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HomeMy WebLinkAbout45854-Z r..-,-- aO�OFF01't'ooGy� Town of Southold 7/26/2022 0 P.O.Box 1179 .� 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43289 Date: 7/26/2022 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 225 Marion Ln.,East Marion SCTM#: 473889 Sec/Block/Lot: 31.-8-12.11 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/24/2005 pursuant to which Building Permit No. 45854 dated 2/26/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including"as built"recreation room in basement,to an existing three bedroom single family dwelling as applied for per ZBA#5651, dated 1/20/2005. The certificate is issued to Mulvaney,Diane of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45854 6/30/2022 PLUMBERS CERTIFICATION DATED 3/17/2021 Tho s J. Hewitt,;r. uori Signature ao�S��Fa 1 TOWN OF SOUTHOLD ay BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45854 Date: 2/26/2021 Permission is hereby granted to: Mulvaney, Diane 225 Marion Ln East Marion, NY 11939 To: ALTERATION & SECOND STORY ADDITION TO AN EXISTING SINGLE FAMILY DWELLING (THREE BEDROOM ) AS APPLIED FOR PER ZBA# 5651. Replaces BP#30919. At premises located at: 225 Marion Ln., East Marion SCTM # 473889 Sec/Block/Lot# 31.-8-12.11 Pursuant to application dated 2/26/2021 and approved by the Building Inspector. To expire on 8/28/2022. Fees: PERMIT RENEWAL $200.35 Total: $200.35 Buil nspector FORM NO. 3 TOWN OF SOUTHOLD n / BUILDING DEPARTMENT l Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 30919 Z Date JANUARY 27 , 2005 ✓; Permission is hereby granted to: SCOTT & DIANE MULVANEY 2802 SGS/ Yl� p�a for ALTERATION & SECOND STORY ADDITION TO AN EXISTING SINGLE FAMILY DWELLING (THREE BEDROOM) AS APPLIED FOR PER ZBA DECISION #5651 at premises located at 225 MARION LA EAST MARION County Tax Map No. 473889 Section 031 Block 0008 Lot No. 012 .'004 pursuant to application dated JANUARY 24 , 2005 and approved by the Building Inspector to expire on JULY 27, 2006 . Fee $ 350 . 70 Authorized Signature COPY Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 30919 Z Date JANUARY 27, 2005 Permission is hereby granted to : SCOTT & DIANE MULVANEY 280 BENNETT RD EXT GREENPORT,NY 11944 for ALTERATION & SECOND STORY ADDITION TO AN EXISTING SINGLE FAMILY DWELLING (THREE BEDROOM) AS APPLIED FOR PER ZBA DECISION #5651 at premises located at 225 MARION LA EAST MARION County Tax Map No. 473889 Section 031 Block 0008 Lot No. O1 04 pursuant to application dated JANUARY 24 , 2005 and approved by the 041 Building Inspector to expire on JULY 27, 2006 . Fee $ 350 . 70 Authorized Signature ORIGINAL Rev. 5/8/02 pf SO!/r�ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G sean.devlin(c-town.southold.ny.us Southold,NY 11971-0959oU �A BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Diane Mulvaney Address: 225 Marion Ln city:East Marion st: NY zip: 11939 Building Permit#: 45854 section: . 31 Block: 8 Lot: 12.11 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: AS BUILT License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1 st Floor Pool New Renovation 2nd Floor X Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 37 Ceiling Fixtures $ Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 5 Smoke Detectors 5 Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures 9 CO2 Detectors Sub Panel 60A A/C Blower 2 Range Recpt Ceiling Fan 3 Combo Smoke/CO 3 Transformer UC Lights Dryer Recpt 30A 2x2 LED $ Time Clocks Disconnect Switches 24 4'LED 2 Exit Fixtures Pump Other Equipment: W/D, Added 60A Sub to Fit Extra Circuits Notes: " AS BUILT NO VISUAL DEFECTS " Second Floor and Basement Inspector Signature: Date: June 30, 2022 p 9 S.Devlin-Cert Electrical Compliance Form Town Hall Annex J Telephone(631)765-1802 54375 Main Road `"'' Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: JZ Building Permit No._ SYS Owner: (Pleaseprint)Plumber: (Please print) I certify that the solder used in the water supply system contains Iess than 2/10 of 1% lead. (PIbers Signature) Sworn to before me this day of c�c�� , 20 a,\ ALICIA WALKER Notary Public,State of Now Yorti No.01VVA6153064 Qualified in Suffolk County Commission Expires Sept.25, aoi,2. Notary Public,, 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. UNDATION 2ND [ ] INSULATION � [ FRAMING [ ] FINAL a S��[ ] FIREPLACE 8 CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: f 7 � DATE 4 INSPECTOR 3,� 765-1802 BUILDING DEPT. INSPECTION �rot'), ] FOUNDATION 1ST [ ] ROUGH PLBG. UNDATION 2ND [ ] INSULATION �°9t ] FRAMING [ ] FINAL 7 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: cf' DATE INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ,-I ROUGH PLBG. [ FOU-NDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION 7 REMARKS: oo, %7 DATE `-� a �S INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] R PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE10-131, -INSPECTOR- t% O� O� � O TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FMA'IN G / STRAPPING [ ] FINAL [ FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: L !J . DATE INSPECTOR cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST ROUGH G. [ ] FOUNDATION 2ND ] I LATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARK 4e, Lf DATE -?],�> —INSPECTOR-ZL � o # TOWN OF SOUTHOLD BUILDING DEPT. �yCnurm 765-1802 . ,., -,--INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ SULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL RP,'. -F, y,,11C,r [ ] FIREPLACE &-CHIMNEY-- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ( ' cOC4d� G yah VIII ot 9 V DATE 3 "10 INSPECTOR Ire, �s v_-✓ � Z�� ��a"'1/ Y O"�' Iro # # TOWN OF SOUTHOLD BUILDING DEPT. p`ycourm��' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] 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 r REMARKS: 1 1r1 In DATE_ 27i INSPECTOR ,_� 'i -- - -- -- - n A�/� OF SO//T �I S Pi S---( 2 L� /V/ �/1�1��/f 4—A TOWN OF SOUTHOLD BUILDING DEPT. COOurm,��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: hell, QI)Zllpl 1� DATE Z-- INSPECTOR '-4q4 �aOE SOUI*1 # # TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUG PLBG. [ ] FOUNDATION 2ND [. ] I LATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: L Cw� '-s A) c DATE INSPECTOR 30CL I I � PROFESSIONAL ENGINEER w M T x .1725 HOBART ROAD/PO Box 616, SOUTHOLD, NEW YORK 11971 7 1 2005 I j'J 631-765.2954 • FAX 631614-3516 • e-mail: joseph@fischetfi.com BLDG. DEPT. ' njyr`l F S!?D i MOLD � _ Date: June 3, 2005 Reference: Mulvaney House Building Department Town of Southold Main Road, Southold,NY 11971 Dear Sir, The girder in the garage for the above referenced project has been replaced with a 5 %"x 16" Parallam. This substitute is adequate to support the anticipated loads and meets the NY Building Code requirements. f Q. F�SCyF��i,Q� c r W n m 0. 05 A�FES S%O Joseph Fischetti,P.E. NffiWORRdoc FIELD INSPECTION REPORT DATE COMMENTS b FOUNDATION(1ST) Lny ------------------------------------- C FOUNDATION(2ND) I z Su ROUGH FRAMING& PLUMBING Z r INSULATION PER N.Y. STATE ENERGY CODE �- _ - -� FINAL c, Th FA AD15ITIONAL COMMENTS o hS -- m -2 8 'FA i Litz?, S - s ak 1D cp �- cLro b x d r� b H t TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING WWARTMENT Do you have or need the following,before applying? TOWN H$.LL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www.northfork.net/Southold/ PERMIT NO. 0 l J Check Septic Form N.Y.S.D.E.C. Trustees Examined_ /i$ ,20�,r_ Contact: Approved i�3 7 ,2(Y>�� M�ai/l to: �� -(Lt I(f" Disapproved a/cD U11`l J�• �u�-�l�lS�� -� Phone: • d2Y3 Expiration .;�.__7� ,2.0 4 �g / co I q1 I- Building Inspector r ' - - APPLICATION FOR BUILDING PERMIT Date , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. 1, �J (Signature of applicant or name, f a orporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises /(,1 LA 44 /"l tA,t Y-4o e-,, (As on the tax roll or la est 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 and on whi , roposed work will be done: 0-0-1- Pfy-1cLT11 -C- M fyY),Un House Number Street Hamlet County Tax Map No. 1000 Section 31 Block . Lot Subdivision Filed Map No. (Name) 2. State existing use-and occupancy of premises and intended use and occupancy of proposed constructio f a. Existing use and occupancy b. Intended use and occupancy hr 'M Ar-1 r6-,Q i J,� 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work rt (Description) 4. Estimated Cost t '_(J,�(� Fee ;x(,To bteRaid on filing this application) 5. If dwelling, number of dwelling units Number:6.,f dwelling units on each floor If garage, number of cars I 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. NA 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 5LOAD �{rl 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO x 13. Will lot be re-graded? YES NO X Will excess fill be removed from premises? YES NO x 14.Names of Owner of remises Address Phone No. Name of Architect I� , . Ire Address Phone No -73 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NOX' * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) COUNTY OFS414 i Ck 11 tf 11.1 V IV 6$,r) 1, being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contrac) above named, (S)He is the ,+i e �-- (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. Swornto ,fore me this n n -- day of V - V 20 D Y �. Notary Public Sign tdre of Applicant Ruth Love Notary Public state of New York No. 01 L06054063 oualified in Suffolk county( )` Commission Expires March 5,20=.