PANEL SHALL HAVE WALL5, UNIT 15 5 AIR CHANGES PER HOUR OR LESS WHERE SHALL PROVIDE OUTDOOR AIR AT A CONTINUOUS (3" x 0.128"); or 1 ,142" galvanized roofing / / � / 3-3 x 0.131 nails nail; staple galvanized,UNDER-STAIR SURFACE AND ANY SOFFITS PROTECTED TESTED WITH A BLOWER DOOR AT A PRESSURE OF 0.2 RATE IN CUBIC FEET PER MINUTE = (0.01 x TOTAL 35 y2" GYPSUM � p g 7 7 3-100 box �� �� ON THE ENCL05ED SIDE WITH I INCH W.0 (50 PA) IN ACCORDANCE WITH SECTION SQUARE FOOT AREA OF HOUSE) + [1.5 x(NUMBER OF SHEATHING�D I Y2 long; I Y4 screws, /2 -INCH (12.1 MM) GYPSUM BOARD. N1102.4.1.2, THE DWELLING UNIT SHALL BE PROVIDED BEDROOMS + 1)1 TOP PLATES, LAPS AT CORNERS (3 x 0.128 ); or type W or 5 5CALE=N.T.5. l� 2-I6d common FACE NAIL 3 �� WITH WHOLE-HOUSE MECHANICAL VENTILATION IN AND INTERSECTIONS I /4 galvanized roofing ((Y2" x 0.162')• or nail; staple galvanized, ACCORDANCE WITH SECTION M1505.4 3-3' x 0.131 nails 36 5/a" GYPSUM I 5/8N 5 long; I /8 screws, MINIMUM REQUIRED LOCAL EXHAUST RATES FOR ONE- 3-8d box 5HEATHING�0 type W or 5 AND TWO-FAMILY DWELLINGS PER TABLE M1505.4.4 (2 82" x I n or 2-8d common WOOD STRUCTURAL PANELS, GOMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING AREA TO BE 18 1" BRACE TO EACH STUD AND (2 y2" x 0.131")• or FACE NAIL bd deformed VENTILATED VENTILATION RATES PLATE 2-10d box (2" x 0.120") nail; or 100 GFM INTERMITTENT OR 25 (3" x 0.128"); or 31 3/4" and less 8d common 6 12 r v KITCHENS 2 staples at I / (2,v2" SEAL: \C_1 REVISIONS/31MI SIM DRAWING TITLE: x 0.131 ) Hall G� �., ", CFM CONTINUOUS 3-8d box 8d common @� �y'pND W. 0' DATE DESCRPTK)R BATHROOMS 4 MECHANICAL EXHAUST CAPACITY WY x 0.113")• or (8 T - (2 y2" x 0.131") nail; or _N� Q �� 'spy %1 8/o4/2o roRz15AAGPLICATIO/I CODE COMPLIMCE TOILET ROOMS OF 50 GFM INTERMITTENT OR 20 2-8d common 8d deformed 6 12 ;, � m0 1o/nao roR�Iv CFM CONTINUOUS Iq I" X 6" SHEATHING TO EACH (2 YY x 0.131")• or FACE NAIL /� 1 (2 Y" x 0.120") nail co ls'', ,, ,g -� /YOTU A/0 DETAIL/' BEARING 2-10d box IOd common `,A (3 x 0.1269; or (311 x 0.148 ) nail; or 4- sap es, crown 3q I Y8" - I y4" a orme 6 12 �e ! ,.. CAD RILE NAME a., 13/4 Ion 2 y" x 0.120") nail - 2072 Lehnert Al.dw PROJECT TITLE: DATE NSA PROJECT +: NEMSCHICK �ILVERMAN ARCHITECTS LEI�/YERT R�./'IDENCE 10i15i20 20-2072 ". ..the business of ARCHITECTURE." ...... _.. .... ..._ __... ... ____........_...... 40 WICK,J' ROAD • _..........._.... ............._........ .........__.................._. ......... .............. ALE DRAWING NO.: ................... .._. .._......