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Home My WebLink About47701-Z Town of Southold 6/23/2022 y� P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43181 Date: 6/23/2022 THIS CERTIFIES that the building ALTERATION Location of Property: 1180 Long Creek Dr., Southold SCTM#: 473889 Sec/Block/Lot: 55.4-11 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/11/2022 pursuant to which Building Permit No. 47701 dated 4/19/2022 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: interior alterations to existing single family dwelling as applied for. The certificate is issued to Akvis,Alla&Maxim of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 47701 6/17/2022 PLUMBERS CERTIFICATION DATED e th ri Signature �o�suFFoc�.�o TOWN OF SOUTHOLD oo BUILDING DEPARTMENT C, z TOWN CLERK'S OFFICE "oy • o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47701 Date: 4/19/2022 Permission is hereby granted to: 1180 Long Creek Drive LLC 9704 Carousel Cir N Boca Raton, FL 33434 To: Construct interior alterations to existing single family dwelling as applied for. At premises located at: 1180 Long Creek Dr., Southold SCTM #473889 Sec/Block/Lot# 55.4-11 Pursuant to application dated 2/11/2022 and approved by the Building Inspector. To expire on 10/19/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $356.40 CO-ALTERATION TO DWELLING $50.00 Total: $406.40 Building Inspector pf SO!/j�ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 , �Q sean.devlin(aD-town.southold.ny.us Southold,NY 11971-0959 D�yCOU�'�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Alla Akivis Address: 1180 Long Creek Dr city:Southold st: NY zip: 11971 Building Permit#: 47701 Section: 55 Block: 4 Lot: 11 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Paul Burns Electric License No: 3897ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor 1st Floor X Pool New X Renovation X 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 6 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 2 4'LED Exit Fixtures Pump Other Equipment: Notes: Living Room HH's Inspector Signature: Date: June 17, 2022 S.Devlin-Cert Electrical Compliance Form Delf no Insulation Proposal 317 Burman Blvd. Phone: (fi31)329-7181 S Calverton,NY 11933 Fax: (631)329 7159 Proposal No.: 38442 Date: 3114/2022 Dan West Builders Job Address: SF, IN/1180 Long Creek Dr- 48110 r48110 Route 25 1180 Long Creek Dr. Southold, NY 11971 Southold, NY 11971 Fax: (631)463-6631 I Phase: Renovation-Fire caulk. Work Area inventory Item Penetrations Fn:Caulk Renovation-Fire caulk Total: C I�n I� �I 1,1ti ;� Phase: Renovation-Spray foam phase LD Work Area .. , Inventory Item MAY 2 6 2022 2x8 Closed Sloped Ceiling Closed Cell Foam-Nominal Fill Spray 2 closed cell foam(R-14)on underside of 2x8 closed slope roof she2thing_ BUILDING L)LI-1 2x4 Exterior Walls Closed Cell Foam-Nominal Fill TOWN OF SOUTHOLD Spray 3"closed Cell foam(R-21)in 2x4 exterior wall. Renovation-Spray foam phase Total: Phase: Renovation-Batt phase Work Area Inventory Item 2x8 Closed Sloped Ceiling R-19 Unfaced Insulation 2x8 Open Sloped Ceiling R-30 Kraft Faced Insulation BOK Behind Open Kneewall Radiant Shield No Tear 2x4 CLosed Kneewalls R-15 Kraft High Density Renovation-Batt phase Total: We propose hereby to fumish materials&labor in accordance with the above specifications for the sum of Payment to be made in full,plus any apprrcable sales fax,in accordance with the`Terms stated herein. All material's guaranteed to be as speafed.A!1 mark to be completed in a workman litre manneraconaling to standard practices. Anyafterafions ordeviation from above specifications involving extra costs will be executed only upon written orders and vA become an extra change and above the esr�An agreements contingent upon strikes,accident or delays beyond our c ntnA Ownerto carry rue,tomado and other nacessaryhsuuarr Our rvodcets are fatly covered by wartonaris compensation insurance-The undersigned hereby agrees that In the event legal action is inst tuted to enforce paymerd of g balance,a reasonable amohmtwill be added thereto for attorneys fees acrd legal coss—as well as the prevailing statue Interest rale from the date the original amount was due. ALL JOBS ARE C.O.D.WITH PAYMENT DUE PRIOR TO BEGINNING OF WORK ALL DEBRIS IS TO BE BAGGED AND LEFT ON WE. ALL JOBS REQUIRE A Sty%DEPOSrr AND SIGNED PROPOSAL.BEFORE YOUR JOB CAN BE SCHEDULED. THE BALANCE IS DUE IN FULL ON THE DAY OF COMPLEnON.All Bid Plan Pricing is subject to onsite Inspection. PRICING SUBJECT TO MANUFACTURE PRICE INCREASES.Note:This proposal may be withdraw by us if not accepted within 30 days. FOAM JOBS:It is advised that all persons and pets vacate the premises during the spray foam application and rare period of 24hrs there after While foam is curing.All foam is sprayed to a nominal thickness. 