—_ t` ccOlq.�a` . moo. TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1.179 Southold,NY 11971-0959 Telephone 631 765-1802 Fax 631 765-9502 https://www.southoldtomm.gov P � ) � ) Yom._ Date Received APPLICATION FOR BUILDING PERMIT nD For d ffice Use Only JUNyl'nl 2 12022 PERMIT NO. S t Building Inspector: TOWNO SOU OLD BUILDING DEPT. F TH -App hcatlons and forms must a filled ouf-n their_entirety Incomplete:'-,,, 7appllcations will not be accepte -..Where the Applicant not the owner,an S-Authorization form( Iag 2j shall be completed Date:06-20-2022 "OWNER(S)°OF, PROPERTY ,'Y =': x -- Name:Diane Mulvaney SCTM#1000-31-08-12.4 & 13 Project Address:225 Marion Lane, East arion NY 11939 Phone#:631-566-7837 Email:dmulvaney@hotmail.com Mailing Address:225 Marion, Lane, East Mari n NY 11939 CONTACT PERSON 'Y r Name:Diane Mulvaney Mailing Address:225 Marion Lane, East Marion N 11939 Phone#:631-566-7837 Email:dmulvaney@hotmaii.com_ n -DESIGUPROEESSIONAL INFORMATION fr= Name:Jeff Zahn Mailing Address:215 Roanoke Ave,_Riverhead,NY,119 Phone#:631-727-0544 Email:J CAD msn.com CONTRACTOR INFORMATION: Name:TBD Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION 4 ❑New Structure ®Addition ®Alteration El Repair ❑Demolition Esti ated Cost of Project: ❑other MAINTAIN EXISTING FINISHED BASEMENT APPROX.693 SF&PROPOSED EGRESS WINDOW 37.5 x 61 APPROX.12A9 SO.FT SF $ Will the lot be re-graded? ®Yes []No Will excess fill be removed from remises? ®Yes ❑No 1 - J `PROPERTY Existing use of property:2 story 1 family_dwelling_ Intended use of property: 2 Story 1 family dwelling Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? E]Yes 9No IF YES, PROVIDE A COPY. o essiona,, disli(isi0ii-ii6ldf6r, d water�-Mthdck:96 heo provided by issues as _a!ldtairi ajo,ah storm, .......... 4 Building Chaipter,236 of the.Twn Co e.,APPLICATION IS HEREBY mADE16pe1luilding beoafthiifil� for 4he-Issuaricem d' )4ii afit to the Building tone Ordinance ofJthe Town of.$outi old,Suffolk;County New York and other p Icaq.4iqs,)Pr iftarjcos�or RQ4,otiqns,,i or-;.e"Fqhstru d- e,,, removal or, eTg itig' -a' -'h in4e!K00ed�, e'�0 alI:a0-pIlcabIeIaWs,?or- inamet;-buil ifti'toici addit1drisi',a terations orr-fbr re 6 a - , I.; ri, s. qe _pc4q�greqs.to:cornp,V with' dus-fi'g code _ regulatons' an to a.&6Radtfibeii6d'jnipe�tq,r s on prqqj1se�s,and in iifi g(s),fornecessary inspections Fa se;statenentOnido feieln are Class 6ideh6anbrgursuahtto Wn21A5 state PLi� ­----,i r Application Submitted By(print name): Diane Mulvaney ElAuthorized Agent 59 Owner Signature of Applicant: Date: 06-20-22 STATE OF NEW YORK) SS: COUNTY OF Suffolk being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contract'or,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/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of 120 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) residing at do hereby authorize to apply on my behalf to the Town of Southold,Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 $c BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD o TownII Annex- 54375 Main Road - PO Box 1179 W APR 2 8 2022 Ejouthold, New York 11971=0959 BuiLciNc V4,.TelOF6 a (631) 765-1802 - FAX (631) 765-9502 TOWN oFMWW5outholdtownny.gov — sea nd4-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) r Date: Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: ( M L rf"t.LIoa.". . Address: ,<-- 14ari6-1, t- ,cl 64th p+lf-rid11) N 3� Cross Street: q„W,R-C- Phone No.: 631 ' < 6 4 - -1 e3 7 Bldg.Permit#: (js r S email: 11u1VA,-e5 e-C i-&M 1 - vim• Tax Map District: 1000 Section: 3 Block: Lot: 2. BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): I , Square Footage: Circle All That Apply: Is job ready for inspection?: YES ❑ NO F-]Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ['NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service[:]Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 F1 H Frame Pole Work done on Service? Y MN Additional Information: PAYMENT DUE WITH APPLICATION Pa ,.6 n _c ID (9q Z2� l BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD • "' Town t� II Annex - 54375 Main Road - PO Box,1179 APR 2 8 2022 .Sjouthbld, New York 11.971-0959 ®y'�10 ���� BUILDINt�Y :Telephone (631) 765-1802 FAX (631) 765-9502 TOWN oFM�f outholdtownny gov - seand @,southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: 01 request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) T_) ( 0,hL Name: . (vl q lv" .. Address: _<,_ Ra-r-1,6 n I'd n J N l I 3 Cross Street: 13 aLA, evo,we_- Phone No.: '31 S e3 7 Bldg.Permit#: [ email: "/14, 1 vim! c. Tax Map District: 1000—S tion: .J 1 Block: Lot: -2, BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: G d Circle All That Apply: Is job ready for inspection?- YES ❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES [DNO Issued On Temp Information: (All information required) Service Size❑1 PhF-13 Ph ,Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals F1 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Pa. I-6 Ie(f_ lD r c� r PERMIT# Address: Switches Outlets ' GFI's Surface t Sconces A \ HH'sUC Lts Fans ( �' Fridge HW 1 , Exhaust 1A `L Oven Dryer(/ Smokes DW Service Carbon Micro Generator Combo ' Cooktop Transfer AC ( AH I Mini b 014- U-12 Special: Comments. (�J ✓� G'� �'' (if/ l � '� S� f r` FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: November 29, 2004 TO: Diane Mulvaney 280 Bennett Road Greenport,NY 11944 Please take notice that your application dated November 18, 2004 For permit for alterations & addition to an existing single family dwelling at Location of property: 225 Marion Lane, E. Marion County Tax Map No. 1000 - Section 31 Block 8 Lot 12.4 Is returned herewith and disapproved on the following grounds: The proposed construction on a corner lot property measuring approximately 34,195 sq. ft. in an R40 District is not permitted pursuant to Article XXIV Section 100-242A which states: "Nothing in this article shall be deemed to prevent the remodeling, reconstruction or enlargement of a non-conforming building containing a conforming use,provided that such action does not create any new non-conformance or increase the degree of non-conformance with regard to the regulations pertaining to such buildings_" The survey for this construction indicates an existing front yard setback. of 36'. Pursuant to the ZBA's interpretation in Walz (#5309), such construction constitutes an increase in the degree of non- conformance. Therefore the alteration/addition is not permitted pursuant to Article III Section 100-244, which states that such lots require a front yard setback of 40'. The total lot coverage is less than 20 percent. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. i x it �g11FF0�,�c ' , -- APPEALS BOARD MEMBERS p� OG Southold Town Hall Ruth D. Oliva, Chairwoman a� y< 53095 Main Road Gerard P. roehringer y Z P.O. Box 1179 Southold,NY 11971-0959 Vincent Orlando �y �� Tel. (631) 765-1809 O James Dinizio, Jr. 01 �a Fax (631)765-9064 Michael A. Sim i http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF JANUARY 20, 2005 Appl. No. 5651 - Diane and Scott.Mulvaney Property Location: 225 Marion Lane, E. Marion; NY, CTM #1000-31-8-12.4. PROPERTY FACTS/DESCRIPTION: The applicant's 34,.195 sq. ft. parcel has 24.97 ft. frontage along Bay Avenue,and is a corner lot with frontage along two private rights- of-way known as Marion Lane and Marion Place. The June 8, 1978 survey prepared by Roderick VanTuyl, P.C. shows an existing front yard setback of 36 feet from the southerly lot line along Marion Place and approximately 53 feet from the westerly lot line along Marion Lane. BASIS OF APPLICATION: Building Department's November 29, 2004 Notice of Disapproval, under Section 100-242A, stating that the remodeling, reconstruction or enlargement of a non-conforming building,shall be permitted provided the action does not create any new non-conformance or increase the degree of non-conformance,and Section 100-244,which requires a front yard setback of 40 feet. FINDINGS OF FACT The Zoning Board of Appeals held public hearings on this application on January 20, 2005, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: RELIEF REQUESTED: Applicants request an area variance concerning an addition in the proposed conversion from a 1% story to a full 2-story house within the same setbacks (or footprint). REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections,the Board makes the following findings: 1. Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. There will be no change in the footprint, and the existing footprint conforms to the streetscape. 