_.. . ... ... NEW,/•UFFOLK, /YY 11956 ................_................._ A HOWN STREET, SUITE 200 .................................................._........... ........................... ..... ........................................ .......... ff 160 MAIN DISTRICT: SECTM BLOCK LOT: DRAWN BY: SAYVILLE, NEW YORK 11782 A-00 Phone : 631 563 2130 Fax : 631 563 2139 www.ns-arch.com 0 COPYRIGHT 2020 NEMSC4CK SILVERMAN ARCHTECTS P.C. 1000 110 08 19 R U5E EVERY OTHER NAIL HOLE U5E EVERY OTHER NAIL HOLE IN A ROW TO PROVIDE THE6TH IN A ROW TO PROVIDE TH GORE-REQUIRED MINIMU GO6EVEN 5/IHP'r.�ON 57ROMG-TIE G5 5/h1PSON LSTA 36 CODE-REQU I RED MINIMU Is° u� CENTER-TO-GENTS 1:NSTH COILED STRAP o l6'O.G. o EACH RAFTEe R196E VENT CENTER-'TO-DENTE STUD FA 5PAGIN6 FOR NAIL R/GGE 5PAGIN6 FOR NAIL III '?F RAFTER / - 6d NAILS ROL :,I CLEAR SPAN n l l 11 y Ili ` 0520 5TRA ✓ o° l ` -1 L o 1 Oc Z END _ " LENGTH n PROVIDE MINIMU Nf1 END D15TANCEe &d NAILS 0 0. . WRAP PLA EQUAL NUMBER OF l RlA5�'DETAIL (51MP50N 5TRON6-TIE 05) 5PECIFIED NAIL I. IN5TALL 5TRAPPIN6 A5 REQ'D PER IN EACH END 1YCIOR.b/5T BRIAS/N6 THE WFGM 2001 TABLE 2.2A AND 3.36. 5/M oN Sneonr6-ne c5 coam SneaP to�av Panr�Lc�e r�eaMM MTA/L R"Te N o�rarr�ae ne 1, organ To•*�OA 1.WNL M M M2 •e�H Rwm amm�I1a0 WTE Te2v fN�rLL 57"1@ARPING VETAI5 �Pr �e TiE VETAILS 2 FM T TANZFM 4CM2001TA&I �T� o� At Ti!YfY.M 2001 T�9.�DA TM2ll�A A!D TAM aT. MIN. 6" HOLD DOM MIN. 6" 1, � ® ANCHOR BOLT PLAC�T 56 E:CONTRACT ~` 12RAWIN65 PRowntDa CE e ® : : : . . . : . ._ .-pDOW o EACH TIE BOLTS 5ffi 5 ND2A :p x . FRAMIN5 =OTM o o ® o . r-aWA77ON o II 9 d :v: : d: : : :v: : : d 51h1P50N D ROD � c�wT v v SILL PLATE 5fE PLAN 5TUD HkL 5g PLAN - FOR SIZE, TMIGAL. FOR 511E t 5PAG/N6 (41MIOLSNAILS I Q Clow.Rv WALL. d 7YP/GAL. r v EACH PLATO "' S/8'd ANGIVR BOLT r � 8 0 4'O.G.(IM STORY ) ' 6'O.G.(01�5TORYf5F,1 ..d :•••�� e pp 0 5/M1°1a w 5 �4 5/M1 D50N 5TRON6-Tl�HTT12 PLAN s �f01�1107�4770N GORII�'9Q MAN s I g*y AT1""ZZ ZZE-OW DPTA/L S/Ml1°'sm SM406-72v AA444 I'AVM6 5/M/L.IERI HOL17 t�C�l�1�N t7�T�4 JL5 SiMr�.avN sneoN6-ne ccs RAILING y;l 4X4 AWD S5IMP N hL3 P050 P05T 112'0 7HRU BOLT5 51MF50H NJ/0 C-L o l6O.G. 5/ (5/MID1aO1V 5TRON6-TIE DRIB) DBLE.,0/sT H2 NWRICAAE H2 W?RIGAIE (S1MP IN 5TRON6-nL�Pl:) o P05T(ONE — CLIP 0/6 Po 6 AG4 DE EA.SIDE) IB 5/hlPr�ON GOIdEGTa? "MINIM / m ANCHOR I PB44 51 _ DECK 130ARD5 = U2/o a 44'o c OM STORY HaM) Posy BASE (3)13/4'x 11-7/8'MICROS HER o 16' 0 6'0.C.