'ACCEPTANCE OF PROPOSAL The above prices,specifications and conditions are satisfactory and are hereby accepted.You are authorized to do the work as specified. VERY IMPORTANT- IN ORDER TO GET THIS JOB SCHEDULED YOU MUST SIGN THIS CONTRACT AND EMAIL IT TO DELFIN03@DELRNOINSUL PMONLCOM OR FAxTO 631-329-7159. Date lasperson: Fred Fumell C north fork modern home design•draft•build date: 5.23.22 project: 1180 long creek drive contractor: dan west 631-463-6631 owner: maxim akivis 917-215-5359 to whom it may concern: new insulation at 1180 long creek drive done to specs per permit#47701. huck Hirsch it q771D l/d'o Low cam-c C./<A- north fork modern home 1270 skunk lane cutchogue, ny 11935 646.416.4096 huckhirsch@gmail.com thank you . '/ Tiderunner Engineering & Design, P.C. 7 Ridgewood St Bay Shore, NY 11706 (631)-839-4824 May 20, 2022 Building Inspector Town of Southold 53095 Main Road Southold,NY 11751 Re: Insulation Inspection 1180 Long Creek Drive, Southold,New York Permit#47701 Dear Sir or Madam: The fire caulking was installed in accordance with the 2020 NYS Residential Building Code. Both the closed cell spray foam and fiberglass batt insulation was installed in accordance with the approved plans and the 2020 NYS Residential Building Code. If you have questions please feel free to call pF NEW y0 Since y, C;`Qo\5 SCHWq,p�'Q.� Louis Schwartz, P.E. 77o06 FESS�D�P JUN 1 i 2022 Ul BUILDING Utt,i. TOWN OF SOUTHOLD pF SOUI,yO� q 1'7 O #ly e# TOWN OF SOUTHOLD BUILDING DEPT. °comae 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 a&mbr4_G REMARKS: �G - RAM TOO DATE `'(—�� INSPECTOR OF SO//Ty�� # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ f 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 [ ] RENTAL REMARKS: S DATE INSPECTOR OF SOI/1,�°lo TOWN OF SOUTHOLD BUILDING DEPT. couto, 631-765-1802 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 [ ] RENTAL REMARKS: _f'� Fs�✓�4L r��c C� T_s�icrE HEms/ ®./e e cy DATE INSPECTOR INSPECTOR �l O�aOF SOUlyO L4-7 I # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 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 [ ] RENTAL REMARKS: DATE INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS b FOUNDATION(1ST) H ------------------------------------ 5 ` -tom Q FOUNDATION (2ND) ail z N047 `c -014 To T tm w ROUGH FRAMING& t PLUMBING -N lZ i SzG�/ � Gss l9L W-6D Tc �/L�9-Tr�ri G�/C r'Gz l INSULATION PER N.Y. y STATE ENERGY CODE -7-7 r-7&M Eic-�rtZcPf- 7-7141097-E r c-a z , g Dc-sxw eno cc-rtrpF�- S(PAYr FINAL ADDITIONAL COM ENTS O� Flo Fo z, )tic--, A, a � z x x d b y CGenerated by REScheck-Web Software �J( Compliance Certificate Project 1 Story Addition Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1180 Long Creek Dr 1180 Long Creek Dr Louis Schwartz Southold, NY Southold, NY Tiderunner Engineering &Design, PC 7 Rdgewood St Bay Shore, NY 11706 • . trade-off Compliance: 0.3%Better Than Code Maximum UA: 302 Your UA: 301 Maximum SHGC: 0.40 Your SHGC: 0.32 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. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements., Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. U-Factor UA UA Perimeter Ceiling: Flat Ceiling or Scissor Truss 1,409 21.0 0.0 0.047 0.026 66 37 Ceiling 1: Cathedral Ceiling 521 28.0 0.0 0.037 0.026 18 13 Skylight: Metal Frame w/Thermal Break 26 0.270 0.550 7 14 SHGC: 0.31 Wall:Wood Frame, 16" o.c. 1,491 13.0 5.0 0.057 0.060 72 76 Door: Solid Door(under 50%glazing) 20 0.310 0.320 6 6 Door 1: Glass Door(over 50%glazing) SHGC: 0.32 40 0.290 0.320 12 13 Window:Vinyl Frame 162 SHGC: 0.32 0.290 0.320 47 52 Floor:All-Wood Joist/Truss 1,930 25.0 0.0 0.038 0.047 73 91 Compliance Statement. The proposed building design described h e is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed Ilding been desi ed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comp) he man ry req it nts lis d in the REScheck Inspection Checklist. OF NE Louis Schwartz P�� Wyo� 4/1/22 Name-Title natur Date r W Project Title: 1 Story Addition 4p �, Report date: 04/01/22 Data filename: '��fESSIONa Page 1 of 9 g11fF1Jtq �pa� TOWN OF SOUTHOLD—BUILDING DEPARTMENT z Town Hall Annex 54375 Main Road P.O. Box 1179 Southold,NY 11971-0959 �► � ' Telephone(631)765-1802 Fax(631)765-9502 haps://www.9outholdt6wnny.2ov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only n FEB 1 1 2022 PERMIT NO.