2. The benefit sought by the applicant cannot be achieved by some method,feasible for the applicant to pursue,other than an area variance. The applicant wishes to use the existing footprint of the existing I%story Cape Cod home to'add an attic over the " Page 2-January 20,2005 h ZBA Appl. No.5651-Diane and Scott Mulvaney CTM 1000-31-8-12.4 garage, resulting in a two-story home. 3. The amount of relief requested is not substantial, representing a four ft. reduction from the 40 ft. code requirement fora second-story addition. 4. The difficulty was not self-created. The home was constructed in 1978 with a setback of 36 feet from the front lot line, and the current code requirement is 40 feet. 5. No evidence has been submitted to suggest that a variance in this community of private homes will have an adverse impact on the physical or environmental conditions in the neighborhood. 6. Grant of this variance relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an addition, while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. BOARD RESOLUTION: On the basis of testimony presented, materials submitted and personal inspections,the Board makes'the following findings: NOW,therefore, on motion by Chairwoman Oliva, seconded by Member Goehringer, it was RESOLVED,to GRANT the variance, as applied for and shown on the 9-22-04 drawings prepared by Eileen Santora, Residential Designer, and the existing front yard setback confirmed on the June 8, 1978 survey prepared by Roderick VanTuyl, P.C. Vote of the Board: Ayes: Members Oliva (Chairwoman), Orlando, Goehringer and Simon. (Absent during this Resolution was: Member Dinizio.) This Resolution was duly adopted (4-0). Ruth D. Oliva, Chairwoman 1/24/05 Approved for Filing elleen m.santora 650 Vanston Road Cutchogue, New York 11935 Phone 631 -734-2794 EMAIL Rick N Ei @Aol.com Town of Southold Building Department Southold, NY 11971 January 27, 2005 I certify, that the residence of Mr. and Mrs. Scott Mulvaney , on Marion Rd in East Marion , wasa. three bedroom home, and the new designed home will still only have three bedrooms . The new design will add a formal dining room , a study and a family room. C�2 � Eileen Santora Residential Designer SO!/jyol 0 Town Hall,53095 Main Road Fax(631)765-9502 P.O.Box 1179 G • Q Telephone(631),765-1802 Southold,New York 11971-0959 lyCOUNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD April 5th, 2007 Scott &Diane Mulvaney 225 Marion Lane East Marion,N.Y. 11939 RE: 225 Marion La. (alterations & 2"d story addition) SCTM: 318 12 4 Dear Mr. &Mrs. Mulvaney, Please be advised that your Building Permit#30919 issued January 27th, 2005 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued prior to use of the structure. �O To renew your Building Permit,please submit a fee of 350.70; at that time we can schedule an inspection by one of our Building Inspector's. If you have any questions,please call us at 631-765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT. pF SO(/Tyol . 0 Town Hall,53095 Main Road Fax(631)765-9502 P.O.Box 1179 G • Q Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD 2nd NOTICE June 16th, 2008 Scott & Diane Mulvaney 225 Marion Lane r East Marion, N.Y. 11939 RE: 225 Marion La. (2"d' Story Addition & Alteration) SCTM # 31.-8-12. Dear Mr. & Mrs. Mulvane Please be advised that your Building Permit # 30919 issued January 27th, 2005 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued prior to use of the structure. To"renew your Building Permit, please submit a fee $350.70; at hat time we can schedule an inspection by one of our Building Inspecto If you have any questions, please call us at 631-765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT. r r .S Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code RES checkSoftware Version 3.5 Release lb Data filename: C:\Program Files\Check\REScheck\mulvaney.rck TITLE:Mulvaney COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE: 01/27/05 DATE OF PLANS: 9-22-04 PROJECT INFORMATION: 2nd Floor Addition COMPANY INFORMATION: Eileen Santora COMPLIANCE:Passes Maximum UA=214 Your Home UA= 169 21.0%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 1485 30.0 0.0 52 Wall 1: Wood Frame, 16"o.c. 1352 19.0 0.0 71 Window 1:Wood Frame:Double Pane 164 0.280 46 COMPLIANCE ST MENT: The proposed building represented in this document is consistent with the building plans, specifications,and the calculations submitted with this permit application. The proposed systems have been designed to meet the New York State En rgy onservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,th are ttesti . t of his/her knowledge,belief,and professional judgment,such plans or specifications are in in ' itljt 4� kes �,op 1 7 Builder/Designer rrj �, t + Date Z �Fpp No• 05" 40�W� �OFESSIO� Generated by REScheck-Web Software Com I is nce' Certificate uN 2 022�. - BUILDING DEPP T. TOWN OF SOUTHOLD Project MAINTAIN EXISTING FINISHED BASEMENT & PROPOSED EGRESS WELL FOR DIANE MULVANEY RESIDENCE Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Alteration Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 225 MARION LANE DIANE MULVANEY Jeff Zahn- EAST MARION, NY 11939 225 MARION LANE 'Jeff Zahn Architect EAST MARION, NY 11939 215 Ronoake Ave Riverhead, NY 11901 - 631-727-0544 jazcad@msn.com Compliance: Passes using prescriptive requirements for alteration projects Slab on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Eachslab-on-grade assembly in the specified_climate zone must meet the minimum energy-code insulation R-VaIbe'and depth requirements.. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Basement: Solid Concrete or Masonry Wall height: 7.0' 693 15.0 5.0 0.050 0.059 34 40 Depth below grade: 4.0' Insulation depth: 7.0' Window: 2812:Vinyl Frame 2 0.280 0.320 1 1 SHGC: 0.26 Window: 2812:Vinyl Frame 2 0.280 .0.320 1 1 SHGC: 0.26 Window: 2812:Vinyl Frame 2 0.280 0.320 1 -1 SHGC: 0.26 casement egress 36x36:Vinyl Frame ra� \ �(L R�` 0.280 0.320 3 3 SHGC: 0.26 Compliance Statement. The proposed building design describe_• I> r 0rt"s ste, wit'i� 'ng plans,specifications,and other calculations submitted with the permit application.The prop•- b�?IIn ?s b an a Ng toy eet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the rr� n a:or�y r it 'n lis' d th EScheck Inspection Checklist. JEFF A.ZAHN = s 06-20-22 Name-Title Sig iatur " Date Project Notes: . 02 Project Title: MAINTAIN EXISTING FINISHED BASEMENT& PK{ � OD �''S�YJ- ELL FOR Report date: 06/20/22 DIANE MULVANEY RESIDENCE Pagel of 9 Data filename: MAINTAIN EXISTING FINISHED BASEMENT& PROPOSED EGRESS WELL FOR DIANE MULVANEY RESIDENCE 225 MARION LANE EAST MARION NY 11939 Project Title: MAINTAIN EXISTING FINISHED BASEMENT& PROPOSED EGRESS WELL FOR Report date: 06%20/22 DIANE MULVANEY RESIDENCE Page 2 of 9 Data filename: CiREScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% were:addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen.For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. . Section Plans Verified Field Verified, # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, :Construction drawings and ❑Complies ;Requirement will be met. 103.2 documentation demonstrate ❑Does Not [PRI]1 ;energy code compliance for the (A� I building,envelope.Thermal ❑Not Observable ;envelope represented.on QNotApplicable construction documents. 103.1, :Construction drawings and ❑Complies ;Requirement will be met. 103.2, documentation demonstrate ❑Does Not 403.7 ;energy code compliance for [PR3]1 ;lighting and mechanical systems. ❑Not Observable p� :Systems serving multiple ❑Not Applicable ;dwelling units must demonstrate compliance with the IECC I (Commercial Provisions. i 302.1, Heating and cooling equipment is: Heating: Heating: I❑Complies ;Requirement will be met. 403.7 sized per ACCA Manual S based 1 Btu/hr Btu/hr ;❑Does Not [PR2]2 on loads calculated per ACCA ; Coolin Cooling: Manual J or other methods g' ,❑Not Observable , approved by the code official. Btu/hr Btu/hr UNot Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: MAINTAIN EXISTING FINISHED BASEMENT& PROPOSED EGRESS WELL FOR Report.date: 06/20/22 DIANE MULVANEY RESIDENCE Page 3 of 9 Data filename: Section Plans Verified Field Verified # Foundation Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1 ;,Conditioned basement wall R- R- ;❑Complies ;See the Envelope Assemblies [F04]1 :insulation R-value.Where interior{ R_ R_ ;table for values. ;insulation is used;verification ; ❑Does Not ❑Not Observable may need to occur during I Insulation Inspection. Not. ;❑Not Applicable ; required-in warm-humid locations in Climate Zone 3. ; 303.2 ;Conditioned basement wall '❑Complies ;Requirement will be met. [F05]1 insulation installed per ❑Does Not V :manufacturer's instructions. �Location on plans/spec:A- ❑Not Observable 2 ❑Not Applicable ; 402.2.9 ;Conditioned basement wall ft ft ;❑Complies ;See the Envelope Assemblies 1 insulation depth of burial or 1 ; ;table for values. [F06] . p ,❑Does Not distance from-top of wall. C ; ; ;❑Not Observable ;❑Not Applicable 303.2.1 A protective covering is installed ❑Complies ;Exception:.Requirement is [FO11]2 to protect exposed exterior ❑Does Not not applicable. �9) insulation and extends a minimum of 6 in. below grade. ❑Not Observable j IE]Not Applicable 403.9 Snow-and ice-melting system ❑Complies ;Requirement will be met: [FO12]2 controls installed. ,❑Does Not V ❑Not.Observable a ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: MAINTAIN EXISTING FINISHED BASEMENT& PROPOSED EGRESS WELL FOR Report date: 06/20/22 DIANE MULVANEY RESIDENCE Page 4 of 9 Data filename: section Plans Verified . Field Verified # Framing/,Rough-in Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, 1 Glazing U-factor(area-weighted U- ;•U- ;❑Complies' ;see the Envelope Assemblies 402.3:1, average). :❑Does Not ;table for values. 