(OAS STORY hl%5F1 (SIMP5M 57YWW-n2ff AM44) J015T GOMWnON DETAIL R224214L'L'IU.1f0/ST GOM1dIZZION OTA/L RAMIR/TOP PLA7V COAOI W77ON ALTA/L (5/MP50N 51RON6-72ff DWI) PLCIDR CDIA@.L'nON DL'TA/L RA"TLR/IOP PLATE coffillcn0M DETAIL VECK CONNECTION r7,67AILs RE11F.GONG.SLAB lKlm"1 s/LL 5fiANl;'A l;' 57 AFF l N6/Co,0 NNCo,71 ON P 7A I L 5 WINDOW SILL 50ALE = NT5 FLA5HIN5 Q .0, E 000"0' o= 51WWNL5T436 o` • e D CAULK HARE PRIOR TO °° °o° " ` • °. 55 16'OCG. INSTALLIN5 J GHANAEL 1-111 01 1 1 -III— 11-111-11 III-111-11AFARFE9 _I I I—III I _III I I I—I I I— —III—III- LMVILE2x6 SILL PLATE UnLITY TR/M —III—I I I -I11II—II III— I III—III- •I I N—El I IE=E I I -III— I—III —III= —III—I I I -III—I I i III—I I I—' (4)IGH NAILS (2 NAILS 2-#4 CONT. EACH FLA TF) 5/B•o ANCHOR BOLT 5/DIMS W/TN SNAP-LOCK y F MGH PMEV W INTO BEAR/M6 50/L 0 4'O.G.(TWO STORY H26V UTILITY TR/M 0 6'O.G.(ONE 57ORY hOt6t) 6 MIL MOI ME BARRIER REF. FDN. PLAN DRAINAGE PLANE OVER 5I64THIW7 MTA/L Cr INTMON THIOMM. 8 PUMA 770V NIA j ft4 1 W MW/h6 MMA/L 5/D/N6 CLOSURE'AT WI117710W 5/LL SEAL• �BED �c DREVISIONS DRAVWNG TITLE W. ATE: DIESCIRPTOR 8/w2o roRZEA APPUCATIo/1 TYPICAL DETAIL/' 1�11 to/27/2o roR 61D O� cu85 eP � CAD RLE NAIVE: 2072 Lehnert Al.dw PROJECT TME' DATE: NSA PROJECT . NEMSCHICK SILVERMAN ARCHITECTS LEI�NERT RFTfIDF_/`ICE 10/15/20 20-2072 ".. .the business of ARCHITECTURE." ............._............._........ .._._...-. _................. _ .................... ..................._.................._................ ..._........_.. 40 WICK/ ROAD ... _._.. SCALE DRAWNG NO. NEW,/'urrOLK, NY 11956 ..... .............................. ..... ...................................... .......... ...... ............................... ........................... ........._........................................... .............I................ ......... ............................................. ........... ....................................... .. ._................................... ................................. .................... ...... .......... ....-.............................._. A./�./�MOWN 160 MAIN STREET, SUITE 200 .................................................... SAYVILLE, NEW YORK 11782 DISTRICT: SECTM BLOCK LOT: DRAWN BY: A-0 ,02 hone : 631 563 2130 Fax : 631 563 2139 www.ns-arch.com COPYRIGHT 2020 NEMSCHCK SILVERMAN ARCHTECTS P.C. 1000 110 08 19 RWL 30 I I COVERED PORCH ENTRY FOYER -ROOF BELOW CRAWL SPACE II II X HOME OFFICE LIVING ROOM W m - EXISTING 2x8 F.J. G) EXISTING 20 F.J. co (i / @ I G"O.C. @ I G"O.C. o O REMOVE CLOSETS rn z O J c\j EXISTING CELLAR HWLi 2° 5TAI RS REMOVE DOOR. DOWN PROVIDE FRAMED / OPENING. I