-4-7- 0 f Building Inspector.. BUILDING DEPT TOWN OF SOUTHOLD ' d s IR 9R WEt2r ra J _ .ta .�:, Mete .y Date: 5:- _.r .:�.: �cy.��:�'-•��J•''-•„=q.'�:�A r','i 4 -�;,9«=i.�'•�' ��q:<yK,:..�;-�' "*F:-:rz+ A=r - �'..^:;v r-1 v+.yF O. ��5 �� SPE `�` �� . ;, - �-Va� r��•'-.�.. �� :,�� .. x,. �-. � [$ � {� "�. ,.=`�r.'"Aa�.:C�•ast�s �*,��`:�+.i ',�'"`�i'y5�'��'i.'�,��• +L,sT�.',�is..,� dim-':.�'fie;,''f ��9g-yy�.��. p'�"",y�'�,.�`.`"�.,..:�=r '�r.��• 'n•�'a's��a�aiizw4�'=-' aS!:�:�,`�:sisS:'f�..>S�.r>as�i� ��'�:t?�."c',.��;s::�,�� ^aar��`�i�-�i��"�a�L�'"'' "�.��u�..� '�g. Project Address: ✓/�® L®� cv-�e�� /�y'7✓ Phone'#• Efriail: Mailing Address: _- �'a v x e a`q.:a .w.,Ca-^s•.J" � �Y'y+''''. ,:;,xri' .'- ,,_A,,r�,.,{..�d 3.,W rr: t^�x `rt�> _-(:Lei;A}k;•s ". , .1: �%ia a"':x":,;�wa ->t'='.�}.ta:.t'rF`�'�„'t a:�+�.+:c � d/A.�' l? ��.. ^yri�'�?"�^ �; �FSr .�'� D rt' ^,"`TM'v. A�.'t• .J -z7i: l � j. w.•� ,,�„i ,s ' .i,' .s. i, y,•r'�r�4y;c Name:, Mailing Address: '75- Phone#: Phone#: &7/ -- Email: p _.�,� ,�,:-:•S� - 'ya'.;.x -.. .'?moi _ - ,'x�"�"��a—. c:fi.�q._ :.,t4.'r Y. r �: �e,;,,,xc��::; 's� c :e.�,ar:�u�:'�''-'w:�:-.� �"��--.�'•i ��x;. ' '`�� ;fi^rr s >.:. �r•'''T's�..,� ��..e, Name: ��- Mailing Address: Phone#: 3 0 -�� S ��._ Email: - •,.fi." n,tit. 'r':Y.'d.”-,Y.c:t:^'.' .T{k„ '�:i=t.. �':pY?!- -t�.:�'' _ ��:' r'r'-�"F: ,;�,.rtwN• _a;r- �•rr�: CONI C"IQ .a-WA ;.tea Name: Mailing Address: �- Phone#: Email: .: ice ,'�• =�=-: _ - ESCRI :IUt�r"�OR:`PRUPOSE COIi15'. "rte _,V ..; i" �7\,+.�i Lt�YY:,. .�S''^'�+s 'fir.s'. :4,-.s-.ye`g�s. -��..•i?� -i5-� Rye=_„i;'tw.•«�5,.,t�..� ,--.-:c..'��.+�,1�f wryer a � �.' ^K•=.v.'z'�x`°�,..r.>.^.,'v��, ❑New Structure ❑Addition Alteration ❑Repair ❑Demolition Estimated Cost of Project: [--]Other Will the lot be re-graded? ❑YesNo - Will excess fill be removed from premises? 11Yes VNo 1 . . ....,., PROPERTY IIYL:OItMATION_, . ;.,,. _ .,.�: •,.;,,. Existing use of property: r�9'� L..��_� Intended use of property.- Zone roperty:Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? DYesANo IF YES,PROVIDE A COPY. Check Boz After.Reading: The owner contractor/design professional is responsible for all drainage-and stone waterissues as provided by' Chapter 236,of the Town Cotte.APPLICATION IS HEREBY MADE to the Build'mg Department for the issuance of Pen a:Building, 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,alterations orfor.rerrioval or demolition as herein described.The applicant agrees to comply with all,appliicable laws,ordinances,building.code, housing code and regulations and to admit aut prized inspectors on premises and in build'ing(s)'for necessary inspectio s.False-statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 ofthe New York State Penal law. Application Submitted By(print n e): JAI-V NAuthorized Agent ❑Owner Signature of Applicant: .-___ Gf Date: �— STATE OF NEW YORK) SS: COUNTY OF S' •�/� A'L' �� being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contracto ,Agent,Corporate Officer,etc.) of said owner or owners,and is duly,aut or 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 H day of e r 0 ,10=A 202.,,?— ac, q� 0— Notary 0 ,,?