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�o�psU FF 04Q9,, Town of Southold 11/16/2017 P.O.Box 1179 o _ 53095 Main Rd y�yol �ao� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39344 Date: 11/16/2017 THIS CERTIFIES that the building ALTERATION Location of Property: 370 Dogwood Ln.,East Marion SCTM#: 473889 Sec/Block/Lot: 38.-5-3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/25/2017 pursuant to which Building Permit No. 41909 dated 8/24/2017 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: ALTER ATTIC TO HABITABLE SPACE IN AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Leibowitz,Paul of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41909 10-24-2017 PLUMBERS CERTIFICATION DATED 10-27-2017 Rattituck Pumbing Ve rized Signature o�Su�ni�coTOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41909 Date: 8/24/2017 Permission is hereby granted to: Leibowitz, Paul 60 Pineapple St Apt 2.1 Brooklyn, NY 11202 To: Alter attic to habitable space as applied for. Replaces BP# 37206 At premises located at: 370 Dogwood Ln.,East Marion SCTM # 473889 Sec/Block/Lot# 38.-5-3 Pursuant to application dated 8/25/2017 and approved by the Building Inspector. To expire on 2/23/2019. Fees: PERMIT RENEWAL $170.60 Total: $170.60 Building Inspector o�SU ol�,co TOWN OF SOUTHOLD BUILDING DEPARTMENT y' 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#: 37206 Date: 5/10/2012 Permission is hereby granted to: Leibowitz, Paul & Leibowitz, Stacey 60 Pineapple St Brooklyn, NY 11202 To: alter attic to habitable space as applied for At premises located at: 370 Dogwood Ln, East Marion SCTM #473889 Sec/Block/Lot# 38.-5-3 Pursuant to application dated 4/23/2012 and approved by the Building Inspector. To expire on 11/9/2013. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION 112 $341.20 CO -ALTERATION TO DWELLING _ $50.00 Total: $391'.20 Building Inspector x i 1 i • + r *pF SOpT�,o! 0 Town Hall Annex 4 Telephone(631)765-1802 54375 Main Roady max(631)76 �95Q2�, P.O.Box 1179 • �� roger.richert((Utown.sou 5o .ny.us Southold,NY 11971-0959 D �yC4UNi`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: �C►`rel Date: Company Name: Q. acre v - ,s -54 t PVC -- Name: tG�tTl+ --vomit c License No.: 3 y c°( I _ M G- Address: 139-0 tiL- ® o T-(4o C,P Phone No.: 7& JOBSITE INFORMATION: (*Indicates required information) *Name: �- *Address: 370 Po i,w0 OP (,%,!.}-5'/✓l Aa,0'%." *Cross Street: -&P op-c 1(-. rr-fa *Phone No.: _ 74 2-t Permit No.: 3 Tax Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) -IDn (Please Circle All That Apply) *Is job ready for inspection: Gyz/ NO CoughIn Final *Do you need a Temp Certificate: YES/ NO Temp Information(if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Serdee Overhead Additional Information: p PAYMENT DUE WITH APPL IRTIBNC E � W E U U JUN 19 2012 \ C�Y BLDG DEPT. 82-Request for inspection Form f �� _ TOWN OF SOUTHOLD pf SOUT�O� 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 G roger.richertCaD-town.southold.ny.us Southold,NY 11971-0959 '� • �l�C4UNT`I,N�' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Leibowitz Address: 370 Dogwood Lane city-East Marion st: New York zip: 11939 Building Permit#: 41909 Section: 3$ Block: 5 Lot. 3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Platinum East Electric License No: 34091-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 3 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: 3 ft. Lighting Track Notes: Inspector Signature: - - Date: October 24, 2017 0-Cert Electrical Compliance Form.xls Telephone(631)765-1802 P.O.Box 1179 Southold,NY 11971-0959 y BUMbINGDEPAXINENT o C�CO� TOWN OF SOU'THOM OCT 2 7 2017 BUHIDING DIE PT. C•E R T T F T C A T 10 N TOWN OF SOU'Y`HOLD Date: I d I a`� I Building Permit No.,q (9 a C R!:b)Acf-s 3-7a 0--7) v. Owner: T1Aw)- Le bo ev i�'Z / (Please print) Plumber: o: ; oc1L , (Please print) I certify that the solder used,in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of 20�_ " CHELSEA L. CHALONE Notary Public, State of New York Registration #01CH6287106 Qualified In Suffolk County ,t Commission Expires Aug. 5,20 2� Notary Public, County' rsf s 0 co TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC N [ ] FOUNDATION IST ROUGH PLI3 [ ] FOUNDATION 2ND INSULATION, FRAMING/STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ] ELECTRICAL (R ELECT ICAL (FINAL) REMARKS: 71G 7/�-��� DATE I NSPECTOR r4f s 0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION I I Fo HDATION I ST [ ] ROUGH PLI3G. UNDATION 2ND [ ] INSULATION FRAMING/STRAPPING FINAL ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: Lnk) Ae Z��- �A &ACa4- cn?4� 6v DATE V)4f INSPECTOR Of SOUry�� u � cou • �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FI AFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR OF SO(/ryo� �IyCOUNi'I,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FI SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [;p RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRIC AL) < REMARKS: G DATE z 2- INSPECTOR -ZL SO(Q�olo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL ( ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ( ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE 4112 INSPECTORV1 �pf SOUIy �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] NSULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ki� DATE A 6 INSPECTOR 1114- AIROUGH FRAMING& - - PLUMBING m MAN ow "IONS ! � - r WUL ATION PER N.Y. STATE ENERGY CODE +- ���i .