402.3.3, - 402.5 ;❑Not Observable [FR2]1 ; ;_ ;ONot Applicable 303.1.3 ;U-factors of fenestration products ❑Complies ;Requirement will.be met. [FR411 !are determined in accordance + ❑Does Not J �with the NFRC test procedure or ;taken from the default table. ❑Not Observable ❑Not Applicable ; 402.4.1.1 ;Air barrier and thermal barrier ❑Complies ;Requirement will be met. [FR2311 installed per manufacturer's ❑Does Not instructions. sss v ; ❑Not'Observable ; ❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies ;Requirement will,be met. [FR2011 ;is listed and labeled as meeting ❑Does Not �. 1 AAMA/WDMA/CSA 101/I.S.2/A440 or h ❑Not Observable as infiltration rates per NFRC ; 1400 that do not exceed code ❑Not Applicable :limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies ;Requirement will be met. [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate s2.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.3.1 ;Supply and return ducts in attics ❑Complies ;Requirement will be met. [FR12]1 Hnsulated >= R-8 where duct is ❑Does Not U ;>=3 inches in diameter and >= 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 :Requirement will be met. [FR13]1 !boxes are sealed with ❑Does Not V joints/seams compliant with International Mechanical•Code or ❑Not Observable International Residential Code,as ❑Not Applicable applicable. 403.3.5 Building cavities are not used as ❑Complies ;Requirement will be met. '(FR15]3 ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable 403.4 HVAC piping conveying fluids ; R- R- ;❑Complies ;Requirement will be met. ' [FR17]2 above 105°F or chilled fluids :❑Does Not below 55 4F are insulated to>_R- - 3 ;❑Not Observable ❑Not Applicable 403.4.1 !Protection of insulation on HVAC ❑Complies ;Requirement will be met. [FR24]1 piping. ❑Does Not ❑Not Observable ; ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- ; R- ;❑Complies ;-Requirement will be met. [FR18]2 2:11-3. j❑Does Not e} ; ;❑Not Observable ; ❑Not Applicable 403.6 Automatic or gravity dampers are ❑Complies :Requirement will be met. [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. []Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Im 'act(Tier 3) Project Title: MAINTAIN EXISTING FINISHED BASEMENT& PROPOSED EGRESS WELL FOR Report date: 06/20/22 DIANE MULVANEY RESIDENCE Page 5 of 9 Data filename: Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) .3.; Low Impact(Tier 3) Project Title: MAINTAIN EXISTING FINISHED BASEMENT& PROPOSED EGRESS WELL FOR Report date: 06/20/22 DIANE MULVANEY RESIDENCE Page 6 of 9 Data filename: section Plans Verified Field Verified #• Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 All installed insulation is labeled ;Requirement will be met' [IN13]z or the installed R-values ❑Does Not provided. JE]Complies ❑Not Observable I❑Not Applicable 402.1.1,• ;Wall insulation R-value. If this is a: R- ; R- ;OConiplies ;See the Envelope Assemblies 402.2.5, mass wall with at least 1/1 of the E] Wood ;❑ Wood jODoes Not ;table for values. 402.2.6 ;wall insulation on the wall I❑ Mass ❑ Mass - bNot Observable ' [IN3]1 ;exterior,the exterior insulation requirement applies(FR10). j❑ Steel E] Steel ;❑Not.Applicable ; 303.2 ;Wall insulation is installed per ❑Complies ;Requirement will be met. [IN4]1 manufacturer's instructions. ❑Does Not [-]Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 11 Low Impact(Tier 3) Project Title: MAINTAIN EXISTING FINISHED BASEMENT& PROPOSED EGRESS WELL FOR Report date: 06/20/22 DIANE MULVANEY RESIDENCE Page 7 of 9 Data filename: Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.2.4 ;Attic access hatch and door ; R- R- ;❑Complies :Requirement will be met. [1`I311 ;insulation>_R-value of the ; 1❑Does Not ;adjacent assembly. 1 ❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50= ; ACH 50 = ; Complies ;Requirement will be met. [FI17]1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ;❑Not Observable ;❑Not Applicable 403.3.3 ;Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies ;Requirement will be met. [FI2711 determine air leakage with ft2 ftz PDoes Not either: Rough-in test:Total leakage measured with a ; ❑Not Observable pressure differential of 0.1 inch ;❑Not Applicable w.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. ; 1 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 ; cfm/100 10Complies Requirement will be meta [FI411 cfm/100 ft2 across-the system or 1 ftz ftz 1❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa.For rough-in ❑Not Observable tests,verification may need to 1 ;❑Not Applicable ; ;occur during Framing Inspection. 403.3,2.1 ;Air handler leakage designated I❑Complies ;Requirement will be met. [FI2411 by manufacturer at<=2%of ❑Does Not ;design airflow, []Not Observable ❑Not Applicable 403.1.1 Programmable.thermostats ❑Complies ;Requirement will be met. [FI9]z 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 ;Requirement will be met. [FI10]2 on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies ;Requirement will be met. [F[11]2 systems have automatic or ❑Does Not accessible manual controls. [-]Not Observable ; ❑Not Applicable 403.6.1 All mechanical ventilation system ' ❑Complies ;Requirement will be met. [FI25]2 fans not part of tested and listed ❑Does Not 1 HVAC equipment meet efficacy and airflow limits per Table ❑Not Observable R403.6.1. ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies :Requirement will be met. [FI26]2 through one-or two-pipe heating 111Does Not systems have outdoor setback control to lower boiler water J❑Not Observable temperature based on outdoor ❑Not Applicable temperature. 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3;Low Impact(Tier 3) Project Title: MAINTAIN EXISTING FINISHED BASEMENT& PROPOSED EGRESS WELL FOR Report date: 06/20/22 DIANE MULVANEY RESIDENCE Page 8 of 9 Data filename: w � Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.5.1.1 Heated water circulation systems ❑Complies ;Requirement will be met. [FI28]2 have a circulation pump.The ❑Does Not . system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable. 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 is at set-point temperature and I no demand for hot water exists. 403.5.1.2 Electric heat trace systems I❑Complies :Requirement will be met. [FI29]2 comply with IEEE 515.1 or UL []Does Not 515.Controls automatically adjust the energy input to the ❑Not Observable. heat tracing to maintain the ONot Applicable ; desired water temperature in the piping. 403.5.2 Demand recirculation water ❑Complies ;Requirement will be met. [F130]2 systems have controls that : �❑Does Not manage operation of the pump and limit the temperature of the ❑Not Observable water entering the cold water ❑Not Applicable piping to<= 1044F. 403.5.4 Drain water heat recovery units ❑Complies ;Requirement will be met. [FI31]z tested in accordance with CSA ❑Does Not 655.1. Potable water-side i pressure loss of drain water heat IE]Not Observable recovery units<3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water I I heat recovery units<2 psi for individual units connected to three or more showers. 2 404.1 ;90%or more of permanent ❑Complies ;Requirement will be met. [FI6]1 fixtures have high efficacy lamps. ❑Does Not ❑Not Observable ❑Not Applicable 404.1•.1. Fuel gas lighting systems have ❑Complies ;Requirement will be met. 417123]3 no continuous pilot light. ❑Does Not o.` y❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies :Requirement will be met. [F17]2 ❑Does Not []Not Observable ❑Not Applicable 303.3 _ 'Manufacturer manuals for E] ;Requirement will be met. [FI18]3 mechanical and water heating ❑Does Not systems have been provided. IE]Not Observable V❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: MAINTAIN EXISTING FINISHED BASEMENT& PROPOSED EGRESS WELL FOR Report date: 06/20/22 DIANE MULVANEY RESIDENCE Page 9 of 9 Data filename: 1 . .C2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 0.00 Below-Grade Wall 20.00 Floor 0.00 Ceiling / Roof 0.00 Ductwork (unconditioned spaces): Door Rating U-Factor SHGC Window 0.28 0.26 Door CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments t .je7,t;w.......