— Notary Public TRACEY L.DWYER PROPERTY OWNER AUTHORiZATIGIRIARYPUBLIC,STATE OFNEW YORK NO.01 DW6306900 (Where the applicant is not the owner) QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2Q� I, 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 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex 54375 Main Road - PO Box 1179 4.3 Z� Southold, New York 11971-0959 Telephone (631) 7651802 - FAX (631) 765-9502 rogerr,@southoldtownp_v. ov - seand southoldtoj�. ov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: 3 /31 /2022 Company Name: Paul Bums Electrical Contractors Inc Name: Bob Bums License No.: 3897-ME email: pbumsjr@optonline.net Address: PO Box 1061 Southold, NY 11971 Phone No.: 631-365-4735 JOB SITE INFORMATION (All information Required) Name: Akivis Address: 1180 long Creek Drive Southold Cross Street: Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: Block:, Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Wire living room lighting Circle All That Apply: Is job ready for inspection?: LNO ) (Rough In Final Do you need a Temp Certificate?: YEb / NO Issued On Temp Information: (All information required) Service Size I Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead 1# Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 4v, Request for Inspection Form.As PERMIT# Address: Switches I Outlets G F I's Surface Sconces H H's All UC Lts Fans Fridge HW Exhaust Oven W/D Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer AC AH Hood Service Amps Have Used Special: Comments 1180 LONG CREEK DRIVE SOUTHOLD, NY 11971 SCTM# 1000-55.-04-11 Nail Sizes Joint Description common nails U.O.N. Nail S acin ROOF FR GIRDER AS SPECIFIED FRAMING A ' = Rafter to Top Plate(Toe-nailed) 3-8d per rafter Ceiling Joist to Top Plate(Toe-nailed) 3-8d i perjoist • BLOCKING PER Ceiling Joist to Parallel Rafter(Face-nailed) 3- 16d each lap MANUFACTURES SPEC. north fork modern home Ceiling Joist Laps over Partitions(Face-nailed) 4- 16d each lap • (1)CS METAL / JOIST AS SPECIFIED Collar Tie to Rafter(Face-nailed) 2-8d per tie STRAP PER STUD design•draft•build Blocking to Rafter(Toe-nailed) 2-8d each end ; w/(8)8D COMMON • METAL HANGER PER S (1)CS18 METAL STRAP NAILS PER END MANUFACTURES SPEC. PER STUD w/ 8 8D " ( ) - -- - -- ---- --- -- • Rim Board to Rafter End-nailed 2-16d each end O 631-876-5319 COMMON NAILS PER 12 WALL FRAMING END LENGTH no omo o.com uck hirsch Top Plate to Top Plate(Face-nailed) 1 2- 16d 1 per foot Top Plates at Intersections(Face-nailed) 4- 16d joints-each side 1 Typical Joist Hanger Stud to Stud(Face-nailed) 2- 16d 24"o.c. Not To Scale Header to Header(Face-nailed) 16d 16"D.C.along edges ANCHOR BOLTS I , Top or Bottom Plate to Stud(End-nailed) 2- 16d per 2x4 stud I, - RAFTER 2- 16d per 2x6 stud L`a (1)SIMPSON H2ASTRAP PER 2- 16d per 2x8 stud -' RAFTER w/(12)8d COMMON NAILS Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blockirg 2- 16d 1'2 I per foot MASONRY WALT_ • - WALL PLATES - - � - � ----- - (Face-nailed) - - ___�__ DTT1Z DTT1Z — 7501b.Ambty - STUD WALL -- FLOOR FRAMING •, <- -w » ' ! Condlt)on 1 - HotaloWn Cannot Be In*W" I Joist to SIII ,Top Plate or Girder(Toe-Walled) 4-8d per foist �- - � i I _._ Flesh With 11 MI Sheat!1", , Bridging to Joist(Toe-nailed) 2-8d each end ANCHOR BOLT Blocking to Joist(Toe-Walled) 2 8d each end E ,::.. . _ - ' " '' ' to �' ' Connection A O.C. (TYPICAL) Blocking to SIII or To Plate Toe-nailed 3- 16d each black ' � toL is or �1e 1c *, 1 Rafter/Plate/Stud , g P ( ) First Floor & Sill Anchors ,� < ewpytrngntt +w Oto r* stnrhrrm 2 „ 12"FROM CORNER Ledger Strip to Beam(Face-nailed) 3- 16d each joist 8 ,®X m'n.�i a �, .• Not To Scale Not To Scale „ a ,! ,moo a oto cx nc* x Joist on Ledger to Beam(Toe nailed) 3-8d per joist - ` r I 4 cj Oyn ;Gtblja��snd'-n'rtl:nt , LtxT^wr a�r^+a eanct*:rs may b0 re�sared to en°:Atre a Band Joist to Joist(End-nailed) 3- 16d er oist I e m 3•ihrrl j P i ! prry Arw•'bn by a fv/ttvr�e1 Band Joist to Sill or Top Plate(Toe-nailed) 2- 16d 1 per foot !. 3 min i or SM1e,+Dr"SDOM Th ►max HDG • - - -- - - -- -- - - l - - - I.� _ a into the Wns frpmryJ ROOF SHEATHING - - i SEE NAILING SCHEDULE DTT1Z ColnslRl�sst 2-Tc of Yda+l!PIt3Ra D! Mr*t WALL STUD Structural Panels 8d I Do not over-drive Ali'"with eoffm of Deck Joist anchoring screvr Ttte201612018 IDD 1?: a'�cn•rs a t 1 n kwet,�d ~✓ ; ' on the bottom Df tl'� "..Hao ,On DTT,Z Diagonal Board Sheathing j 3 2 3 3 2 ••3 ;- Predri{!v,�diameter hole Lor fully threadedwns teF!e�4 and d „,, , 1 ft^nas r�o Header & Post Tie Downs x 6' or 1 x 8" 2-8d per support i lag screw Predrilling not re7uired n•.'it!I e�; U,ne�ex" , ,fi"of a 2x rras�r*_w, 7 Not To Scale 1"x 10"or wider i 3-8d per support Strong Drive SDI'JH Timber-Hex er Hex HDG scre.M. tri DTT1Z to be ir>e*n! i et kr. ;Mown — FLOOR JOIST I --- - - --- - -- --- -- -- ---- - + t dr.