•A ADDITIONAL COMMENTS W116 1 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board,of Health SOUTHOLD,NY 11971 10 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631)765-9502 -Survey SoutholdTown.NorthForLnet PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees (fes _ ��f Flood Permit Examined S119,20 _ _ _ D l� v Storm-Water Assessment Form Contact: Approved l5 204. APA 2 2012 Mail to: kVA rl VA Disapproved a/c BLDG.DEPT. "'Phone: TOWN OF SOUTHOLD Expiration 20 3 uilding Inspector APPLICATION FOR BUILDING PERMIT - - Date! 20� INSTRUCTIONS ' a.This application MUST be completely filled in by_typewriter or.in ink•and submitted to't_he'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. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee,agent,architect,engineer,general'contractor, electrician;plumber orbuilder - Name of owner of premises GW L-i-401VA MCI (As Ion the tax roll or 1(Aest deed) If applicant is a corporation, signature of duly authorized officer. (Name and title of corporate officer) Builders License No. - Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work ill be done: SID oe�JOCA K40-i r, House Number S et Hamlet unty Tax Map No.-1000" ,Section Block Lot- bdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:, ' a. Existing use,and�occupancy sj tie le, mi YQ s lo�?�L�e2� b. Intended use and occupancy � - 3. Nature_of work(check which applicable):New Building Addition Alteration . Repair Removal Demolition Other Work (Description) 4. Estimated Cos „ B1 R i ,{Fee `} Cost-. f; To be paid on filing this application) 5. If dwelling,number of dwelling units ? Numberof, welling units on each floor If garage, number of cars } . - s `� ' ` t 6. If business, commercial or mixed occupancy, specify nature and extent of, each type of use. 7. Dimensions of existing structures, if any:FrontFrp Rear CQ0 Depth ( Height �- Number of Stories 0 Dimensions of same structure with alterations or additions:_ Front_��8 Rear =P0Depth 0(p 1 Height -' �,�1 is q�..' * = ' ` Number`of Stories 1 7z 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. 'Size•oflot:Front •I'0O Rear- 50 Depth. a23 L.30 10. Date of Purchase ad 0 9- Name of Former Owner! \J'Y_J P,em 11. Zone or use district in which premises are situated'- ' - 40 12.Does proposed construction violate any zoning law,ordinance or;regulation?;YES NO 13. Will•lot be re-graded?YES , NO,)O,Will excess fill,be removed from premises?YE,S NO 14.Names of Owner of premises 2t �cw !! Address C-Ak I'M Phone No. Name of Architect _C ca ki Vk Address : ? a AWJ M'." Phone No 1 Name of Contractor 0 :Thorf Address : i•1Al -fi eie�- Phone No. 15 a. Isthis property within 100 feet of a tidal wetland'-or a freshwater wetland? *YES- ' `NO'_�` * IF YES, SOUTHOLD TOWNIRUSTEES &D.E.C.PERMITS,MAY"qUIRED., ; b. Is this property within 300 feet of a tidal wetland? * YES -NO` *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide;survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point-on property is at 10 feet or below,must provide topographical data on survey. 18.Are,there any,covenants and restrictions with respect.to this property? * YES, - NO *IF YES,PROVIDE A COPY. STATE OF NEW YORK) - SS: COUNTY OF OGl,!/1 wl `l�vll p,V being duly sworn;deposes`and says that(s)he is the applicant (Name of individual signidg contract)above named, CONNIE D.BUNCH - Notary Public,State of New'York` (S)He is the -be-sl No.01 BU6185050 (Contractor,Agent,CcYporate Officer,_etc.)_ ua in SUMIR County Commission Expires April 14, of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will,be performed in the manner set forth in the application filed therewith. Sworn to efore me this / day of 0•'l'( _ _- Notary Public - - S'gna of ApplAiA ' ` i I I av k Town of Southold i z Erosion, Sedimentation & Storm Water Run-off ASSESSMENT FORM ' PROPERTY LOCATION: =TX* THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A DOO 0 STOM&WATER,GRADING,DRAINAGE AND EROSION CONTROL ALAN rsum section - 0131W" CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. i i SCOPE OF WORK - PROPOSID CONS"I'BUCI m ITEM# / WORK ASSESSMENT' Yes No a. What is Ste Total Area of the Project Parcels? W111 Ills Project Retain Al Storm-Water Run-Off ' (induce f Area of all Parcels located within Generated by a Two(2'7 Inch Rainfall on Site? the Scopea oof Work for Proposed Construction) (&.IA—) (This Tem will include all nm-off created by she _ ❑ b. What is the Total Area of Land Clearing clearing andlor construction activities as well as all and/or Ground Disturbance for Me proposed Site Improvements and the permanent creation of i construction activity?. impervious surfaces.) (s.P.rarres) PROVIDE BRW PROJECT DESCRIPTION tProrae AddNaralPages N®mmI 2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size&Location?This — ❑ II Item shall include all Proposed Grade Changes and 1 n I -h `�Pk, --,,L Slopes Controlling Surface Water Flow. $ Does the Site Olan and/orSuryey describe the erosion 6 �/ J i y" Gj and sediment control practices that will be used to � `—- control site erasion and stomp water discharges. This _ El item must be maintained throug]jout the Entire Construction Period. r 4 Will this Project Require any Land Filling,Grading or Excavation where there is a change to the Natural Existing Grade involving