- ..a.=-..:_.+:,�,�:.�'._�.:-_—.—.—;-r.�� ��; : . .,,� �iJ�a 4•p*:7�:µgpafi,�.rt?I!f..f" 'ry�.'nx'';t�.��,.. , a�a•�-^r��"'1^_ � �' SAP Or= Pt<oaEr.�rY �� surzvl=Yffv 1~CJD t X97 13t i ty ATA .. 7'f� rvcr{e.�-�u "«nn7�.m•.+arie sf+co2sal i1 as MA ;Orv.'lz 3t ms fknb r,a5i�i,rCnn xtll aahfn ' WKt"oma 5ourHCLO N.Y. (, y �� dcbers'frrra�rf��'#�da'ldfr.Set►'�i�sc 11 ( y a s �� IIX` i \ Sa�oJGtb= iif#t: ti j For ►. Y6Mllf.vCFtori KlYw: in t! F1 x t►'rtkYulTtitr'f' � .. ...' � ...- }-•, AYtfw0.7,E3:if1G. e i+ t fPr+cB 1'H!4�Afe { ' `S3 •- _. !- .; da' - - •_-. `.. __ � - - �td!`'tFJIIM'or,N"Y � 1 If 7 ' - � ` � ••' ��C "'dr^•'� Ca.'7t7Y. Gam,ierfla!•fehn: + ,. �:, j •' I ��., i �. - l �� � is l..Y _��a, - _i.1i� �� DSL �'• .t • ��g y- - fr.ho. 1'� S �i'� ,..vr..w�:rr i�w. r-r,.ia,�`tlyrw a., e:�'i,.t-,.t �• E..b���s�'f�J� � 3if ,r SAPPROYAL 1ExtttYe7rt'1VCG( 4G. 4le __-:..,' � �•.r Cot Ek.t" ....>, � .._ ' _... Cb;a«cJa Tlfie lrrdc+rd '�',Mfi 'tU c't'4n lar., .. til.3A`��.w _ _.. -. - 273.9:5 and+[tit•1Yte "Soufho/af:xivinq:'.l�rJik - - c r w+:s.Inav m�nn d�+r± � �, � _ --' . 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NEW PARCEL I = 30,448' sq.11. o epe PARCEL 2= 12,080 sq.ft. 91 7, � � APPROVED n q� `' i^, p �� c b� I `�4� 9� APPROVED BY PLANNING BOARD 27 \\ TOWN OE SOUTHOI_D �`k SATE AUG 1 12009 1000-31-08-12.4 .�1�Ov► P0) V14Gf71 IANE & SCOTT MULVANEY °Fr�`��r - 25 MARION.LANE AST MARION, N.Y. 11939 9 FTTY .) PiRF.SI nF_F. — __ .1 I - _t��,.-,zU��,i.-IrZ��1� - "F­�qr�', 1_7':� -, I . -�I� , �­'� _,4� .".­7.1� ­,­­� 7.,-� ­ - -,-" ­:�"',`.,,�-,�,:�,..V:1`7 I_�ze_­Ilk_17f­ ,�,, , , , P ,�.2,,-,...­i��..,.,-.„y-x. - ',..CrW, . I �',I, , , � -- - ­ I -q-,", ..., I - - .�!" ... 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LY: LI. r 1-114'x 20 gauge strap shMl be ettar�rt to ench pair of rreers in orxardanm to Vie 3.4. c � NAI_ NAIL BUILDING USE [�VJ�LLI iV _ o- JOIYf;F�CR!PT!OPJ NOTES 6 When a a3!!ar Ise is used in leu of a ridge strap,the numhAr of 1Od common nails r;1ulret! _ QTY. SPACING BU1LDiNG HEIGHT 1 In a ch end or the foliar tie nerd not era ed the tz bulatrd number of Ed nrls faits rt•a{:. RA^'ER TO J'WALL'3 Pd COt"'.SON EACH TOTAL SC1. FT, OF CONSTRUCTION CONSTRUCTION NOTES: TOE NAIL TOP PLATE ill'WALL:4-Pd COMMON RAFTER 1).The informs"on within this;set of consstruction.r) ,rw%nts Is Wiled to basic der+•^n 2).RAFTER-TOVALL ASSEMOLY: �. PRESCRIPTIVE AS PER N.Y.S. RESIDENiIAL CONSTRUCTION CODE AND r intent and f rmiN dMails.They are intended as a :onstruct`on old,not a substiMe r Lateral frc+ml p.,+shear wait connections for ref er,ceiGr ar tn,ss to to ir•c C r ILING JOIS r E'WALL:3-8d CO!!"MON EACH DESIGN CRITERIA' t ng. g pp, shp.Ibein a ", " TOE4-AIL 1995 SEDC HIGH WIND EDITION, WOOD FRAME CONSTPUCTION MANUA,+_ fa-genera"y Ccs epted good bu!!ding prpct'ce and a Tn.p!'nnoe!w+',h current New York arc rdanra to tnhl,,3.3.When a ra^cr or trtrs do n^t fall in lino with studs b0cf v,railors _C T0. PL+TE 10'WA L 4-Fd COMMON ON JOIST - - fRAMING ELEMENTS AS P;'R_FLOOR PLANS CROSS SECTION AND GENERA-L NOTES � Slate b!+ildin;codes.Tt�rF�nPral Goa,-pclor is rerponsibla for providing standaM ort^'s^e:sha!!be.'tactied to thews'!top plate and the will top plate ahal be ar•'Ch?+ o CEILING JOIST TO AS PER TALL[3.7 EACH FACE -- �. con s!rce!or.dete.!!s and procedures to ensure a orefossion^'ty Pntshnd,strucfura;'y the to,ro wail stud with uplift connections.Roofs overhnnC;ng the roue side of the building PARALLEL RAFTER Vb7c"-SPC LAP NAiL EXT. BALCONIES 60 sourd and a w^ataerprocf completed product, s`,aA be cc nnected wish up'�t connections in aa»rdance wt;h table 3.3c. Gr"!LIPaG JOIST LAPS I ,AS PER TABLE 3.7 EACH FACE DECKS 40 2).'he General Contractor Is responsible for ensuring th^t a!1 work find construction 3).VIALL-TO-WALL.ASSF!.MY: G"ER PARTITION _t"`Cl1a-SF3C LAP NAIL '•' t ^ ATTICS w�o a i IRAQ, 10 moots current foilrlml,sWp,county and local codes,•)r6re.ric es and remu Mons,etc. Wa".tidt above and studs Wov,a floor[eve!sha!i be attached w!'.h uplift connectlong in COLLAR TIE�F AS PER TABLE 3,4 tA�H FACE ATTICS w/ STORAGE 20 Those codes are to be corsldnr�,O as art of the specf5c a!iens for this building and a^urdance with table 3-3b.When wa'I studs above do not fell in tine with studs belchv,the TO RAFTER Vdf=Ct•1-SBC END NAiL DESIGN LOi.D CALCULATIONS SNOW R 9 -'--- ROOF (GROUND �P,Qw LOAD) 45 should be Vhrred to even If in vannnce wilh thf 0111. suds shall be attoshed to d common member in the Poor assemb!v w lh unM connecters In CLOCKING EACHTOE (UVE LOADS PSF) accard3rce w;th tayle 3.3. fill RAFTER 2-EdCO'!VON EN 0 HALL ROOMS (OTHER THAN SLEEPING) 40 ' _ E 3).D`mensions shall take pre t^nt rier sewed dtzry;.. +t.. RIM BOARD EACH END ROOMS (SLEEPING) 30 � !~ (DO NGT SCALE DRAWINGS). 4).WALL ASSEP:'!9LY TO FOUNDATIO TO RAFTER if.,COMMON END NAIL STAIRS 40 f First Knit studs shall be omnerled to the foundation,sill plate,or bottom plate with uplift , GAURDRAILS ANY DIRECTIUN 4).The enginser has not')eon en nr!Ad for crest uctton s.ipervisian onrr assumes no crxr ner•i_ t. ! ! •, '}�! IR/f A t / _ ( )-' 2pD g r± + ors.S Pef st:mFs sha t have a m rlmum embe lineal of 7 inches In concrr P Y Y A�,L FiVit•r t, _ rL pCnsibi'ty f r cans!sct+cn anord nut;ng with ti eso p4.?s,rmr res,7,n_Lb'it,+for foundation and s+ab o t ggrade,l5 inchrs in masonry b!oci ford?tons,or!rpped urdc! -----___ _ __ _.__ NAIL ye+,!L EXPQS!�'t4 CATAGORY f censure+an means,mr_thads,tnchrl;ues,sAque cels,or prcCRaureS,or for sslety the pIa!e and ria!:rtd in aeraordsnre w"h tat..3 3b.When stc+t Stru^s are tapped under t'e JOINT C'ESO.1!PTit,rh' 1 NOTES - , , precautions and prs%rrrrns in connection wTi the wsric.There ere no v+rarran'lies for a bo!+o n plate, squ. u QTY, SPACING LOAD PATH SEE CONSTRUCTION APvOVi4ND PATH CONr,ECTtON 3 inch are a•este•:t:hale be use=d with the anchor tX,`•.5.Anchor bolt snecific use ex res^ad-)r!rr,lied In tle use of these Inns, spiong Is to be snacrd and sLzcd�accorda ice to tshle 3.2a.In add t1ln to s ar~rt , T G. PLATI_f O PER Ff E NAIL ROOF ; FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE p (' P a � p 0 2-i 6d CQf�!htON znrhor bots tare to be spaced Wwepn 8.1?;.'rhes from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 I N AJI_IIJG SCHEDULE SEE GENERAL NQTF PAGE t5`.Refcrto the Will t sad Door scaedute to ex.e:orcperinr^ COMM TOP PLK.'E AT 4.164 GOf.1P,fON JOINTS FACE EGRESS SFE f LOON PLANS AND U"NDOV.r SCHEDULE INTER`"Eui'ONS EA.S' NAIL -- r 15 rf a Gen-sm Contract Is to ensure that nr_ntc n or Abmc!M fireplaces rr+eWs 5).TYPE I E.XTFR'OR SHEAft'ALL CONNECTIONS: -'- PIRE PROTECTION r' SEE FLOCR PLANS r 1. ry Pref.�.:.... . p &7:116 � t STUD TO ,qtr r 24' FACE u e coe!±1s titan fac urt,s see `cations and app�b'e codes. Type 1 exterior she^rhea+i Salt a minmmum o,7.'.6 inch wood s.rur:.m.-1 Pnrtef on tto exterior 2-,6d CO AMLON SMOKE & CO2 DETECTORS' 0 . <ear held w^'h -d cor^mon nails a'. s'o.c.at the Panrt edgQs and 12"o.c.in L+a field,and STUD _ O.C. NAIL _ t 7).T:,e Gen•rai Cir,:a cr Is+.c consult Wvi the c n lir frt a'!bul'Nr ' ms 1,?Inch gr;rwm. wr'!y_vrd on the interior P tato:with 5d cooler no's at 7'o.c.et panel XZADER TO 16'U.C. FACE T�JSS DESrGN N A - �TAPJ^A.20-STICK FRAV E C(3'`JST"kJC;I0N 16,COWON - s,,ch ss bookcases,she!v!rq,pnrtry,Oo`:pls,trier: ,et,;. et',^l!and 10•o.c.in the fc'd shnt!b in accordan-ce wit, the forv'..h reGtrlremcrits sprcifad HEADER ALONG EDGES NAIL ENERGY CALCULATIONS RESCHECK J.5 PELF ASF i in WN,0 3.15a-b. TOP OR DOT i0%1 2-1Cd CO","" oN PER 2x4 STUD END I i.Wind lean recu"emPntQ e" "5 3 taken into 9x itt^+luring ewi^trJr'1'on, - - II Win d Ic id reau;'em P 11q e","`5�taken ln!o 31X iv-+lurng ewir0pir,11 on, PER 7_0 STUD WJL I— "" -�_ - __ _- ic).TYPE t' .X'TER+OR SHEARINALL CONNECTIONS: PLATO TO STUD 3-16!COt,t!."ON PER 2x5 STUD _ N'.IL BOTTOM PLATE-i G: FOUNDATION N 0 I ES: ITy^it 11 ext^nor shennvr''.s shatl meat the requirements of Lrb!e 3.,51 b f mels the ap^ropriate PER FACE NAIL r �r t•!n FLOOR JOIST,BA,J JO'3T, 2.-16d IOPWON FOOT FEE NOTE:1,2 nt len,thadJ store„t f,. tcrs.nt:,.•.3,16. ENDJ_0!CTORP:3G .t;sG [,d-4M,ff�ne ).'f n.v nrtrat Co rn:.or and Ma<.on to rcvic'x p'3na,r+evar;cr',s,d.�.n s aryl note's to __ irtrmded he'0hts n"fn;shitd Poor(s)abc.e typical g•ao+e. a c , ", / _ j.INTERIO..SHEM7NALLCONNE"„ C'N:, FLOOR FRAVIiYNta: i ,�:-wati e s'da'.'•sl+lenctas rv;,vldr d in to ale 3.14 shall flR ?tied to be[nrre'rsed when __-.-- ,2). 4: frnt'ngs t^rest on und;.tutted(virgtn)soil,A ,umel bean, 900!'psf p NA!L NAIL_ n error shrrinv V!s are useJ,Sheathing and connectins shall b^in accordance with JOINT DESC�7111,:;V _ NOTES 3.?rotid�1/2•a nraon'arr t m+trria!be wenn cc>nrret^ bs and ahu!'!7 2.4,4.2 end 2.2.4 re,,_ctive!y. CITY. S^ACI"J , 1 ) g J0117TCr ,, , , [�F, Tot CLIMATIC: � Gr- 8). "}f:SIvN CRITERIA C) c1n rets cr massa y wa'!s c>rc�r gin 7:te•ior or unheat¢d trtarior arses. it " PE t! t r+^ t- n 4-P CC :F.,O,J r - P.CaNP,._CT)O'VS AROUND EXTERIOR WALL 0, wry:P.G3: SILL,fi. i ATE CCt C!:•.t"RSMS .