-el Oft-,, �C e CEILING SHEATHING .� { Gypsum Wallboard 5d 7"edge/10"field 2 1 2 2 1 2 WALL SHEATHING -- WALL STUD Structural a Panels 8d (see table 3.9) Fiberboard Panels (1)CS18 METAL FI'C Resistance 7/16" 6d 3"edge/6"field STRAP PER STUD �'I-?TV-i cl1 n r_�, t Ire i.aZ.=rci Cl�.lsifirt.t c�l 3 2 3 3 2L31 w/(8)8D COMMON ---- -- - -- 25/32" 8d 3"edge/6"field NAILS PER END , 7"edge/10"field Intetios Wall Gypsum Wallboard � 5d g Ga�'e-Rocf.P.an_1Q-te A5 d�recs Hardboard ! 8d (see table 3.9) SHEATHING 2 x 1•fRTtzud ---- t r.'! 6+5'T�Cex.rvel Particleboard Panels 8d (see table 3.9) Stud Straps @ Second Floor BOX NOTE: SIDING 3 # �:-` (,. '. Diagonal Board Sheathing i THIS DETAIL IS APPLICABLE WHERE FLOOR JOISTS ARE FLASHING FOR Not To Scale 1"x 6"or 1"x 8" 2-8d per Support a 2 2 3 PARALLEL TO DECK JOISTS. WATER TIGHTNESS 1"x 10"or wider - - - -- { 3-8d -- Per support DECKING MATERIALS TIME -- - - SHEATHING -- Structural Panels APPROVED JOIST HANGERS FLOOR SHE _ _ _ 6-F+" TYPA X Gyrortin SnnVfs 4C - - o E Toed Studs(16"o.e_) 2C CARRIAGE BOLTS 1"or less I 8d 6"edge/12'field 2•MIN. 2x LEDGER WITH FASTENERS g M ACCORDANCE WITH TABLE R507.2 � TcA,al I;atlnq r~r; greater than 1" '' 10d ' 6"edge t 6"field �� 2 1 t 2 (2)2X GIRDER Diagonal Board Sheathing HOLD-DOWN DEVICE MIN 750 LB.CAPACITY j FLOOR JOISTS AT 4 LOCATIONS,EVENLY DISTRIBUTED 1"x 6"or 1"x 8" 2-8d per support ALONG DECK AND ONE WITHIN 24'OF EACH i END OF THE LEDGER.HOLD-DOWN DEVICES WOOD POS_ 1"x 10"or wider 3-8d per support SHALL FULLY ENGAGE DECK JOIST PER - - - - - HOLD-DOWN MANUFACTURER. 1 Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge. If wall sheathing is •• POST ANCHOR nailed 3"on-center at the panel edge to obtain higher shear capacities ,nailing requirements for structural 3 2 2 L3J A FULLY THREADED 3/o DIAMETER LAG members shall be doubled,or alternate connectors ,such as shear plates ,shall be used to maintain the load ( SCREW PREDRILLED W/MIN.3•PENETRATION path. TO CENTER OF TOP PLATE,STUDS,OR HEADER. "`•, 2 When wall sheathing is continuous over connected members ,the tabulated number of nails shall be Cis:EDr•Ran r_tc 10 d2gl I For SI:I inch 25.4 mm. permitted to be reduced to 1 - 16d nail per foot. FIGURE R5072.1(2) -- - CONCRETE PIER P PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS ROOF SHEATH AGN FF :r.l r F Zonc 1 Zone 2 Zone 3 4 Deck Railing/Post Anchor F'ELo 12•O.C. 4•ac. 31 o C. Not To Scale CS18 METAL ECCE E"0.C. 4"O.C. 3.O-C. STRAPS w/(8)8D A:_L t.rz'EXTERIOR PLYWOOD WALL SHEATHING TO BE SECURED W17 ED COMMON NAILS (2)2x8 RAFTER BLOCKING C-C ."ON NAILS-2 1.,2'X 1c 1.<GA..PATTERN AS INDICA-ED ABOVE PER 12"END kFAW(gN FOR A70 TICVAL S'RUCTURA_NAILING RECU'RE`.tENTS.FEFER TO FLOORS 'FASTEN NG SCHEDULE FOR STRUCTURAL MEh19ER3%N=_';J YOR<STATE • BLOCKING (2)2x8 RAFTERS - "-� CODE BOOK. RIDGE BEAM - - " &Z STAGGER FASTENERS "- w �w_ " ` "'-� -``---- ._ Simplified Roof Sheathing Natiing Schedule IN2ROWS Not To Scale 5.5•MIN.FOR 2 X 8'It 'DISTANCE SHALL BE PERMITTED TO -gym --' - _ "'`"'�-»•`: C O ® 6.5'MIN.FOR 2 X 10 BE REDUCED TO 4.5•IF LAG SCREWS wµ a -. 5•MAX 7.5•MIN.FOR 2 X 12 ARE USED OR BOLT SPACING IS ® ® ® REDUCED TO THAT OF LAG SCREWS 5 Rafter Straps _ -�-- `- y _ ---- Nof To Scale '� � -Z' - - � � 2"MIN. BAND ATTACH 2 X 8 LEDGERS TO 2 X a TICO EXISTING RAFTERS "��- "" �` ""^- LAG SCREW OR BOLT 314•MIN. AS NEEDED "r _ �•G. ai"i "„-- `P-». """^^ t For SL Iinch=25.4 mm. WOOD BEAM �t .._`-, ,-� --..._-- • FIGURE R507.2.1(1) • .�- _ �{ _« .�- {� -f-�� ""°"^--_„�-ti•�.,,,_ PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS STEEL PLATE N.- r " ` �_� ,• `"-- .._____ STEEL COLUMN " --( _' " .�-� - - -• .• ' .- ��_• r�...,�-rte...-"'•""-._..`.�y`�-^"'"' ..-�,`..."•'�-`.` _ ...,,,,,,``.`---Y-•._..... ---'I- PROJECT INFORMATION STEEL COLUMN STEEL PLATE V I N eFPVK \, MAXIM&ALLA AKIVIS,OWNERS (917)215-5359 'D OJT �� HUCK HIRSCH,DESIGNER (646)416-4096 i.l vr. 11 DAN WEST,CONTRACTOR 631 463-6631 LOU SCHWARTZ,ENGINEER (631)839-4824 L I' U °• ' CONCRETE PIER I r �J'•`' � �. G"� Li 1 DRAFTED:1/31/22 REVISED: G . . a •'' 4 fF 7706 ��'� REVISED: REVISED: REVISED:3/14/22 REVISED: 1180 L�N�CREEK DRIVE — SKYLIGHT FRAMING DETAIL Ro��SScale: 1/2 6 Porch Beam/Column Anchor Not To Scale (l,� A- 10 3 ® 1' I� A, � 1 9 20291 LJDIAGRAMS BUILDING DEPT Toll OF SO HOI n 1180 LONG CREEK DRIVE OCCUPANCY OR SOUTHOLD, NY 11971 APPROVED AS NOTED USE IS UNLAWFUL SCTM# 1000-55.