more than 200 Cubic Yards of Material within any Parcel? t 5 Will this Application Requite Land Disturbing Activities V�0 OL[[� Encompassing an Area in Excess of Five Thousand El - 6 (5.000 S.F.)Square Feet of Ground Surface?is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction a ' General DEC SWPPP Pegulmnents: orwithin One Hundred(1001 feet of a Wetland or Submission of a SWPPP is requited for all Construction activities involving soil Beach? disturbances atone(1)or more acres; including disturbances of less than one acre that T Will there be Site preparation on F�dsting Grade Slopes are part of o canter common plan that will soiinatery disturbbanes arm or more aces of re w which Exceed Fifteen(15)feet of Vertical Rise to — Irrchrdmg Construction activities i►nrdvirrg soll disturbances of less than one(1)arae where One Hundred(100')Of Horizontal Distance? the DEC has detemdned that a SPDES permit Is required for scorn water discharges. (SWPPP's Shall meet the Minimum Requlremenis ofthe SPDES General Permit 8 Will Driveways,Parking Areas or other Impervious for Storm Water Discharges from Construction activity-Permit No.GP-o4o- t.) Surfaces be Sloped to Direct Storm Water Run-Off — 1.The SWPPP shalt be prepared prior to the submittal of the NOL The NO]sinal be into and/or in the direction of a Town right-of-way? submitted to the Depadment prior to the commencement of construction activity. 2-The SWPPP shag describe the erosion and sediment control practices and where Q Will this Project Require the Placement of Material, required,post-construction storm water martagernent practices that will be used andfor Removal of Vegetation and/or the Construction of any mt constructed to reduce the pollutants in stowater discharges and to assure them Within the Town Right-of-Way or Road Shoulder compgance with the terms and conditions of this pe nulL In addition,the SWPPP shall identify potential sources of pollution which may reasonably be expected to affect the Area?(Tats Imm win NOT enetoda ttro toSfea9eon of OdvewnyApraq) quality of Ston water discharges. NOTE: If Any Answer to Questions One du'ough Nine is Answered with a Check Mak 3.All SWPPPs that require the posttanstrucnon storm water management practice in a Box and the conshwAlan Is betwom 5,000 S.F.81 Acre in area, component shag be prepared by a qualified Design Professional Licensed in New Yak a Storm-Water,Grading,Drainage&Erosion Control Plan is Required by the Town of that is knowledgeable in the principles and practices of Storm water ManagemenL Southold and Must be Submitted for Review Prior to Issuance of Any Building Permit. {NOTE A Chadr Mark(J)and/or r uestion is Required fora Complete Apprwalbn) Nuftsfy u fc,blate of New York STATE OF NEW YORK, No.01 SU6185050 COUN'T'Y OF...........................................SS Qualified in Suffolk County COfnmiasion ExpireS April 142�� lbat 1. ••• ..................being duly swom,deposes and says that he/she is the applicant for permit, . ..... ..... ........... (Name "'WWWW.- meat) And that he/she is the .................I.......................!✓�'�� (ouvi�,Ca4n �r',d�ni.C�a�►�oirr�er,eo�j..........»...............................................». Owner and/or representative of the Owner or Owners,and is duly authorized to pe3form or have performed the said work and to make and file this application;that all statements contained in thisration are true to the best of his knowledge I aPPfi elge and belief;and 4 that the work will be performed in the manner set forth in the application filed herewith. !! Swom to before me this; ,q l .............. .. ...........day of...7..1� '` ......... ...... 20a .... ., Notary Public. ....CZ ; P.......� ......... v:•,.....•.................... .. ........» 4W Sigra of FORM -06110 John Cronin, P.E. P.O.Box 130 Shelter Island,NY 11964-0130 Voice: 631-252-1167 Email: capticcpe@optimum.net May 7,2012 D E C E �n�Vf Town of Southold Att.:Building Department MAY ®8 20J2 54375 Main Road Southold,NY 11971 BLDG DEPT. Re: Existing Septic System for Leibowitz Residence TOWN Of SOUTHOLD 370 Dogwood Road East Marion To Whom It May Concern: I have reviewed file information made available to me concerning the existing septic system at the cited location. A map of section three of Gardiners Bay Estates(within which is located the subject)indicates that it was approved by the Southold Town Planning Board on February 27, 1968. It further contains a compliance certification from Van Tuyl and Son as NYS licensed land surveyors that the sewage disposal system as designed met the requirements of the Suffolk County Department of Health. Examination and analysis of the cesspool design shown on the map reveals that it would meet the requirements, even today,for a four bedroom house. There is also a survey of the subject dated December 12, 1974 that clearly reveals the existence of both a"tank and pool"which,in view of the approved submission dated February 27, 1968, would appear to support the facf that the constructed facilities met the intent of the original design. It is my understanding that the residence was originally built as a four bedroom structure and that during the course of its life was the subject of a renovation designed by Samuels and Steelman,Architects that altered it from four to three bedrooms. The septic system remained as originally designed based on information