- �,• n t +' dr »sr ` i •• A+A Qac F elr.'n'ane.tor&dar co•tnecl fns shat!be elloched with u,t!'",conntrMinns In accordance -!N`3 C (-ROUND Y�'EE DESIGN LIC G FROST WINTER I IGES'f'ELD R .h wcmrre:ewe sbr.. e.-,hed,uex.s,rr,r rnnY...,stntrt.irn_....fi E?OJO , ,.t EACH TOE SNOW SPEED DLStCN "rrATHFR!NG It"d TERMITE DEC :Y DE51GtiI+,yD! RLAYVFNT AWD j• g u FLM- with tebte 3,5.Vti'indcntr sill plaw3 steal!be havt, feel convertors in accctr!an a w"h t^_b'' TO JO?-c- 2-Pd COt 1VON END NAIL LOAD MPH CATEGORY DEPTH TEP.f R:OlY ID HAWDS t on ir:;.i'od with#4 rrLtar,1£I'lone a'12'o c..Use approved apox3 for inrta'iation. 3.5. . _- _..._. _._..� •._._,.__.. ( ) „ r 'i, FLOWN, e V EACH TOE + , P aDF,.r? CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DEIAILS _ _: WIND RESISTANT CONSTRUCTION CONNECTORS CONNECTION LOCATION: _ PART NUMBER: NOTES: RIDGE—TO—RAFTERS LSTA24 APPLY TO EACH PAIR OF RAFTERS - '` � RAFTER RT20 APPLY TO EACH RAFTER I APPLY TO EACH RAFTER I. _.,.._ RAFTER-10—PLATE RT15 �� NOTCHED RAFTER - y \� \ _ USE WITH SPTH4 CONNECTOR { RAFTER ;% / PLATE—TO -WALL STUD SPTH4 APPLY TO EACH WALL STUD RIDGE RIDGE M. FLOOR WALL—TO-1ST. FLOOR WALL KLFTA OR MSTA36 APPLY TO EACH WALL STUD �. HEADER—TO—JACK STUD LSTA12 APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER RT3 OR RT7 APPLY TO EAC;i CRIPPLE STUD SHEA? WALL !H0'DDOWN ANCHOR ADS3 APPLY TO EACH SIDEWALL END 4 F WRAP UNDER DOUBLE SILL, PLATE 1ST. FLOOR-UNDE;2-SILL PLATE MSTA36 OR RS16-R Tom' t L. ?lDGE TORAF�'Ef^ST �' 1NG_ IYP�C _I„BIDG BEAM S4RAF R��P� Ce USE WITH SQUARE WASHER U.TE THE FQtiLO '1P�3 OR APPROVED USP METAL CONNECT%DRS FOR PROPER WIND RESISTANT CONSTRUCTION. FULLOti"J MAivLIFACTURE'S P.ECOMENDED INISTAL.LATION INSTRUCTIONS TO ACHIEVE MAXIMUM,UPLIFT LOAD CAPACITY. RAFTER PROVIDE 1/2" SPACING ---rc BETWEEN THE END STUD I ANCHOR BOLT CONNECTION AND THE 2 OTHER STUD:RAFTER -- t ;':OR ALLOWIN'( CONNECT CORNER STUD ANCHOR BOLT CONNECTION FOUNORTIO"# 5/8'DCA, "tC;HOR�oLT I - `` cr ., ..^ SUt?I''ORTI!�G 61AXItu+_!F1 HOLDDOV`� . INSTAI CATION TO Tf u�,,ISFER ..�i•TEAR .,LL PLATE TO FOUNDATION 1 STORY. 72'OC TOP PLATE FASTEN WITH (C) 16d c''�`" s��,cE orgy Foou.+CATI<}N SILL PLATE TO FOUNDATIUN T E TOP PLATE _-0 COPa"��iON NAILS {� C�" O.C. CPA_v°A_$PACEORFOUN' oras 25TORIES 3� aC V4'ALL BOTTOR ONOEUNaAT10"J 1-2 STORIES 57"OC (SLAF WALL STUD - WALL STUD - SIDEWALL ENDWALL USE WITH 3x3 SQUARE WASH-RS �� (USP L®PS53 OR BP.-)B3) }- \,` 1 LI z ' �CT1O1V__ Al.TEit�'ATi:/: �iAF�ERI WALL,STUD CntRECTIOI�!` HEAR1f1� Ll C�7RP�ER_CON► �cCTION__ c1 TYP,C�P!_RAE1'ER Z��J_iNAI_l._STUia QQN 1.._ - --- 2ND. FLOOR WALL STUD 0 KING STUDS \ 2ND. 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I �I--, -1� ,,,I , , $ A , "%�. -- ,�,",,.,%­�� � ",, ',"." ,,, ",I, I,',- " " " I" "- 11 I , , , ­---L-LlIL:It---.LI iL -1 , ., I , I � -,-- ­!� � � " ­� ---,,, " 'L�- - � Z �� ,',-­- -- 't.I�,­ ­ - - , k MAINTAIN XISTING D d��� Lao ��G�G�f�]9 Lao�oLQa LaGti3CGJG`tl IC� r BAS M NT & PROPOS D GR SS W 21,L70225 _\4A 0 N R I LA LA G ©. C�70[ I��IC �MC 0 R -AD I A -L-1 MU VAN Y SID NC 40 a'f f r 1. 3 _NR f;r- SURVEY FOR N LOT LINE CHANGE ( ( AT EAST MARIONEAA ° ) ° , TOWN OF SOUTHOLD MAIZION -N- Y SUFFOLK COUNTY, N.Y. 1000 -31 -08 -12.4 & 73 mow. Scale: 1": 30' nn nn Oct. 7, 2008 0 V E° •� 06-17-22 155JED FOR PERMIT i IL /' �° EGRESS WINDOW >,0�¢Q / ;, von / 37.5 x 61 APPROX. 12.4a 10 •i o / ,i '� ' a �° ° °� 50. FT 5F9��o ° vd p2 5•h It\ , vA 0 g`'li � MAINTAIN EXISTING ti a � OL01-- FINISHED BASEMENT APPROX. baa 5F UTILITIES- �i�� ZONING DISTRICT" R 40 GAS Op CABLEVISION FIRM ZONE. X OVERHEAD WIRES PUBLIC WATER AREAS 1000- 31-08- 12.4 = 34,194 sq.1t. NEW - 31- 08- 13 8,334 sq.1t. '� \ QIP PARCEL 2-- 12,080 s448 q ttt q � a w G tu 0-4 CnA � Z � OWNERS= �, 0 :2� W I—+ W Lu I— DIIANEO &1-08-12.4 SCOTT 1 4 nn U VA EY \ !� W Z rr 225 MARION LANE L N ` •k ti V J & BI TTYRIONJ. SRESLOFF39 Z lt_ 730 SAY AVE. EAST MARION, N.Y. 11939 V, E4 W W O ►� U u 'I000 -31- 08- 13 CONTOUR UNE:'a ELEVATIONS ARE iEFFRENCEO TO THE BETTY J. BRESLOFF t FIVE EASTERN "'OWNS TOPOGRAPHIC MAPS ►� 0 "t o —4— 730 BAY AVE. \ �k�-Y.S. UC. NO. 4961 t P-4 �i 19 EAST MARION, N.Y. 11939 ANY ALTERATION OR ADDITION TO Th IS SURVEY 1S A WOLATION FCONIC SU DRS, P.C. OF SEC77OlN 72a)OF" THE NEg' YORK STATE£DUCA17ON LAI 631) 76:5--5020 FAX (631) 765-1797 W DO 1.4 EXCEPT AS PER 5£cTGW 7209--,A)8&NSICVN 2 ALL CERTIFICAPONS P.0. BOX '09 Z HEREON ARE VA'.JU FOR TMAVD MAP VO CORKS THEREOF CWL Y IF x=MONUMENT SAID MAP OR C;'OIES BEAR THE 1UPRESSED SEAL OF INE SURVEYOR 1230 TRAvaER STREET a � CQtp/pF HOSE9ONATLREAPPEARS HEREON SOUTHOLO, N.Y11971 108-160 � E Z Z w O Z Z 1�-1 wA W II• 40-0' I I i; 1 1 ;t; f�J q5C. LE: INFORMATION PROVIDED BY OTHER5 FOR REFERENCE ONLY. SEE 516NED AND SEALED SURVEY 0 20' 40' 80' TOWN OF SOUTHOLD IEEE:22-05c Dim^lel NC INDEX PROJECTS-22-05a DWG• INITIAL LATEST 155UANGE NO. DRAWING TITLE _ 155UANGE REV15ION NO. DATE T-I TITLE SHEET 06-17-22 A-I SGHEDULE5, NOTES $ DETAILS 06-17-22 A-2 EXISTING FOUNDATION PLAN, NOTES AND DETAILS 06-17-22 TAXMAP# 5 1 OF 5 G. 31 SLK 08 LOT 12.E-� 13 TABLE 3.1 FASTENER SCHEDULE FOR STUGTURAL MEMBERS FRAM � A * ,� I * I ^ NOTES:O���• SIMPSON TSTA 30-18CCA. JOINT DESCRIPTION NUMBER AND TYPE OF NAIL 5PACIN6 A I v I I\�I�(`-/7 ROOF FRAMING 2" x 8" RR a ib" O.G. RIDGE STRAPS AT EA. Rafter to ToI2 Plate Toe-nailed 3-8d RAFTER. er rafter I. ALL FRAMING LUMBER TO BE GRADE STAMPED DOUGLAS FIR-LARGH TYP. ROOFING Ceiiln Joist to To Plate Toe-nailed 3-Sd er Joist STRUGTURAL GRADE NO. 2 OR BETTER. OR Ceiling Joist to Parallel Rafter Face-nailed 4-16d each IoI2 2. ALL EXTERIOR FRAMING TO BE STRUCTURAL GRADE GGA TREATED LUMBER. 6elling Joist LaI25 over Partitions Face-nalled 4-I6d each IoI2 3. ALL SHEATHING TO BE AP.A. RATED, EXPOSURE 1, 1/2" MIN. THIGKNE55. I" MIN. AIR SPACE 2"x4" COLLAR TIES AT Collar Tie, to Rafter Face-nailed 4-8d 12er tie PERIMETER PANELS AT EDGE OF ROOF 4 MALL CORNERS TO BE NAILED ® 4" O ABOVE INSUL. 16" O.G. DOWN Blockin to Rafter ?To -nailed E 2-8d each end IJOISTS Rim Board to Rafter nd-nailed 2-I6d each end 4. U5E 501 ID BLOCKING OR X- BRAG NG BETWEEN ALL O @ &SEAMS. . MAX. 5PAG1 BETHEEN LING JOIIDDOE AND WALL FRAMING 5. PROVIDE DOUBLE FRAMING UNDER ALL POSTS B PARALLEL PARTITIONS. L�G3��G70f�C�lr u Top Plate to ToI2 Plate (Face•-nailed 2-I6d er foot b. ALL FLUSH NO. CONNECTIONS TO BE FASTENED W/ RATED GALV. METAL 5 Top Plate at Intersections Toe-nailed 4-I6d I IoInt5 - each side GONNECTORS BY 51MP50N (OR EQUAL). + + + + Stud to Stud ace-nailed Ibd 24" o.c. Header to Header FaLAG BOLT NAILER W/ (2) + + + + ilii fni©�'•.[~OMF [A\ 'C�MMfE, ce-nailed 2-Ibd I6 o.c. alon ed es G I O G y�%C�'GC�[SG�D9 [ 117 Of] To or Bottom Plate to Stud nd-Walled 2-I6d 3/8"cP x 4 1/2" BOLTS © 32" O.G. er 2x4 stud 3-I6d per 2x6 stud 4-I6d per 2x8 stud Bottom Plate to Floor Joist,Band olst,End oist or Blockin ace-nailed - per foot TYP EXT. -- TEGO EA. R.R. TO 2"xb" NAILER WINDOWS / 5L. GL. DOORS AS MANUF. BY MARVIN, INTEGRITY W/ INSUL. FLOOR FRAMING GLA55, IMPACT RESISTANT 8 DESIGN PRESSURE RATED AS REG'D BY WALL (2"x4" IN ° Joist to 5111 Top Plate or Girder Toe-nailed) 4-Bd 12or Joist CODE OR USE: STRUCTURAL PANELS FOR STORM PROTECTION- ATTIG 5PAGE5) PROVIDE PRECUT, PREDRILLED PLYWOOD, 7/16" THICK. --- Grid in to Joist Toe-nalled 2-8d each end "- Bloc in to Joist Toe-nailed 2-Bd each end INGLUDE ATTACHMENT HARDWARE: 2 1/2" NO.8 WD. 5GREW5 Blockin to 5111 or To Plate Toe-nailed - each block ® Ib" O.G. F/ SPANS UP TO b FEET, AND 0 12" O.G. F/ Led er Stri to Beam Face-nalled 3-I6d each Joist SPANS BETWEEN 6 8 8 FEET. �p " Jols on Led er to Beam Toe-nailed 3-8d or Joist BUILDER TO VERIFY d CONFORM TO ALL REQUIREMENTS. REVIEW OPTIONSQ. Band Joist to Joist End-nalled 3-I6d er Joist WITH OWNER. "°' Band Joist to 5111 or Top Plate, (Toe-nailed) 2-Ibd er Joist ` A 1 OPTION: PROV. 1"x4" PIGTURE-FRAME TRIM (ALUM. GLAD) TO ATTACH 5TRUGT. ROOF SHEATHING PANELS. PREDRILL HOLES F/ HARDWARE, PROV. PLA5TIG INSERTS TO PROTEGT . Structural Panels 8d b" ecie /6" field FROM WEATHER, ETC. (VERIFY DETAILS) Diagonal Board 5heathtn "x6" or I"x8" supportN W"V " 2-8d or MAINTAIN I" CLEARc ' 1 t FOR VENTILATION. I xl0 or wider - per support CEILING SHEATHING NOTCH RR F/ sum Wallboard5d coolers 1" ed e / 10" field CLIMATIC � G F O G R A FIH I C 5HEATHING +6 WALL SHEATHING TECO Structural Panels 8d b" edpe / 12" field EA. _15T. 2-51MP50N "1-12"CONNEGTOR5 Fiberboard Panels I6" G. (ONE EACH 51DF rod 3" edge b" field DESIGN CRITERIA: oR,(�3U M 0 25/32" 8d 3" edge- /6" field 2"xb" AMERICAN FOREST AND PAPER A550G I ATI ON (AF a PA) R-30 IN5UL. G J. 06-17-22 ISSUED FOR PERMIT sum 8d b" ed Wallboard 5d coolers 7" ed e / ield lo" field WOOD FRAME GON5TRUGTION MANUAL FOR ONE AND Hardboarde / 12" f Particleboard Panels 8d 6" edge, / 12" field TWO- FAMILY DWELLINGS. (2001 EDITION) Diagonal Board 5heathtn TOP, ROOF. TIES: 1"xb" or 1"x8" per support I"xl0" or wider 3-8d er su ort SIMP50N "H7" FLOOR SHEATHING GROUND