-0411 DAT -� B.P. WITHOUT CERTIFICATE ��v FEE � �� BY. OCCUPANCY NOTIFY BUILDING DEPARTMENT AT Ar-_00 '65-1802 8 AM TO 4 PM FOR THE S. 7 92 B3'0 > 1 FOUNDATION r- TWO REQUIRED h ' O� " 59.9p3 C. FOR POURED CONCRETE N .�5Ig 5• 20 �]i 2. ROUGH - FRAMING & PLUMBING COMPLY WITH ALL CODES Or north fork modern home R1 3. INSULATION NEW YORK STATE & TOWN CODES design•draft•build REEK t" 4. FINAL - CONSTRUCTION MUST C 0, E• ' BE COMPLETE FOR C.O. AS REQUIRED AND CONDITIONS OF LONG 36'� > ALL CONSTRUCTION SHALL MEET THE SOUTHOLD TOV,`N ZEA 631-876-5319 59 cn +C, REQUIREMENTS OF THE CODES OF NEW nofomoho.com huck hirsch C� M YORK STATE. NOT RESPONSIBLE FOR SOUTHOLD TOYr,'1 PLA,"dM'u BOARD v� N. 83.42'00' E. 73'92 ._;. r DESIGN OR CONSTRUCTION ERRORS. SOUTHOLD TOIAN, TRUSTEES O N.Y.S.DEC MtN� tom, 1 r /rt ��1� �� PROJECT OVERVIEW:VAULT EXISTING LIVING ROOM CEILING AND Certifi "� ion ADD TWO SKYLIGHTS,RELOCATING EXISTING HVAC TO THE OTHER j SIDE OF THE ATTIC.REMOVE THE MAJORITY OP EXISTING PARTITION 1 � °ICT Be Pequlred. WALL BETWEEN KITCHEN AND DINING ROOM TO OPEN SPACE AND IC _ „� Z�•+.... s �, ALLOW MORE LIGHT,LEAVING 1/2 WALL TO DIVIDE AREAS VISUALLY, ? ( 0.6 r- AREA EXISTING PROPOSED � I pORCN CONS W ' Fire,Ceg•�� BASEMENT 1860 SQ.FT. UNCHANGED t' -j� ion 1ST FLOOR 1860 SQ.FT. UNCHANGED 2ND FLOOR NONE NONE '4 A required -'S'Fel` GARAGE 850 SQ.FT. UNCHANGED I STY FRAME HOUSE q NYS Code r 4 & GARAGE O GENERALNOTES --{ 57.8' cLA� t COIJC\ 38 4103 0 F IP 1.All Work and equipment shall be in accordance with current residential building ALGOL \ � � �� CLF �• codes for New York State,County and Local Building Department requirements and .' PA� 5 re. 00.6 / regulations,including all Utility Company requirements and all best trade practices. 2.Prior to starting work,the Contractor(s)or the property owner(s)shall file all the 1 documents required by the Local Building Department,pay all fees required by local agencies,and obtain all required permits. ro • 3.Prior to construction,the Contractor(s)shall visit the site and verify all dimensions ` , and existing conditions affecting the work.Any discrepancies which would alter or O preclude satisfactory completion of the work described herein shall be reported to the Contractor(s)or property owner(s).Do not start work or order materials until all such conditions have been examined and a course of action is mutally agreed upon.Failure to notify the property owner(s)or the Contraetor(s)of unsatisfactory conditions will be construed as acceptance of conditions to properly do the work. 4.All work is to conform to the drawings and specifications herein of the design consultant(s)and the engineer(%)of record.Before changes of any kind are made, wo fNO L 0 T NUMBERS ARE REFERENCED TO the design consultant(s)and/or the engineer(s)of record must be notified in writing. 5.The drawings herein are not to be scaled under any circumstances. L!'f MAP F/OCT./N THE OFFICE OF THE 0; 6.The Contractor(s)is to maintain a complete and up-to-date set of plans on the I A 6 CLERK C9�l96Q A S PAP N0. 5/8` job site at all times. L,1 T Vol - � �, .( 7.The Contractor(s)is responsible for ascertaining and providing all prevailing $ t ODE o ,M1 5� X20 0 1 procedures:including storage,dumpster and toilet facilities,protection of existing 0O W� work to remain,access to work area,security of work area,hours of permitted work, availability of water and electric power,and all other conditions and restrictions for • th is particular location in order to execute the work in a careful and orderly manner � 0� e 61 2 ANY AL TERA T/ON OR ADO/TION TO THIS SURV with the least disturbance to neighbors and the public community in general. 35 5' OF SECTION 7209 OF THE NEW YORK STA TF. 8.w The Contractor(s)shall make the necessary public comm for utilities and services HER[_0T -O p i EXCEPT AS PER SECTION 7209-SUBDIVISION r, temporarily disconnected while performing the work as required. EON ARE R CO FOR TMS MAP AND COf/C,. 