I have. The owners now seek to restore the original four bedroom count. Based on information I have reviewed and an examination of the originally approved design,it is my professional judgment that the existing,original septic system will comply with the intent of the current septic system design requirements. Additionally,I would expect that the property owner would take the necessary preventive maintenance actions to ensure continued proper operation of the system. My report here,as well as my analysis to support the system's effectiveness,is not a guarantee of future effectiveness for wastewater treatment and/or system integrity or function. If replacement of,or upgrades to,the septic system are contemplated in the future due to system failure,it is recommended that a new system be installed in accordance with currently applicable Suffolk County Department of Health Services standards. Please contact me if you have questions or require additional clarification of this report Very yours, �® C. min,Jr.,P.E., SECB,CB ew York State Licensed Professionalgineer pF SOU��®! 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G • Q Southold,NY 11971-0959 'Q October 26, 2017 lyc®UNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD Paul Leibowitz 60 Pineapple St, Apt 2J Brooklyn NY 11202 Re: 370 Dogwood Lane, East Marion TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) /Electrical Underwriters Certificate. 'I- ()1'�j ��•� A fee of$50.00. inal Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 41909 - Alteration APP R ASNOT9D —aLTE DATA •.4Dot�Q3t9I1�t3rAR'� blmT IVICxC:!I•Ir11PlII AI mlm Iw To eti IL/nW OCCUPANCY OR SCTM Y 100048-0347 a.m NAr rowel LCrCIDT USE IS UNLAWFUL i"w011GN,.,a`r""'O'"�°M0 WITHOUT CERTIFICATE PROPERTY: 770DOOW000 LANE ADRESS EAST MARION,NY.11898 cmar.ucov mr k EtfAl.'UAEL(N(AMOKI9AXlAS OWNER: STEVEN VESEYB CHERYL SCNLITT LL ee m°lae ram OF OCCUPANCY 7r4 Doow000 LANE EAST MARION,NY.11979 mAtPm.++a trnac°apax8x L10NCteN7Ct Pmll ° SITE: O AL AREA 20,718.83 80.FT.•OA07 ACRES orOR"ulon61w`coNO'lo>wuf1mriJ°`alwa a" MPnox N 50.49'40" E 80.00' LOT COVERAGE: LL CONPLYWIfNALLC00ESOF - z -k ; w, ALLowaeLE:2o%ona,oE7.r7sP z C 9ETYNSTMWA1tRALM" T I NEW YORX BTAIEATOWN CODEB RISEVN WWOW gNKI/C I AB AEOUIREO ANDCONORIQY80F 0F111ETOMMC00& ` ISTINW EROPO E 2mol .6 8 SF OR=% d/95i0 mmwrmzu N u' PROPOSED. R-40 SF OR 17.2% C if _ I/CfE11MltttmfYA I '? ZONING: Rao G IT wmaomwmmm�' RaG2 ro' GI o O Y, lU l6 PLuA18EADeg7IMAr4N O 8 ti ° SURVEYOR.' JOSEPH OS OXA.INGEGNO Q DNIe'll) ENIBEFORE a I o r+ Q FWD Na DeNr'eEgU 600W A•ANCr L_ RIVfiRHEAD,NY.11901 W IPPLv UBEDWWA7EA o0uatvWttNcwvrvq•Ae• AINPtrEYBTEYfJNAr7 (—� (671)727.7090 Z= _ 6�1110Lp0"TCWNC�00� EXCfE09f00F IW 1E16 - `jam`-� 1 y Q � PLUMBING �0C Y0 +yya CS06 CONNE OF YLLxtL+CMawUA an,cx ,^ NARIN FEWIFE0.ECTOle9 i11IIG f`et"•W[COv�vwa V/ 11 I a t 14i I 2 >" ILu Lu t~ 15`tP"e.LSkF°iT£F• ! .� 0,' °. ! I r• W . °icl i I I oa-cmc v° :+'•�'�'I,r vc,li,r,°T cools, ~ ti If cel 1 �^ { ,i .,p�C 'iE6�iik• axw�yoanw x"Tn D 1.V28TORV PRAME p�O.Av 1 J NOUSe6OARAOe - •^ •I r�r� tli• egrtNrtW.�iu i.�n I •:1'1MC Op1Lx JI n:Y'.C•'^ Y 114 IT ^.•.n�'•t I � l� I I,, I �a1 aht.� t,.NTr:n` h ' v li I W G \\ 1, `J-','O 11�001) —ANI' C,r� aaela SITE PLAN SITE PLAN state'+^•a0.0• , SP FINALDRAWINO P - n REScheck Software Version 4.4.3 Compliance Certificate Project Title: Leibowitz Residence Energy Code- 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Single Family Project Type: Addition/Alteration Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: Dogwood Road Nancy Dwyer Design Consulting,Inc. East Marion,NY Southold,NY Compliance:0.0%Better Than Code Maximum UA:59 Your UA-59 The%Better or Worse Than Code index reflects how close to compliance the house is based on code tradeoff rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. • • e Assembly • or Door • Floor 1:All-Wood JOiSt/Truss:Over Unconditioned Space 353 22.0 0.0 15 Wall 1:Wood Frame,16"o.c. 268 15.0 0.0 18 Window 1:Vinyl Frame:Double Pane with Low-E 30 0.320 10 Ceiling 1:Cathedral Ceiling 353 22.0 0.0 16 Compliance Statement: The proposed building design described here is consistent with the building plans,,specifications,and other calculations submitted with the permit application.The proposed building has een designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.3 and to compl h the mandato requirements listed in the REScheck Inspection Checklist. //a/W Name-Title gnatu a Date '%�P����o �® 0 A a 058 ?A sslo Project Title: Leibowitz Residence Report date: 04/11/12 Data filename. Untitled.rck — Page 1 of 4 l REScheck Software Version 4.4.3 Inspection Checklist CNJ( Energy Code: 2070 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Single Family Project Type: Addition/Alteration Heating Degree Days: 5750 Climate Zone: 4 Ceilings: ❑ Ceiling 1:Cathedral Ceiling,R-22.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-15.0 cavity insulation Comments: Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor•0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-22.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 50 pascals OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. Project Title: Leibowitz Residence Report date: 04/11/12 Data filename: Untitled.rck Page 2 of 4 M Corners,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub•on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight-U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: F Materials and equipment are installed in accordance with the manufacturer's installation instructions. Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment-have been provided. L Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: Ej Building framing cavities are not used as supply ducts. All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid'sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws Exceptions: Joint and seams covered with spray polyurethane foam Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). r-1 Duct tightness test has been performed and meets one of the following test criteria:, (1)Postconstruction leakage to outdoors test:Less than or equal to 8 cfm per 100 ft2 of conditioned floor area. (2)Postconstruction total leakage test(including air handier enclosure):Less than or equal to 12 cfm per 100 ft2. (3)Rough-in total leakage test with air handler installed:Less than or equal to 6 cfm per 100 ft2 of conditioned floor area. (4)Rough-in total leakage test without air handler installed:Less than or equal to 4 cfm per 100 ft2 of conditioned floor area. . Temperature Controls: F1 Where the primary heating system is a forced air-f imace,at least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. F1 - Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Budding Mechanical and/or Service Water Heating,(Sections 503 and 504). Circulating Service Hot Water Systems: F1 Circulating service hot water pipes are insulated to R-2. F1 Circulating service hot water systems include an automatic or accessible manual switch to tum off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: LI HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: Heated swimming pools have an on/off heater switch. 0 Pool heaters operating on natural gas or LPG have an electronic pilot light. F1 Timer switches on pool heaters and pumps are present. Exceptions: Project Title: Leibowitz Residence Report date:,04/11/12 Data filename: Untitled rck Page 3 of 4 -t Where public health standards require continuous pump operation. ` Where pumps operate within solar-and/or waste-heat-recovery systems. Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage<=15 (d)50 lumens per watt for lamp wattage>15 and<=40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: ❑ Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement's'). Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heafing equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title: Leibowitz Residence Report date. 04/11/12 Data filename: Untitled rck Page 4 of 4 10 Now York Energy nseat'Hon C®nstrucUon Code e s Ceiling/Roof 22.00 Wall 15.00 Floor/Foundation 22.00 Ductwork(unconditioned spaces): Window 0.32 Door ..Mr Heating System: Cooling System: Water Heater: Name: Date: Comments: i i SUFFQ/ Town of Southold N Erosion, Sedimentation $ Storm Water Run-off ASSESSMENT FORM o PROPERTY LOCATION: S_C.TAL;t THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A O pO - y STORM WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN DI—stnct on -NRW- CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. i SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM# / WORK ASSESSMENT Yrs No a What is the Total Area of the Project Pamew Will this Project Retain Ali Storm-Water Run-Off (Include Total Area of all Parcels located within Generated by a Two(2')Inch Rainfall at Site? i the Scope of Work for Proposed Construction) Generated IAD-es) (This item will Include all run-off created by site ❑ b. What is the Total Area of Land Clearing clearing and/or construction activities as well as all and/or Ground Disturbance for the proposed Site Improvements and the permanent creation of i construction activity? (S.F.lA.aes) impervious surfaces.) f PROVIDE BRIEF PROJECT DFSCRIP3TON 6'movme APages r 2 Does the Site Plan and/or Survey Show All Proposed Drainage 5tructtrres indicating Size&Location?This ElI Item shall include all Proposed Grade Changes and Slopes ContnilGng Surface Water Flow. 3 Does the Site elan and/or Suryey describe the erosion ; 6 J 9V,, s7 5Gh�1 and sediment control practices that will be used to a control site erosion and stonrr wafer discharges. This item must be maintained throughout the Entire Construction Period. 4 Will this Project Require any Land Filling,Grading or r Excavation"are there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? _ rrj Will this Application Require Land Disturbing ActivitiesLOVA " O Encompassing an Area in Excess of Five Thousand — (5,000 S.F.)Square Feet of Ground Surface? 6 Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction a — General DEC SVVPPP Requirements: orwithin One,Hundred(1001 feet of a Wetland or Submission of a SWPPP is required for all Construction activities involving soil Beach? disturbances of one(1)or more acres; including disturbances of less than one acre that T Will there be Site preparation on Existing Grade Slopes are part of a larger Common plan that will ultimately disturb one or more aeras of land which Exceed Fifteen(15)feet of Vertical Rise to including Construction activities involving soll disturbances of less than one(1)acre where One Hundred(1001)of Horizontal Distance? the DEC has detemdned that a SPDES pemdt Is required for storn water discharges. — (SWPPP's Shall meet the Hlinimum Requirements of the SPDES General Permk $ Will Driveways,Paridng Areas or other Impervious Tor Storm Water Discharges frmn comNruction activity-Permit No.GP-0-10- M.) Surfaces be Sloped to Dined Storm Water Runoff ❑ — 1.The SWPPP shall be prepared prior to the submittal of the NOL The NOI shall be into and/or in the direction of a Tann tight-of-way? submitted to the Department prior to the commencement of construction activity. 