BOILER � o � d PIN EXISTING FOUND. TO NEW W/ 1 KITCHEN " o #5 REBAR @ 16 O.C. VERT. I �o CORRIDOR 1 2'-0" -� z _ / EXI TIN BEDROOM GROUT SOLID W/IEPDXY GROUT (TYP. 4 LOCATIONS) EXISTING 20 F.J._ EXISTING 20 F.J. 6_p 6-0 EXISTING LANDING TO 12'-0" @ 16"O.C.0" @ I G"O.C. O BE RECONFIGURED FOR NEW ENTRANCE - HEIGHT TO BE VIF O 0 -EXISTING SAWCUT OPENING C❑ ROOF BELOW rnv IN CONCRETE 0 - '-p" 4" •:+ FOUNDATION WALL m q 8 2 MASTER NJ +' TYP. 2x8 F.J. = BEDROOM � \-235LB ARCHITECTURAL @ I G"O.C. BATH RE-USE EXISTING o w BATHROOM - PROVIDE GONTIN US ASPHALT ROOF LU z / X z WINDOW N RIDGE VENT 5H/NGLES A5 `-EXISTING 3/3 N Q w 5ELE6 TED ROOF BELOW UNFINISHEDI O � 4"X 4" U U EXIST. BATHROOM cr) BASEMENT m U- N POST DN o z WINDOW TO BE 4"POURED CONC.SLAB ON GRADE w CD U I 4 X I I a VERSA LAM REMOVED I "X lI " VER5A-LAM z u EX15TINGING T` x STRUCTURAL RIDGE FILLED IN ] 5TR TLIRAL RIDGE W/GXG#10 W.W.M.OVER G MIL. p SANITARY CLEAN OUT �LU (n0 4 N VAPOR BARRIER ON 4"WELL -jTO BE REMOVED �_ _ POST COMPACTED SAND GRAVEL BED N EO Q m z x0 UU N ~ I I'-4.. „ 9'-2 _ IY O O O 233LB ARCH/TE TUAl v o A5PHAL T ROO 2x8 F.J. 2x8 F.J. I _' 2° o �o = d O s SHINGLES A5 I , I - - + @ I G"O.C. / @ I G"O.C. x o •D q N �, = SELECTED I Y'• I 1 o .4 BATHROOM`� N MASTER � � v -8"POURED CONC. FOUNDATION WALL v BATHROOM Qe G'-5" 9/l2. PITCH W/(I)#4 BAR WITHIN 12"OF TOP OF N � NEW SANITARY I �•. I 2° 26 k 9/l2. P/TGH DOWN I •y•• I WALL t(I)#4 BAR @M1D-HEIGHT OF CLEAN OUT TO ., i WALL ON 8"X I G"POURED CONC. m BE INSTALLED :y; I (2) 2"X8" N ® <t q DOWN '•'� __ FOOTING W/2X4 KEYWAY 712'-L Al NEW SANITARY WASTE LINE TOATTACH TO EXISTING 2'-I I" 2'-I" 7' 10 1,12" 3'-9" I 3'-3 I/2" 7'-I" I I'-7 I/2" SYSTEM 3'-3 1/2" -I" I 1'-7 112" 2 2'-0" 22'-0" > 3 -3 -3 SCALE: 1/4" _ /'-O" Ro� �j05 0UNVA TION �L OOR )P�AI FR01=05EL� 15 M-OCI D; 2 ALE: 1/4" _ l'_O" SCALE. l/4" _ l'-O" NO SYMBOL L,6G,6N17 WINDOW / EXTERIOR DOOR SCHEDULE AIRIL- 16HT CAL6,tPLATION5 WINDOW NO. OF DE5CRIPTION ROUGH OPENING MANUFACTUFER COLOR GRILL PATTERN HARDWARE OVERALL WINDOW AREA U VALUE 5HGC NOTES I AWE FROM ALL HOM5ONMIS PLAN COMM-ACTOR IS )E5IGNATION WINDOWS RE51F5/BIEFOR n,lW05HIPFV AADAPPLZARTONOF S 2 WIDE / DISTR SSED ALL IPFORrfAnONCCNTAINEvlN6Ef�¢AL Fb7E5. STDE7EOTOR A 2 WDH245 I 0 2'-G 8"x G' 0�" ANDERSEN WHITE HIGH 6RONZE 14.99 50. FT. 25 0.42 ROOM ROOM 5Q. FT. 1/ENTILATION REQ. (4.�) VENT. PROVIDED LIGHT REQ. (8.