9.The Contractor(s)shall provide all dimensions,plans and cutouts for other trades, IF SAND MAP OR COPIES BEAR THE /Mf R£S.SI D 10.The Contractor(s)shall provide proper shoring and bracing for all remaining WHOSE :IGNA TURF APPEAR S HFRFnnr structure prior to removal of existing structure. 11,Plumbing,electrical,HVAC and similar work shall be performed by licensed persons who shall arrange for and obtain all required inspections.The Contractor(s) shall be responsible for scheduling all other inspections as required. 12.The Contractor(s)is solely responsible for construction safety and shall hold the property owner(s),design consultant(s),and engineer(s)of record harmless from any litigation arising out of the failure to provide construction safety means and methods. 13.The Contractor(s)shall obtain all permits and insurance to protect the property owner(s),the design consultant(s), of record. 1180 LO N CREEK DRIVE SITE PLAN 14.The design nsultant(s)or eng n engineer(s)ofrecorda e not responsible for the 2 Scale: NTS supervision,inspection,or administration of this construction project.All compliance with Federal,State and Local Zoning and Building Codes Shall be the responsibility of the Contractor(s). 15.All electrical and mechanical components to be designed and specified by others. CONSTRUCTION NOTES 1.All footings shall rest on undistrubed soil at a minimum of 36"below grade. 2.Poured concrete shall have a minimum PSI of 2800 at 28 days unless noted. 3.Pilings shall be installed to a depth bearing agreed upon by an engineer. 4.thenFoundation designed for a soil bearing capacity of 2 TSF and grade less the •. II fill beneath concrete slabs to be compacted to 95%relative density. 5. Do E' fl against not backfill l a a s foundation- • 8tion walls until after floor s �. 9 stem is installed. _ Y 6.Sill I to hall treated wood,_ plates s be v z od installed above 16 0 a hi w - • <. P oz.copper termites el 7. structural woo components shall Unless otherwise noted,all framing and s d ,, • '�� • be#21 structural grade DouglasFir or better.tr d m � .'„ ._:_�,. ,. ._. , - ,,.-,.- .•,: .� ,_ '• ' •,•; ,•,_, ,: B.All Framing techniques and methods shall be as prescriptive design based on �••,_ ,� AF&P Wood Frame Construction Manual for One and Two FamilyDwellings a „ ., FCM or as specified in R 30 9 _, - 77 9.All it in envelope components bud e c m I with h ents shall co Chapter of ver 9 p P e 6o t E _ PY 9Y p Conservation d f t Stat Code o he e f New York. •o- o �- .. 10.Fi r I hal provided eb ockin shall be e in II wood frame construction•� d a o i n' ante uct o m accord : , , 9 P with h NYS Code R 602.8 to form an effective fire barrier at all level penetrations. a „ >> hprovided otective anels s all be < ti« for lazed opening Wlt sin accordance h Pa 'a9 NYS . if h a Code R 301.2 1.2 they required. _�•, re r _ Y q 12 P flashing t II roof b Provide flas a a . , kexterior wind rea s doors wskylights, tc. i 9ese I .All r or �. � •�. I window and exterior do : , - . a headers to be 2 2x8 unless_ a h.. 0 heade t otherwise. - - ess no ed o he _. .e R 14 All I headers 6 ft.in len and over to be supported b double jack d II 9 d ub e c studs;a PP Y , T he », ad er ft in len th nd eve r s9 a it t orted b tr e' obesu a r ck tud . 4 - .. PP Y P 1 • Unless otherwise noted provide double headers and trimmers 15 p d at all stair and g parallel partitions. openings,posts and a a All interior wall partitions to he typical:2x4 @ 16"O.C.with standard GWB; �. F _ r M. - v _ "'"` � .-^-'------�•-�g, standard GWB for plumbing walls,as drawn. _,<,...,�A,-�•.- - •' •--•�- ...,, mm.�.-.--- ..,�.,. ... .-.^. <�.,�. ..-' n �--' _^. .-,_. ;"" 17:AI61 ortionsOof thenew structure are designed to comply with localgeographic and climate criteria as specified thetable below. _. _... _ I t D J , s a s .. .w m ,....,.:.�„„„ "` � ..w. ,�-I ... _ _ _ _ .,w...*,....wwrr...,-.,.,w,wr,wn .w.,"..,.-,,.,. ».,....,-.-....-.,...--..,.-,...-».w..ma.a .e�*„++:aweow+.».....arv.,...+•,*.«M w....,a...._ GEOGRAPHIC i. ACLIMATE DESIG � AND N CRITERIA r72 E7 GROUND SNOW LOAD .. _. .. .,.. __ 45 PSI CATEGORY MPH WIND SPEED -�-�.- 140 4 SEISMIC DESIGN B 7' • � � � � WEATHERING SEVERE _._ _ MIT THREAT T TO HEAVY FROST LINE DEPTH 36" DECAY�„a....-.,.<..2.,...,.„„,. 1 O MODERATE t � n u.., - .... - --`._:. -_.._.-. ... .,».. ._` ..:-.