2 The SWPPP shall describe the erosion and sediment control practices and where Q Will this Project Require the Placement of Material, required,post-construction storm water nmnagemerd practices that will be used and/or Removal of Vegetation and/or the Construction of any constructed to reduce the pollutants in storm water discharges and to assure item Within the Town Right-of-Way or Road Shoulder compliance with the terms and conditions of this pemhit In addition,the SWPPP shall AMaEl — Identify potential sources of pollution which may reasonably be expected to affect the ?tn'�item v6tl NOT mdeae the rnsmuaeon of urtww�,apmns t quality of storm water discharges. NOTE: If Any Answer to Questions One through Nine Is Answered with a Chaclr Marts 3.AO SWPPPs that require the post-construction storm water management practice in a Boz and the construction sitefflstrnbance is bowman 5;006 SA&1 Acre in area. Component shag be prepared by a qualified Design Professional Licensed in New York a Storm-Water, 'mina Drainage&Erosion Control Plan is Required by the Town of that is knowledgeable In the principles and practices of Stone Water ManagemenL Southold and Must be Submitted for Review Prior to Issuance of Any Building PermiL fNOTE: A Clmedc t rads{.jry attdlar r is Required fora Camplote App iced n) STA17E OF NEW YORK, u �, ate of New York No.01 BU6t85050 f COUNTY OF.„........................................SS Qualified in Suffolk Couli I .. COMMIaslon Expires April 14, 011 That I, ••• .......„...„....being duly sworn,deposes and says that he/she is the applicant for Perri . .... ....... ..... ........... (Name M ndtviduaf si menq And that he/she is the (owner, or•AgenF,Corporate officer,eta) Owner and/or representative of the Owner or Owners,and is duly authorized to preform 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 herewith. ! Sworn to befoore,,m,Qe this; ,q ! ............ G?S.`:�................day of..1..Ir ` .....................,20 Notary Public. ...„. ..... Sy9i>a of xa=d) FORM - 06110 LE1130WITZ RE51DENCE (s) Z n-/ 0 LuELECTRICAL 0 AEFROVED AS NOTED © REMOVE RIDGE THIS SECTION; SAT ' ��B.P.# NEW SHED DORMER J w __ ___ __ ___ TIF Y BUILDING BDEPARTMENT AT o o m --- X6,5-1802 8 AM TO 4 PM FOR THE F ALLOWING INSPECTIONS: I FOUNDATION -TWO REQUIRED 6, PLUMBER CERTIFICATION FOR POURED CONCRETE I ON LEAD CONTENT BEFORE Z ROUGH-FRAMING,PLUMBING, CERTIFICATE OFOC CUPANCY 3. INSULATION ELECTRICAL&CAULKING` AUG o -_ SOLDER USED IN WATER 4. FINAL-CONSTRUCTION&ELECTRICAL O GENT � o SUPPL Y SYSTEI".f CANNOT MUST BE COMPLETE FOR C.O. EXG'EED 2I10 OF ��L ALL CONSTRUCTION SHALL MEET THE ( a G12 G12 EXISTI G LEA D. OF THE CODES OF NEW a YORK STATE. NOT RESPONSIBLE FOR N DESIGN OR CONSTRUCTION ERRORS. N o 0 o � � PLUMBING OCCUPANCY ORPLUMBINGa ALL PLUMBING WASTE USE IS UNLAWFUL a-- m w &WATER LINES NEED TESTING BEFORE COVER'"!G WITHOUT CERTIFICATE r OF OCCIJPANCY D—/ Ln W N Ll Lu _z ® � zU � — z Z iu ry � z F- 51 DE ELEVATION _ SCALE: -Ji = I ,-o" . . ., - O . � o ` U m x 0 m O w U z � E3-- Lu z o ( . Q U z z � o ®® w Q� OF NEW� EX15T1 NG 51 DE ELEVATION Opm / SCALE: i G' = I '-O" " ' �` PAGE: � I SOA 05g t` I h'0FESSe\ _ r. z O v- v E3- w Z O n Q-/— OLu Q z _ W w - >- o cn o m 0 m m m � o o � 0 m L r C9 „/ N L.L tt) W N ILJ z BACK ELEVATION - • SCALE: �" — i '-O" 2-2" C.B.THRU z Z 4 C.T. t R.R. (TYPICAL Z W BOTH ENDS) SECTION OF RIDGE O — R.R.TO BE REMOVED 0/ y z z 2- 14" LVL RIDGE w/ PROVIDE B' CDX PLYWD. SHEATHING _ a STRAPPING TO REMAIN W/'TYVEK' HOUSE WRAP#SIDING U �— TO MATCH z —� EXISTING RIDGE TO REMAIN i �- — __ _ EXISTING RIDGE TO REMAIN O DESIGN LOAD CALCULATIONS R- 2 IN ULA ON 4 VEN D 8 O MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(Ibsf) BAFFLES BETWEEN RAFTERS �� \�� @ �6"'0.0 0 EXTERIOR BALCONIES CO EXISTING 2"X G"WALL W/R 19 U NEW 2 X 4 STUD FRAME �� ��TO� x DECKS 40 KNEE WALL w/R-13 ��P ��&F INSULATION *-L' DRYWALLTO m ATTICS WITHOUT STORAGE 30 INSULATION z" DRYWA PFO\ BUILT I FAM ILYROOM SIDE TO REMAIN O ATTICS WITH STORAGE 40 TO BEDROOM 51DE ' BEDROOM LFp a, CLOS w ROOMS(OTHERTHAN SLEEPING ROOMS) 40 0,� �� o o �� 2"X 4" STUD WALL @ SLEEPING ROOMS 30 m I G" O.C. W/ R-15 INSULATION g' CDX PLYWD. SHEATHING W/ TYVEK HOUSE WRAP CRITERIA FOR CALCULATION OF DEAD LOAD EXISTING 4" PLYWOOD SUBFLOOR ACTUAL WEIGHTS OF MATERIALS REFERENCED TO A.I.A. R-22 INSULATIO EXISTING 2"X 8" C.J. I G" O.C.TO REMAIN ' ARCHITECTURAL GRAPHIC STANDARDS "VERIFY e' FIRE RATED U DRYWALL ON GARAGE EX15TING 3-92" LVL Z SNOW CEILING HEADERTO REMAIN GROUND SNOW LOAD 40 Lbs. EXISTING 3- 2"X 12" GIRDER* LALLY COLUMN FAMILY ROOM Lo SEISMIC ii TO FOOTING DINING ROOM w/ CATHEDRAL W u DESIGN CATEGORY 113 ii GARAGE AS J EXISTING EX15TING KNEE WALLii Q r^ON 13LOCKINGTO V J • WIND WIND SPEED 120 mph .11 FOUNDATION TO REMAIN U z L o EXPOSURE CATEGORY 113 EXISTING FIR5T FLOORSTRUCTURE U z CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA z o WEATHERING SEVERE _ FRO5T LINE DEPTH 3'-0" - FOUNDATION, FOOTINGS