�� LIGNT PROVIDED 2 COMMAOTOR TOPR7WIDES'.FF/O/ENrST/W7MiAL GARBA4hK bX/DEDEIEGTa� 2 WIDE / p15TR 55ED 5WFMT$CONEC avt�[C77O57hva&/CVrnf C❑ B I WDH24210 2'-68"x3'-O 8" ANDERSEN WHITE HIGH 15RDN7E 7.5850. FT. 25 0.42 MASTER BEDROOM l77 7.07 22.7 /4.14 46.5 PRoEcT C 2 WDH2,542 2'-101"x 4'-4 Z" ANDERSEN WHITE 2 WIDE / DI5TR 55ED 3. cavneacrazroca7rzDlwvnaerr�aTN EAL17r,FTRADES 8 8 HIGI1 BONZE 12.43 S0. FT. .25 0.42 2 WIDE / 13RDNZsseD MA57ER BATHROOM 55 2.2 258 4.4 4.46 4. All DIPE7&O5ON7}ESEDRAWINSSAREFINISFED D 2 WPW 1042 I'-0 2"x 4'-4 8" ANDERSEN WHITE HIGH BRONZE 4.41 50. FT. 2G 0.41 Dff®&066. NOTA 5. iKJI�ALLAFASGiARiWDEx7ERlORDI43VONSON 517E. E 2 EXIST. WINDOW VERIFY IN FIELD 2 WIDE /ANDERSEN WHITE HIGH BRONZE13RON7E 4.0 50. FT. 25 0.42 6. CONTRACTOR TO N07TFY ARCHITECT CF ANY DISOREPA/L/Ei PROVM AWWR BGL75 AS PER 2020 REWDEN1MAL OR tWIFTAME5 OPI TllSE DRAW N55 IW VIATH.Y. LORE of MW YORK 5TATE SECTION R403Jb.AS 7. ASIDE FROH MAT Wl5 BEEN/AVICA7ED CM 7FEDRAWN55 N07EP AV 5R27 A-0.1 CONTRACTOR TO PROVIDE ANY A17Dl77ON&56s7KE ANDIOR 6AR90N rs XIDE LETE57OR5 ACCOMINO To CODE SEAL '`: T - REVISIONS/SUBIASSIONSL D2AWIMG TITLE DATE DESCRPTK)k 8/04/20 foRz6AAvvucnnon PROPO/ED f-LOOR PLANE 10/27/20 fOR 611) 12/11/20 OWnLR COMM"T/' �' �• ��.°W``::� CAD FILE NANE: 2072_Lehnert_Al.dw PROJECT TITLE: DATE NSA PROJECT +: NEMSCHICK SILVERMAN ARCHITECTS LfN/yERTRUIPENCE 10/15/20 20-2072 the business of ARCHITECTURE." .._.. ...... . ........ .............. ...._....................__._.......................... ......... ALE DRAWNG NO- /ir-wyurrOLK, IIX 1 956 _..... ............. . --_....__...._... _ _. _... . . _ ... _..._.. I� WN 160 MAIN STREET, SUITE: 200 DISTRICT: SECTIC)ft BLOCK LOT: DRAWN BY: A- SAYVILLE, 1 NEW YORK 11782 Phone : 631 563 2130 Fax : 631 563 2139 www.ns-arch.com COPYRIGHT 2020 NEMSCHICK SILVERMAN ARCHITECTS P.C. 10 O0 110 08 19 1RWL ARCHITECTURAL ROOF 5H/NGLE5 A5 5ELEC7E9 Br ONNER(rrPJ RIDGE HEIGHT RIDGE HEIGHT 12 I"PAINTED HOOD FA5ClA G l"PAINTED HOOD FA561A Ll BOARD A5 5ELECTF-D BY BOARD A5 5ELEG7ED BY OWNER(TYP) 124 OWNER(TrP) PLA TE HEIGHTPLATE HEIGHT +9'-5" +9'-5" FIN. SECOND FLOOR Milli El E I PROVIDE ALUMINUM qp +y'/O" 1111 111111 Illill fill 11 fill 11 PROVIDE ALUMINUM ITI GUTTERS AND GUT7ER5 AND LEADER5(MP) LEADERS(IrPJ mmfill 111111 111111 111111 Illill 111 11 111111 111111 111111 111111 11111111111 L1111 11 IT LI'm 1111 11111111 fill 11 fill m m m 5D/NG A5 5ELEGFD 1 5/DING As 5ELEG7ED 4 Jill L BY OWNER(rrP) BY OWNER(IrPJ I"PAINTED HOOD TRIM AS l"PAINTED HOOD TRIM A5 SELECTED BY ONNER(T)"PJ 5ELEGTE9 BY OHNER(TM) FIN. FIRST FLOORv- if iiiiiiii FIN. FIRST FLOOR IITII 111111 HILIT [I 111 11111111111111 '4V +/'-5" +/'-5" — /ik