SNOW LOAD 20 P5F CONNECTORS ® 16" O.G. U.N.O. "X4" Structural Panels HIND SPEED sSOUTHOW 130 MPH (3 SECOND GUST) I" or less 8d 6" ed e / 12" field greater than I" IOd b" ed e /b" field WIND EXPOSURE GATEGORY B ( SUBURBAN, SEMI-WOODED) Dia onol Board 5heathing SEISMIC DESIGN CATEGORY C I"xb" or 1"x8" 2-&d per support x o or wider 3-8d per support WEATHERING AREA SEVERE U.N.O. ROOF SHINGLES I ICE SHIELD YES Asphalt roof shingles Ealy.stl.,min.12 ga.shank w/a min.3/8"dia.head.fastener shall penetrate through the roofing FROST LINE DEPTH 3'-0" materials and a min.of ffion 4 fasteners per rip Into roof sheathing and shall roofing manufacturer and provide no less TERMITE AREA MODERATE TO HEAVY 1 Nailing requirements cre based on wall sheathing nailed Won center at the panel edge.If wall sheathing 15 nailed Yon center at the panel edge to DECAY AREA SLIGHT TO MODERATE obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors,such as shear plates shall be used to maintain the load path. WINTER DE51ON TEMP 11 2 Nailing requirements are based on wall sheathing nailed 6"on center at the panel edge.if wall sheathing is nailed 3'on center at the panel edge to obtain higher shear capacities,nailing requirements for structural menbers shall be doubled,or alternate connectors,such as shear plates shall be DOUBLE TOP PLATE used to maintain the load path. NOTE: ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE REFERENCE NOTES: HEADER REQUIREMENTS OF 50UITHOLD BUILDING DEPARTMENT AND THE FOLLOWING: GOD I\ I �t THIS APPLICATION/ PROJECT WILL CONFORM TO THE 2020 RESIDENTIAL Z FULL HEIGHT 8308 Glazing at hazardous locations shall have glazing protection in conformance with r308. In general,glazing In = STUD GORE OF NEW YDRk: STATE g g g p g g ng all doors and fixed side panels,Glazirlgs less than b0"above surfaces of tubs showers,etc.Glazing within 24" ENGINEERED STRUCTURAL COMPONENTS AS PER ASCE 7-10 arc of doors to closed position with sills less than 60"above floor.Glazings over q square feet and less than I6" above finished floor.Glazing near stairways/landings.See complete text of 8308.4.Glazing for specifics on I- " x 18 GAUGE HEADER TO STUD: BY 51MP50N L5TA;21 CODE GOMPL I ANGE:_ locations and exceptions. STEEL GOL I ED JACK STUD CONNECTOR H/Ib-IOD FA5TENER5 THESE PLANS HAVE BEEN PREPARED UNDER THE 2020 RE51DENTIAL CODE OF NEW TYP. FLOOR STRAP NO. 6515 YORK STATE. ALL DETAILS AND INFORMATION HEREIN IS CERTIFIED BY THE 8308.6 Skylights and sloped glazing shall comply with this section and have fully tempered glazing. BY 51MP50N LISTED DESIGN PROFESSIONAL AND IN COMPLIANCE WITH THE FOLLOWING: JOIST UNDER JOIST02" R30q Garage opening protection and separation required to be as noted and in conformance with R30q.Garage END LENGTH) 16" I. 2020 INTERNATIONAL RESIDENTIAL CODE FOR ONE AND TWO FAMILY HOUSES floor surfaces shall be.sloped to facilitate the movement of liquids to drain toward the main vehicle entry WINDOW SILL 2. 2020 NYS UNIFORM CODE SUPPLEMENT doorway. O.G. PLATE 3. 2020 1EGG BOX BEAM. STUD TO PLATE: 4. ENGINEERED STRUCTURAL COMPONENTS PER A5GE 7-10 R310.1.1 All emergency escape and rescue openings shall have a minimum net clear opening of 5.1 square feet. MATCH FJ S STUD TO "HAUS" UPLIFT 5. WOOD FRAME CONSTRUCTION MANUAL 2018 EDITION FOR ONE AND TWO STORY 24"minimum clear opening height,20"minimum clear opening width,44"max still height. FAMILY DWELL I NG5 CONNECTOR W/ " DIA. FINAL,INSTALLED 5TAIRWAY5,HANDRAIL5,6UARD5 SHALL BE INSTALLED IN RILL CONFORMANCE WITH THIER CONNECT AT CORNERS .n THERE SHALL BE NO DEVIATION IN CONSTRUCTION PRACTICE FROM THE RE5PEGTIVE CODE 5EGTION5.ARGHITEGT 15 NOT RESPONSIBLE FOR THESE IN5TALLATION5. 0 REQUIREMENTS OF THESE DOCUMENTS. OF BUILDING AND AT w 8314 5tairwa s shall not be less than 36 inches in clear width at all points above the permitted handrail het t BOTTOMMLATE ENDS OF SHEARWALLS. - MATERIALS SHOWN AND SPECIFIED ON THESE PLANS HAVE BEEN CHOSEN BASED y P P ' 1�4 ON PERFORMANCE DATA AND MANUFACTURERS RECOMMENDATIONS. AND and below the required headroom height.Handrails shall not project more than 4.5 Inches on either sideof a SUBSTITUTIONS WILL BECOME THE BURDEN AND REASONABILITY OF THE stairway and the minimum clear width of the stairway at and below the handrail height,including treads and A W t- CONTRACTOR TO VALIDATE THE COMPLIANCE WITH CODES AND TESTING landings,shall not be. less than 315 inches where a handrail is Installed on one side and 21 inches where handralls W U Ul PROCEDURES, INGLUDING THE PRODUCTION OF ANSI TEST RESULTS , AAMA TEST are provided on both sides.The maximum riser height shall be 825"and the minimum tread depth shall be q" In �+ ;Z, RESULTS, ETC. conformance with R3142.Minimum headroom 6-8'.All stairs shall be provided with Illumination In accordance with Q 5ectlon R303.4.Enclosed accessible space under stairs shall have walls,under stair surface and any soffits � W A M protected on the enclosed side with 1/2-Inch gypsum board. Z W 0 W Ila R315.1 Handrails having a minimum and maximum heights of 34 Inches and 38 Inches,respectively,measured (n vertically from the nosing of the treads shall be provided on at least one side of stairways.All required w GENERALNOTES handrails shall be.continuous the full length of the stairs with two or more risers from a point directly above the Z U1 top riser of a flight to a point directly above the lowest riser of the flight.Ends shall be,returned or shall Z terminate in newel posts or safety terminals.Handrails adjacent to a wall shall have a spce of not less than 15 ~ i Q ✓'� O Z O I. All electric work shall comply with the National Electrice Code.Electrician shall obtain fire underwriters Inches (36mm)between the wall and the handrail.The handgrip portion of handrails shall have a circular cross U) C0 Z P4 C Z section of 1-1/4 inches minimum to 2-5/8 inches maximum.Ede radius of I/8". r--i 0--i certificate for all electric work and shall submit to owner.Provide all outlets and Junction boxes required g �, O Q+ � for all appliances,pumps,equipment,etc.Contractor shall review service requirements,all lighting,outlets, rn fixtures,phone jacks,T.V.cable jacks,etc. with owner as required for the full installation and satisfaction 8316.1 Guards are to be a minimum of 36 inches(gl4mm) In height.Open sides of stairs with a total rise of more W Cj a 4 v i than 30 Inches above the floor or rade below shall have guards(each side)not less than 34 inches In height of owners requirements and code compliance and shall provide same.Architect is not responsible for 9 9u electrical designs for this project in any capacity. measured vertically from the nosing of the treads.(second story guards are recommended to be higher) TYP. FND. TIES: a 2. All plumbing work shall comply with the National Plumbing Code and all local codes.Contractor shall SIMPSON "HOU5" Qi C\2 L review with the owner the requirements for plumbing Installations including but not limited to fixtures,trim, 8311.1 single and multiple-station smoke alarms shall be installed in each sleeping room,outside of each separate TYP. ANCHOR BOLT: U� accessories,etc.and requirements for water service and domestic hot water. Architect Is not responsible sleeping area the Immediate vicinity of the bedroom,on each additional story of the dwelling,including CONNECTOR W/ (2) 5/8"DIA. 48" O.G. Z for any plumbing systems in any capacity. Contractor shall provide sanitary system in accordance with the basements.The alarm devices shall be Interconnected in such a manner that the activation of one alarm will DIA. THRU BOLTS. GOORDINATE PLACEMENT i- 4 E-4 Z W owners approved site plan and shall coordinate all Inspections required for approval of some.. And activate all of the alarms in the individual unit.The alarm shall be clearly audible in all bedrooms over backround (TYPICAL AT GORNERS W/HOLD DOWN BOLTS. VERIFY a+ Z � surveys indicating final tank locations shall be. by owners surveyor.Contractor shall provide surveyor with noise levels with all intervening doors closed.All smoke alarms shall be listed and Installed In accordance with OF BUILDING AND AT BOLT TYPE,EMBEDMENT,REBAR W A Information as required. the provisions of this code and the household firewarning equipment provisions of NFPA12. ENDS OF SHEARWALLS) ETC. BEFORE CONSTRUGTION V 3. All RV.A.G.work shall comply with Article 10 of the N.Y.5.Uniform Fire Prevention and Building Code and °° (n Energy Code. Contractor shall review all mechanical systems with owner for type of system to be provided R31q.1.2 Hall and telling finlshes not including trim,door,and window frames shall have a flame-spread o z - G W (I.E.oil, as,or electric hot water or air,etc) including air conditioning requirements. Architect Is not classification of not greater than 200.Wall and telling finishes shall have a smoke-developed index of not g g g q FLOOR -_' � 1 �° responsible for heating or air conditioning systems In any capacity. greater than 450. EXIST. FLOOR o EXIST. -\ 4. Owner