TERMITE MODERATE TO HEAVY t SLAB TO REMAIN W DECAY SLIGHT TO MODERATE ,OF tety y F) WINTER DESIGN TEMP. I I pt31� ICE SHIELD UNDER- AS PER MANUFACTURER'S BUILDING SECTION "A" � IAYMENT REQUIRED SPECIFICATIONS/STATE CODE FLOOD HAZARDS PAGE: SCALE: 4' = I '-O" ` O� 0513 �OFESSIO�, 2 AGK IFVATI Z g o a-/ Lu 0 N 0 z o 0 LL- EXISTING LEXISTING FAMILY zLu_ ROOM CATHEDRAL > w o c7 o m . m SECTION 4N-� .9 0 o 4-3 Q UNFINISHED 5'-9"PLATE HEIGHT CLOSETS- Q () ATTIC SPACE CUSTOM TO BE BUILT INTO N } O p PITCHED CEILING O BENCH SEAT3'-2" G'7-3" EI AL G Q 0, co W r` L�7 VINYL SHOWER PAN.ALL WALL 6, SURFACES s FLOORTO RECEIVE _ ' CERAMIC TILE FINISH;3'-0"KNEE N – —2'-2" WALL AROUND SHOWER- CD 6 L9 PROVIDE FRAMELESS GLASS Cr LINE OFT-O"CEILING — SHOWER ENCLOSURE 4 DOOR _N „/ ILD N N 'CENTERLINES OF WINDOWS lU-.Ji N_ BATH TO ALIGN ACROSS ALL, W W LIVING AREAS VENT INTERIOR BEDROOM I EXISTING AND NEW; NEW (L z ® BATH AS EXISTING WIN DOW5 APPROX.4'-1011 (( �� 24 MAR ss% usnT 5/ a ABOVE FLOOR,V.I.F.m Z V 9.3%VENT z m G) STEP DO w 3 ztu _ HALL ._.— - - - - - -o z _ OFUI >- N b IFVATIO4 EXTENDED OPEN BANISTER LINE OF 7'-0"CEILING – v o v /� I T\ o m WALL LEGEND: zL 0 BUILT-IN UNIT F F w L o ° / IL v 14'-1 a' N WALL TO REMAIN O z 2 G8 5'-0"PLATE HEIGHT u O CLOSET / \ ______ WALL TO BE REMOVED U m / II ° NEW CONSTRUCTION � 2"X 4" EXTERIOR WALL W/ R 15 IN5ULATION, 8'CDX PLYWOOD SHEATHING ON EXTERIOR, /UNFINISHED HOUSE WRAP*51DING TO MATCH; ATTIC SPACE PITCHED z' GYPSUM BOARD ON INTERIOR / CEILING. I \ 2"X 4" STUD FRAME KNEE WALL5 WITHIN ROOF RAFTERS; R-13 INSULATION WALK-T i RU LOSET- 2 GYPSUM BOARD ON INTERIOR SIDE r l BI� �I U WITHINUILTIITU ,TYPICAL UNFINISHED 2"X 4"STUD FRAME INTERIOR PARTITIONS z BOTH SIDES ATTIC SPACE _ '7777TT, WITH I LAYER z GYPSUM BOARD ON EACH SIDE; USE MOISTURE RESISTANT Ui BOARD IN BATH # U5E WONDERBOARD Lo ON ALL AREAS TO KECIEVE TILE Lu z EXISTING AC UNIT ITCHED ' TO REMAIN IN THIS AREA CEILING J I I [� U � Q U z z z C 1^1 0 EXISTING W A 1 SECOND FLOOR PLAN �o ssj �� PAGE: SCALE: 4" = I '-O" -- -- - - - - -- - - - -- -- - - -- - - - z go w o0N EXISTING R.R.TO REMAIN I I O Q z Luz Lu R�OF 5TRUCTURE AS EXISTING m m I I SE AON I _N O � O � 0 POST EXISTING RIDGE WITHIN o WALL* CARRY TO EXISTING -z HEADER BELOW U O OUTLINE OF HOUSE I I _ Lo L FRAME O \ / ON NEW SHED RAFTERS: \ PROVIDE FLASHING 4 CRICKET / z p O N a' CDX PLYWOOD w/1 5#FELT, z_ `\ I WHERE SHED RAFTERS MEET // e D- a m w Q \ I GA13LE END WALL / ICE WEATHERSHEILD @ PERIMETERS 4 VALLEYS AND ARCHITECTURAL ASPHALT ROOF 0 \\ EXISTING RIDGE LVL I / SHINGLES TO MATCH EXISTING I� VALLEYS TO BE REMO+ \ / Q „/ N I � Lu Lu I // �U � I LL Ln N LO � O \,, I 12 / I p Lu 2i u x - � � I x -JU I z 14 X02 Uri \ / >, ,i U' w w z z zfL/ \ I , zo — z t9 X,Q \ I / DO I W O m ROOF STRUCTURE I �' \`\ i ,// A5 EXISTING Lu \ i / EXISTING RIDGE TO REMAIN — .— . � zU \ I / (2- 14" LVL) W Jul —fIJ I z J12 — — • — • � o2N�INEW 2- • 4" rL FADER rNw Lu Lu z �ll/ J �r \Iiz � I ro 0 ! z / J I I \ OUTLINE OF NEW WALLS U I x N�I I • � I , ;,� .ter o 0 010 02 z I I i j,\0� EXISTING R.R.TO REMAIN \ U — .— . — .— . . • — •— • — .— . - - • • Ln z ROOF STRUCTU I I LU iAS EXISTING J I z z o OUTLINE OF FIRST I v FLOOR GARAGE WALLS W L . .- .- . - . -.- . - . - . . - .- . - . OF Ir C) SECTION ROOF PLAN PAGE: SCALE: 4' = I ,-o,, 0 8 E 4 L z A o D-/ ~ - CL/ 0 N Z O U' Lu Z_ EXISTING FAMILY ROOM w W/ CATHEDRAL CEILING t o EXPOSED BEAMS TO REMAIN a� m m � o � o J 0 -13 SECTION Q t A -13 EXISTING KNEE WAILS W/ ,, I o 8 X 8 P05T5 TO REMAIN (r) 73 L FX15TING 3-92° LVL DROPPED o C HEADER TO REMAIN o N IL a-- m w PANTRY { i dz { N KITCHEN z OUTLINE OF NEW W N { DORMER AREA ABOVE { Ln 0 { z { DINING ROOM z z w LIVING AREAS z z AS EXISTING WET BAR { U z J n CLOSET O0 m U X o ; Z o Q m z � O ENTRY a_ � O GARAGE AS EXISTING U BATH z � IRUIn In EX15TlNG GIRDER t LALLY � z COLUMN TO REMAIN Q • EXISTING C.J. U O >- TO REMAIN { z QD 4-1Lu OF jr l" I) OP A 1 3 k k SECTION (Z A , PAGE: F I RST FLOOK LAYOUT � r SCALE: J" = I '-O" A�G'ESS10�k S r GENERAL NOTES: GENERAL WIND PROTECTION CONNECTION NOTES NAILING 5CHEDULE The Information on this set of construction documents Is to relate basic design FRAMING NOTES. 10-9 and 1995 SBC High Wind Edition Wood Frame Construction 2001 SBC HIGH WIND EDITION WOOD FRA z Adapted from Standard for Hurricane Re5lstant Resldentlal Construction;SSTD — • ME CONSTRUCTION MANUAL � Intent and framing details. They are Intended as a construction aid, not as a Fasteners and Connectors for Wood Frame Construction JOINT DE5CRIFTION NAIL QUALITY NAIL SPACING substitute for generally accepted good building practice and are 1n compliance with • All lumber 15 to be Douglas Fir#2 or better at I G"on center I .A continuous load path between footm s,foundations walls,floors,studs and ~ current New York State building codes. The general contractor 1s responsible for P 9 ROOF FRAMING (S) providing Standard construction details and procedures to ensure a professionally • All wood framing In contact with concrete or masonry Is to be pressure treated. 