FIN. FIR5T FLOOR FIN.F/R5T FLOOR 11V 01-0" O +O'-0" O ALIGN ALIGN =Rol y /-A SCALE: 4 = l-O " r SCALE: l/4" = /'-O" ARCHITECTURAL ROOF ARI,Hl7FG77/RAL ROOF 5H/NGLE5 A5 5ELE6TED 5HINSLE5 A5 5ELECTED BY OWNER(TrP) BY OWNER(TYP) RJDGE HEIGHT RDGE HEIGHT +/4-/ l"PAINTED HOOD FA5CIA l"PAINTED HOOD FA50A T1 11ITTI IIITIl III BOARD A5 5ELEG7ID BY 12 BOARD A5 5ELECTED Br OWNER(TY OHNER(TYP) 9 p PJ TE HEIGHT +PLAN HEIGHT +7-5 " I 111 1111 if if FIN. SECOND FLOOR PROVIDE ALUMINUM ]I fill 11 1111 if PROVIDE ALUM/NUM GUTTERS AND til I III 1111TWwwl 60T7ER5 AND LEADERS(TYP LEADERS(TrPJ = Q I HLj 11 Hill 11 IIITII 111111 1111 11 il 5/DING AS SELECTED if 11 111111 fill 11 Hill 11 lill 11 111TI �o - 5/DING AS SELECTED cp Br OWNER(7rP) Br OWNER(TYP) Hill 111111 111111 lilill 11 I"FAMED WOOD TRIM A5 /"PAINTED HOOD TRIM A5 HILL!tHLII-LHI (I I 111 1111,11'y 11 11 y[I �j IPYI 1111 11 15ELEGTED Br OWNER(TrP) SELECTED BY OWNER(TrPJ 1111111141411 H 11 till HII IN. F/R5T FLOOR 11111�7FIN. FIRST FLOOR Mill 111111 111111 111111 111111 111 +i-5 " 111111. 1 IT LILLUL FIN. FIR5T FLOOR FIN. FIRST FLOOR 4 +O-O ALIGN ALIGN /A 11;1E )�FL j�\/A y ION 1 „ _ , „ 5GALE.• 1/4” _ /-O" _ SCALE.• ,%4 - I-O SEAL: -`�pED � REVISIONS/31USSIONS DRAWING TnE. DATA DESCFFTKOPt 8/04/20 rORZ6AAPPLICATION PROPO.J'ED ELEVATIO/Ij ti 10/27/20 rOR 6117 CAD R.E NAMEOF NEN.� 2072 Lehnert Al.dw PROJECT TITLE: DATE NSA PROJECT + NEMSCHICK SILVERMAN ARCHITECTS LEHNERTRUDENCE 10/15/20 20-2072 "...the business of ARCHITECTURE." _......._._........_...................................._......................_.. ._. _ _.. NEW/UFFOLK, NY 11956 SCALE DRAW NG NO. _ .__............... A-f-[HOW/N 160 MAIN STREET, SUITE 200 DISTRICT: SECTION: BLOCK LOT. DRAWN BY: -2 SAYVILLE, NEW YORK 11782 Phone : 631 563 2130 Fax : 631 5632139 www.ns-arch.com a COPYRIGHT 2020 NEMSCHCK SILVERMAN ARCHITECTS P.C. 1000 110 08 19 RWL i 4" THRU ROOF ROOF I l "X lI "VER5A-LAM 5TRUGTURAL RIDGE W/ DONT. RIDGE VENT I TYPICAL ROOF GONSTR!/GT/ON I 235LD A5PHAL T ROOF 5H/NGLE5 OVER#15 ROOF FELT ON I/2" 2"x lo"RooF RAFTERS ® I6"o.G. 2ND FLOOR 12 W/R-25 UNFAGED BATT. INSULATION d4 ! N 2X(2 COLLAR TIE5® l6"O.G. ' ,) , PLATE HE/CHT FIN. 5E60N9 FLOOR = O» +V400 _ M,45TER _ o.H. B�4TH !VEIN MA5TER BATHROOM 10 TYPICAL FLOOR CONSTRUCTION 2m V FLOOR FIN/5H AS 5ELE67ED BY OWNER pOOM TYPICAL EXTER/OR WALL - 2" V OVER�" T If 6 PLYWOOD 5UBFLOOR ° 2"X 6"WOOD STUD® l6"O.G. W/7N 5/NGLE SCREWED IfGLUED TO 2X8 FLOOR _ � 3/4"PLYhbOD SUBFLOOR - ��OF lam"6711B. BOARD AND R-l9 UNFAGED BATT. INSULATION ON INTERIOR 