•. " .w.,. �.._..... . _. ......,.. .,. _ U � TERMITE MODERATE E ^�-• --,„,� ,,,;� M •q `,_ �� WINTER DESIGN EMP. SLIGHT T --- I w,."---- - --' FLOOD HAZARD AS NOTE[) - " ,. , r,.wr,r.•'-•:-- • � >w-a b0'uw..'w,......,..-.. .d: :Sic.f^.:,=,... - ...Fit.,.fi.',.""�Mrcmo T+P-�+"aY„F. .-1.YA .,,.7�3>zar.+•h�«„wMa+ya'.m u4Y"`.""&,.,.,.t. ,.,.. +'�a�bf^r ewnt+rx".n,a'.�`�°:x,n+".X,":`L �1"":`r° '9V '&^",. t.."k. .a. S�AC'S'4v L.. «8.- .r,3S9n°eu-meaRu` axie,a, d,aexl:.. I PROJECT INFORMATION MAXIM&ALLAAKIVIS,OWNERS (917)215-5359 HUCK HIRSCH,DESIGNER (646)416-4096 LOU SCHWARTZ,ENGINEER (631)839-4824 1180 LONG CREEK DRIVE - PROPOSED DAN WEST,CONTRACTOR (631)463-6631 Scale: 1/4" = 1'-0" DRAFTED: 1/28/22 REVISED: REVISED: REVISED: REVISED: REVISED: �Q n 77006 A/rOF£JCS�4��'V� A- 1 00 ® � � � COVER PAGE FEB 1 12022 BUILDING DEPT. TOWN OF SOUT11OLD 1180 LONG CREEK DRIVE SOUTHOLD, NY 11971 SCTM# 1000-55.-04-11 north fork modern home design•draft•build 631-876-5319 nofomohoxom huck hirsch NOTES 4ECK-MOUNTED SKYLIGHT OS VELUX FSC12 REMOVE UPPER 5' EXISTING WALL R.O. 21"x 70 1/4" NEW 1/2"WALL @ 36"h FINISHED 1x6 CANTILEVERED SILL PLATE LEDGE 2x2 POSTS @ 5'TOP OF LEDGE TO CEILING POST INSIDE END OF NEW 1/2 WALL THROUGH SUBFLOOR FOR STABILITY 0 ° ° RELOCATE EXISTING ELECTRIC ° MODIFY AND REPAIR BASEBOARD HEATING UNITAS NEEDED ° W ° ° ° ° EXISTING FISTING ° EXISTING UTILITY ROOM EITCHEN QINING ROOM ti i CV NEW TYPICAL 2x4 STUD WALL EXISTING WOOD MANTEL ON EXISTING TOP PLATE 18"h TO MATCH EXISTING FRONT WALL 1/2" DRYWALL(INSIDE ONLY) REMOVE EXISTING LEDGE EXISTING EXISTING GARA E REPLACE WITH TILED HEARTH REPLACE EXISTING SLATE FOYER WITH NEW TILE(MATCH HEARTH) RESURFACE EXISTING BRICK FIREPLACE WITH VENETIAN PLASTER EXISTING (7 1' 9n LIVING ROOM 11-911 ' 9n co i t i 0 6'-4" 0 EXISTING ENTRY _ N: iI i LO %C) r T � tj 1180 LONG CREEK DRIVE - PLAN Scale: 1/4" = 1'-0" PROJECT INFORMATION MAXIM&ALLAAKIVIS,OWNERS (917)215-5359 HUCK HIRSCH,DESIGNER (646)416-4096 LOU SCHWARTZ,ENGINEER (631)839-4824 DAN WEST,CONTRACTOR (631)463-6631 DRAFTED:1/28/22 REVISED: REVISED: REVISED: REVISED; REVISED: C') 2 `� Y � rf �Ta � ® ',a A- 1 01 PLAN 1180 LONG CREEK DRIVE SOUTHOLD, NY 11971 SCTM# 1000-55.-04-11 cn 0 z north fork modern home U design•draft•build z LIVING ROOM FOOTPRINT 631-876-5319 C/) nofomoho.com huck hirsch X W ——————— --------------- ----- ----- ------------------- NOTES W W I U_ LL Q Q DECK-MOUNTED SKYLIGHT w Cl) w OS VELUX FSC12 coQ R.O. 21"x 70 1/4" Q u_ O U x x wN z Cl) N EXISTING SKYLIGHT INTERIOR VAULTED GARAGE WALL w J w w R-21 INSULATION, 1/2" DRYWALL (2) NEW SKYLIGHTS,TYPICAL INSTALLATION z-- z---I— -- FLASHING PER MANUFACTURER SPECIFICATIONS ——— ——— --�------— z MODIFY AND REPAIR EXISTING ROOF AS NEEDED z Ow RELOCATE EXISTING DUCTING ABOVE EXISTING O I LR CEILING TO SOUTH SIDE OF ATTIC w O I - w 00 0 w z I Of I O w I I I EXISTING 1180 LONG CREEK DRIVE - ROOF ASPHALT ROOF Scale: 1/4" = 1'-0" NEW 2x8FALSE RAFTERS EXISTING ASPHALT ROOF ON TOP PLATE OF NEW STUD WALL SISTER TO EXIST14G FRONT ROOF RAFTERS 1/2" DRYVAALL;INSIDE ONLY) EXISTING 2x8 ROOF RAFTERS NEW SKYLIGHTS, TYPICAL INSTALLATION NEW 2x8 SUPPORT RAFTERS FLASHING PER MANUFACTURER SPECIFICATIONS ON TOP PLATE OF NEW STUD WALI MODIFY AND REPAIR EXISTING ROOF AS NEEDED TRUSS TO EXISTING BACK ROOF RAFTRS MIN. 1"CLOSED CELL"HOT ROOF" ENTIRE VAULTED CEILING ONLY NEW TYPICAL 2x4 STUD WALL ON EXISTING TOP PLATE EXISTING ASPHALT SHED ROOF 18"h TO MATCH EXISTING FRONT WALL 1/2" DRYWALL(INSIDE ONLY) R-21 INSULATION -- -------- --`— iv i---- 1/2 DRYWALL INETRIOR EXISTING ATTIC KNEE WALL OVER EXISTING INSULATION I REMOVE UPPER 5'EXISTING WALL CI NEW 1/2"WALL @ 36"h FINISHED I -- 1x6 CANTILEVERED SILL PLATE LEDGE 2x2 POSTS @ 5'TOP OF LEDGE TO CEILING o I PROJECT INFORMATION MAXIM&ALLAAKIVIS,OWNERS (917)215-5359 1/2" DRYWALL TYPICAL 2x4 STUD WALL HUCK HIRSCH,DESIGNER (646)416-4096 REMOVE EXISTING 2x8 CEILING JOISTS EXISTING ROOF RAFTERS ON EXISTING TOP PLATE LOU SCHWARTZ,ENGINEER (631)839-4824 (INSIDE ONLY) FOLLOW RAFTER ROOF LINES DAN WEST,CONTRACTOR (631)463-6631 1/2" DRYWALL(INSIDE ONLY) EXISTING R-21 INSULATION DRAFTED: 1/28/22 REVISED: UNFINISHED BASEMENT REVISED: RSVISED: REVISED: REVISED: \S 5 C 1180 LONG CREEK DRIVE - SECTION Scale: 1/4" V-13" ;I0 A- 1 02 ROOF / SECTION