shall obtain any and all required permits prior to allowing contractors to proceed with any of 8322.A vapor retarder shall be, installed on the warm-In-winter side of Insulation. J015T J015T the work. RIOOI.I Masonry chimneys shall be constructed,anchored,supported,and reinforced as required In this chapter @ G� 5. All site work includin sanitary system,utilities,easements. setbacks,elevations,drainage,retaining and the applicable provisions of Chapters 3,4,and 6 with applicable clearances to combustibles and I- " x 18 GAUGE STEEL Including y y g g flresto 1 � I- " x 18 GAUGE STEEL walls,etc.shall be in accordonce with a site plan prepared by the owners surveyor. The Architect Is not Peng• �GOLIED STRAP WRAPPED �GOLIED STRAP WRAPPED responsible for site designs of any type in any capacity. UNDER SILL AND OVER UNDER SILL AND OVER b. All work shall be performed licensed contractors whom are experienced with the a of work being R801.1 Attic access.An attic access opening shall be provided to attic areas that exceed 30 square feet and P � �! P �P g EACH STUD W/ 12" MIN. EACH STUD W/ 12" MIN. P erformed.All contractors 51`011 maintain liabili insurance and workers coinP enation Insurance in have a vertical height of 30 inches or greater.The rough-framed openinh shall not be leSTUD BEARING. NO. G518 ss than 22 Inches by 30 G° ,2(DuJiLN��r#L 22-050 connection with all work being performed In project. Inches and shall be located In a hallway or other readily accessible location.A 30-Inch minimum unobstructed STUD BEARING. NO. G518 1. All materials,systems,equipment,fixtures,etc.shall be installed in strict compliance with the headroom in the attic space shall be provided at some point above the access opening.See section M1305.1.3 BY SIMPSON BY SIMP50N manufacturers written specifications and Installation instructions including all clearances for service,etc, for access requirements where mechanical equipment is located in attic. P 9 R-30 INSUL, R-30 INSUL. ��' o ��� PROJECTS-22-05q 8. All contractors shall warrant their work In writingto the owner for a minimum period of two ears. W/ VAPOR BARRIER UP P y W/ VAPOR BARRIER UP n �L�D _r ° q. The Architect shall not have control or charge of and shall not be responsible for construction means, 8806.1 Combustible Insulation shall be separated a minimum of 3 inches from recessed lighting fixtures,fan motors, �. • methods,techniques,sequencers,or procedures,or for safety programs in connection with the work or for and other heat-producing devices or separated in accordance with the conditions stipulated in the fixtures listing. FOUNDATION _ z :� �• _ z acts or omissions of the contractor,subcontractors or an person performing an of the work or for the Recessed lighting tntalled In the building thermal envelope shall meet the requirements of 5ectlon N1101.3. �0 F y P P 9 y WALL FOUNDATION •. failure of any of them to carry out the work In accordance with the Intent of the contract documents In that GRP`DE-- WALL �. ----------GRADE.. L)G�I���V�'9��.Q - P y responsibility DES I (7N LOADS: said res onsibilt Is the sole i°es onsibllit of the contractor. ..a . ; - 10. All exterior doors,roofingshingles,trim,siding,etc,shall be reviewed and approved b " 9 9 PP y owner. .� PITCH FINAL GRADE ,� �� •° PITCH FINAL GRADE 11.All interior finishes Including but not limited to walls,flooring,tile,etc.shall be, reviewed with and AWAY FROM WALLS TYP. AWAY FROM WALLS TYP. approved by owner. LIVE DEAD 12. All miscellaneous Interior items including but not limited to doors,trim,fireplaces.closet shelving,kitchen cabinets,shelving.hardware,etc.shall be reviewed with and approved owner. 20 10 ROOF SNOW LOAD: g pp by PER .12 PITCH 13.Where existing wails,posts etc. are removed it is the responsibility of the contractor to provide 40 10 DEGK5 / PORCHES temporary support,shoring,bracing,etc. as required. 40 10 ROOMS OTHER THAN SLEEPING ROOMS 30 10 SLEEPING ROOMS 20 IO ATTIG5 WITH STORAGE 10 10 ATTICS WITHOUT STORAGE 2 OF 5 TAXMAN'# SEG. 51 E3L.K Ob LOT 12.4 � 13 2T5 noo1%K00ME 'QW[NHUFR G3EWE132MELKD, MW TC,-)0T A-2 1 HR FIRE 28xi2 5TOPPIN6 EXI5TING MINERAL WOOL GIRDER IST FLOOR BASEMENT NOTES: � EX. FJ TO REMAIN Lkms. BASEMENT ARE NOT TO BE USED �,+ „ HR UP TO FOR 5LEEPIN(5 OR COOKING. SELF BILGO (1'-2' CL6) BASEMENT CAN NOT BE U5ED CLOSING DOOR { A5 A 5EPARATE LIVING UNIT. DOOR z BASEMENT U5E FOR APPROVED USE ONLY 11 �� �• ;�.' • .__�, } :: ;. GYP BD PAINTED xl DROP SOFFIT 24-� AIR K IF Mr ABOVE MEGH -. . NIL —— 13 1 NSUL BATT (6'-10 - - - - - " 61-6)—�- - - - - - - - - - - - --- ROOM (UNFINISHED) 2x4 5T11D5 0 161, O.G. pi z _ O m 10 MIL VAPOR BARRIER ILI _ -j d) F -1EXISTING 8" GONG O — N FOUNDATION AND Y RIGID O —I ib L — �— r -� r —I FOOTING TYP. EXI5TING � r �� o — — —}—E) FIN5HED (— — L_ — J L— J L — , BASEMENT 06-17-22 ISSUED FOR PERMIT EX. 4" GONG. SLAB ON -' —t - - r UNEXCAVATED 6RADE m [EG. I loo 5F of 5/8° Hw (GARAGE) Q ROOM A GM i TYPE "X" GYP BD. ABOVE MEGH. BA5EMENT A-2 (y I EQUIP. EL. X EXIST. N STAIRS I O BOILER PER NYSBG I GM S E'GT�11 N UP EGRE55 WINDOW NOTES. NERAL NOTES: r' CLOSET I I THE MINIMUM CLEAR OPENA13LE AREA OF AN E6RE55 WINDOW 15 5.150 FT. FLOOR PLANS SHOWING AS BUILT CONDITIONS AND COMPLETED TO N 1 1 CLEAR OPENABLE WIDTH OF 20N AND CLEAR OPENABLE HEIGHT OF 24H. THE BEST OF OUR KNONLE06E AS PER FIELD MEASUREMENTS. WITH A MINIMUM HORIZONTAL PROJECTION OF W. THE AREA OF THE WELL THESE PLANS WERE DRAWN TO REPRESENT EXI5TING CONDITIONS. SHALL ALLOW THE EMER6ENCY E5GAPE AND RE5GUE OPENIN6 TO BE FULLY "CLOSED L SN H BASED ON A VISUAL NON DESTRUCTIVE B tV OPENED tV A-2 WINDOW WELL5 WITH A VERTICAL DEPTH 6REATER THAN 44" SHALL JEFF A ZAHN A.I.A. ARCHITECT WILL NOT BE RESPONSIBLE FOR ANY UNEXCAVATED BE EQUIPPED WITH A PERMANENTLY AFFIXED LADDER OR STEPS HIDDEN DE=ECTS OR FAULTY CONSTRUCTIONS PRACTICES WHICH ARE A U5ABLE WITH THE WINDOW IN A FULLY OPENED POSITION. LADDER NOT DIRECTLY VISIBLE A-2 - CANNOT ENCROACH MORE THAN 6" INTO THE REQUIRED 36" JEFF A ZAHN A.I.A. ARCHITECT AND CONSULTANTS HAS NOT BEEN OPENING WIDTH,AND SHALL PRO.EGT AT LEAST 3" FROM THE WALL RETAINED FOR THE 5UPERV15ION OF THI5 PROJECT OR TO FILE ANY OF THE WINDOW WELL. OTHER APPLICATION RELATED OR REQUIRED TO THI5 PROJECT. ANY DOME5 OR COVERS ON WINDOW WELL5 SHALL BE RELEASABLE IT 15 THE RESPONSIBILITY OF THE OWNER TO FILE FOR AND OBTAIN OR REMOVABLE FROM THE INSIDE WITHOUT THE U5E OF A KEY OR All REQUIRED APPROVALS AND PERMITS FROM ANY AND ALL TOOL AND MUST TOLERATE A WEIGHT OF AT LEAST 300 LBS6OVERNIN6 A6,ENGIES HAVIN6 JURISDICTION OVER THI5 PROJECT. 10 .TEFF A ZAHN A.I.A. ARCHITECT A55UME5 NO RESPONSIBILITY FOR Q•+ IF A PERIMETER DRAINAGE 5Y5TEhI EXISTS,WINDOW WELL PRE-EXI5TIN67 VIOLATIONS, GODE/ZONIN6 DEFICIENCIES AND I OR DRAINAGE SHALL BE TIED TO IT. NON CONFORMING U5A6E'S w JEFF A ZAHN A.I.A. ARCHITECT ASSUMES NO RESPONSIBILITY FOR 1"4 DELAYS IN APPROVALS BY THE BUILD. DEPT. OR OTHER AUTHORITIES A 1-4 INVOLVED. ALL BUILDIN6 PERMITS REQUIRE AN INSPECTION BY AREA r� z INSPECTOR. Z co A w 0 ` AN ELECTRICAL CERTIFICATE MAY BE REQUIRED. HOMEOWNER 15 Z w V1 z A RESPONSIBLE TO PROVIDE ACCORDINGLY. W z z p- U] � WW � z Z Q (Dsr0'NDAT10N PLAN � �, � � � ° Q Z < � � Z z -dz w � 1 BUILDIN6 LINE �i E-4 O G 3-Oil 5600 POLYCARBONATE FLAT COVER W A NOTE: A-2 00 SMOKE ALARM TO CONFORM WITH 8314 OF THE TNT 36" x 36" pq LEC END 2020 IRG. CARBON MONOXIDE DETEGTOR5 TO OF E6RE55 WINDOW FOUNDATION LINE 5PECIFICATION5 FINISHED 6RADE LINE APPROX.5"BELOW►SELL SLOPE U1 THE 2020 IRC, AND SHALL COMPLY WITH SECTION I WIDTH: 61" (AT KEST POINT OF WALL ATTACHMENT) •� 67P-ADE AWAY FROM HEH [� 00 ELEGTRIGAL LEGEND c115 OF THE 2020 DEPTH: 31.5" (F;OM EXTERIOR WALL TO STEPLADDER) � SQUARE FOOTAGE: 12.4q SQ. FT. MODEL #: TNT EGRESS �6F1 NOTE: (E6RE55 COMPLIANT) GROUND FAULT - FRAME DIMENSIONS: 36" X 56" — INTERUPTOFZ WINDOWS TO CONFORM WITH 8310.2 OF THE 2020 1 I. IN5TALLATIGN TO BE COMPLETED IN ACCORDANCE IRC, WHERE APPLICABLE WITH MANUFAGRURER'S SPECIFICATIONS. r WELL GRAFT WINDOW WELL 2. DO NOT SGhLE DRAWING. SPEVFIGATION5: GM CARBON MONOXIDE o I m __....._. " 5. TH15 DRAWI@6 15 INTENDED FOR USE BY ARCHITECTS, — WIDTH: 61 (AT WIDEST POINT OF WALL ATTACHMENT) � DETEGTOR V �' ENGINEERS,CONTRAGTOR5,CONSULTANTS AND DEPTH: 31.5" (FROM EXTERIOR WALL TO STEPLADDER) 11�1i`l'00'JC'.CIT#° 22-05q OS SMOKE DEI'-EGTOR u� DESIGN PRGFE5510NAL5 FOR PLANNING PURP05E5 - — SQUARE FOOTAGE: 12.4q50. FT. O ONLY. THIS DRAWIN6 MAY NOT BE USED FOR CV CONSTRUCTI-�N. r „ 4 AT THE OTIME r DEVELOPMENT BUT(MUST BE CURRENT = N L-ADD �50�IE° PROJEGT5-22-050 WALL LEGEND t!1 ( 6RAVEL BASE -——————- EX. 8 RE I NFORGED 111 REVIEWED AND APPROVED BY THE PRODUCT 1L LLI _ GONG. FOUNDATION MANUFACTURER TO BE CONSIDERED ACCURATE. WELL DRAIN SYSTEM -——————- WALL 4 EXIST. 1'-8" " Iv_� Jll II GONG. FOOTING 6I WELL U.1 n _ I e r a WIDTH #v EX15T WALL TO REMAINIL O WALL Lm 2"x6" OR 2"x4" IND FRAMED WALLS ® 16" O.G. w/ 5/8" G.W.B. EA. SIDE EXHAUST FAN MIN 75 GFM ��R E ��S ��S )sr 5 ALE O F 5 TAXMAP# SEG. 31 E3LK Ob LOT 12.4 13