5/DE JOISTS® I6"O.G. (TYP)11l/R-25 = GLUED AND NAILED TO = AND "PLYWOOD SHEATH/NG WITH FELT I I UNFACED BATT. INSULATION _ FLOOR J0/5T5. WOOD = UNDERLAYMENT ON EXTERIOR 5/DE. SEE = FLOORING A5 5ELEGTE9 - TYPICAL AIR 5EALING DETAIL ON 5HEET A-0.l. #4 BAR WITH/N 12" = FIN. FIRST FLOOR I l 1/2 V 1 / 1/2 V 1/1/2 V l 1/2 V I l 1/2 V FIRST FLALL 11/2 V OF TOP OF W FINFLOORs , r;�� r;Y � ..Y..� ,' 'v'. 'v'v' ;' `,', ^,';. ".�:,` ',,''.^,, �'�'�^, y';';,,v ,`;nf`.;, +l-5 PROVIDE TERMITE SHIELD I AND 51LL 5EALER AT TOP Imp +0,-0,, OF FOUNDATION WALL (TYP) MID-HEIGHT GRADEBAR HA� �FING(TYPJ I LAV I LAV UNFINISHED ELEV.: -2'-8" — — — TYPICAL FOUNDATION WALL 5ASEMENT 5HWe 157 FLOOR — 0"POURED GONG. FOUNDATION WALL ON — L 8XI6 " G0NT. POURED GONG. FOOTING l-l/2" " 4„ REINFORCED W/(2)#5 REBAR CONT. 4"POURED GONG. 5LAB ON GRADE W4" l-l/2" I-l/2l-l/2" PLACED ON UND/5TURBE9 50/L 6X6 #10 AX..M. OVER 6 MIL. VAPOR C.O. — — — BARB/ER ON 4"WELL GOMPAGTII7 .¢" 4" ,¢" 5AND II! GRAVEL BED TO APPROVED 5ANITARY H HOUSE TRAP D15P05AL SYSTEM 2"X 4"KEYWAY BASEMENT I / A _3 1 - 5GALE: 1/4" _ l'-O" 2 I INTERIOR ELEVA T/OA/ 2 IN75)qloc? 5L_5\t1A T10)v 3 INTERIOR EL51A 7/0A/ . A3 5GALE 1/4" = l'-0" 7777ALE.- 1/4" = P-O" A3 5GALE 114'= l'-O" sEAL �R 1� AFS' REVISIONS/30ASSIM DRAWING TITLE: �0� ONp . Nth/O�'� DATE DESCRPTK)R t 0 4 � Spy cr 8/o4/2o POR Z5A APPUCAT10A PR0P0J ED f ECTIO/l, RVER DIAGRAM, Q 2 {i ��,A 10/272o AOR iw A/V INTERIOR ELEVATIO/Y,J' � No.0?_Q O pF vN _k CAD RLE NAME - N 2072 Lehnert Al.dw PROJECT TITLE: DATE NSA PROJECT + NEMSCHICK :;ILVERMAN ARCHITECTS LEH/lERTRVIDENCE 10/15/20 20-2072 "...the business of ARCHITECTURE." ................................................................. _................................_.. .........._.......... ............................ ................._...... ........................_......._....... . ... .......... .. ......... ..................................... ............ ................_. ......... .........................................._......._................... ......................_............. ............... _..._........ .................... ......................_..._................. 0 WICK/' ROAD _....._....._._..._ _ ALE WING NO. NEw-furFOLK, 1W 11956 160 MAIN STREET, SUITE 200 ............................ ..... .......................... .......... /./ SAYVILLE, NEW YORK 11782 DISTRICT: SECTION BLOCK LOT: DRAWN BY: A-5 Phone : 631 563 2130 Fax : 631 563 2139 www.ns-arch.com COPYRIGHT 2020 NEMSCHICK SILVERMAN ARCHITECTS P.C. 1000 110 08 19 RWL