'ACQ'designation roof framing shall be provided. RAFTER TO TOP PLATE TOE NAILED 8'-0*WALL:3-8d PER RAFTER A+ finished,structurally Sound and weatherproof completed product. refers to current arsenic free treated wood standards and shall take the place of'CCA' 10'0'WALL:4-8d PER RAFTER (f) 2.Approved connectors,anchors and other fastening devices not Included 1n CEILING J015T TO TOP PLATE TOE NA)LED 8'-O'WALL:3-8d PERJO15T H • General contractor to coordinate all subcontractors, scheduling of work and • the Standard Building Code,Table 2306.I shall be Installed In accordance with I O'-O•WALL:4-Bd PER JOIST O All TJI'5 are to be Installed In accordance with the manufacturer's specifications and shall Include CEILING JOIST TO PARALLEL RAFTER FACE NAILED SEE TABLE 3.7 EACH LAP Interaction between trades. manufactureli recommendations. Z squash blocking web Stiffeners at bearing points on girders and other load bearing areas CEILING JOIST LAPS OVER PARTITIONS FACE NAILED SEE TABLE 3.7 EACH LAP 3. Metal plates,connectors,screws, bolts,and Halls exposed directly to the DOLLAR TIE TO RAFTER ________________FACE_ NAILED _ _ SEETABLE 3.4 • The contractor Is responsible for ensuring that all work and construction meets BLOCKING TO RAFTER TOE NAILED 2-8d EACH END Z W W • Structural Steel A5TM A3G FY 3G K51 weather or sub ect to salt corrosion In costal areas,shall be stainless steel or - - - --- — k or exceeds current federal, state and local codes, ordinances and regulations,etc. rucuraee - —— J RIM BOARD TO RAFTER END NAILED 2-I 6d EACH END (Q O N hot dipped galvanized. -- --- --_ _ These codes are to be considered as part of the specifications for this building plan. Z p • All straps, connectors, plates, bolts, nails, etc. are to be galvanized. Designated connectors, straps, WALL FRAMING J ' Q z • If In the course of construction,a condition4.Where windows and doors Interrupt wood structural panel sheathing and TOP PLATE TO TOP PLATE FACE NAILED 2-1 Gd PER FOOT exists which disagrees with that as etc. on these drawings are my by Simpson unless otherwise indicated. All connectors, straps, etc.are to be - - -- - --indicated on these drawin s,the contractor shall sto work and note the designer siding,framing anchors or connectors shall be provided at the top and bottom TOP PLATES AT INTERSECTIONS FACE NAILED 4-I 6d JOINTS-EACH SIDE g p g nalled/boli In accordance with the manufacturer's specifications. of cripple studs,header studs,and at least one stud at each side of opening. STUD TO STUD FACE NAILED 2-I Gd 24'0/C t the engineer Immediately. Should he fall to follow this procedure and continue work, HEADER TO HEADER FACE NAILED I Gd I G'O/C ALONG EDGES he shall assume all responsibility and liability arising therefrom. 3" 5. Ridge stra s shall be attached to each air of o osin rafters except where TOP OR BOTTOM PLATE TO STUD END NAILED 2-1 Gd PER 2x4 STUD (� • All floor sheathing Is to be 4 AC type plywood,tongue groove and shall be glued and screwed to tl I' P Pp 9 a 3-1 Gd PER 2XG STUD Z_ collar ties of I xG or 2x4 lumber is located In upper third of attic space and ------- ------ ----- ---- --- ---- -- -- - - -- - -- - ----—--- ----- - - - - --- W • Dimensions take recedent over scale-DO NOT SCALE DRAWINGS. the floor Joists(G"o.c. edges* 12'o.c.field) 4-I Gd PER 2X8 STUD > J W I' attach to each pair of rafter,. BOTTOM PLATE TO FLOOR JOIST, Q Q } G. Uplift connectors shall be provided at each rafter bearing. BANDJOIST,END JOIST,OR BLOCKING FACE NAILED 2-1 Gd `— PER FOOT 9 • The designer has not been engagedes for construction Supervision and assumno • Solid blocking Is to be Installed every 8'-0"max. or mid Span of all floor Joists with spans exceeding - p (,) p CD responsibility for construction coordinating with these plans, nor responsibility for 8'-0", Blocking Is to be Installed at all point load bearing points. 7. Floor to floor hold-downs to be provided every 48,and every I G"within 4' FLOOR FRAMING construction means, methods,techniques, sequences or proceedril or for 5aftey Of exterior corners. J015T TO SILL.TOP PLATE,OR GIRDER, TOE NAILED 4-8d PER JOIST precautions and programs In connection with the work Indicated. There are no • Install double joists under all partitions running parallel BRIDGING TO JOIST TOE NAILED 2-8d EACH END warranties for a Specific use expressed or Implied 1n the use of these plans. 8.Sill Plate to Foundation Anchorage: Sill plate shall be anchored to the BLOCKING TO JOIST TOE NAILED 2-8d EACH END foundation with anchor bolts having a min. bolt diameter of 5/8"and 3"x 3"X BLOCKING TO SILL OR TOP PLATE TOE NAILED 3-I Gd EACH BLOCK • All exterior wall headers to be 2-LVL'5 as Indicated on floor plans t Sections and all Interior 1/8"washers. A minimum of one anchor bolt shall be provided within G to 12 LEDGER STRIP TO BEAM FACE NAILED 3-1 Gd EACH JOIST • Contractor to provide hardwired smoke detectors, with battery back up,and with headers are to be 2-2"x 8"unless otherwise noted. All headers exceeding5'-O"shall have a double JOIST ON LEDGER TO BEAM _ _ _ TOE NAILED 3-8d PER JOIs7 no Intervening switches, on all floors and 1n each bedroom. Verify with local code orches of each end of each plate. Anchor bolts shall have a minimum embedment BAND JOIST TO JOIST END NAILED 3-I Gd PER JOIST j requirements as per Section K3 17 New York State Residential Construciton Code. Jack stud with a Single king stud*on exterior walls provide double Sill plate(typical). of 7 inches 1n concrete/masonry foundations. Anchor bolts shall be located BAND J015T TO SILL OR TOP PLATE TOE NAILED2-1 Gd PER FOOT O Install carbon monoxide detectors as per code. within 12 Inches of corners and at spacing not exceeding 4 feet on center. - -- — - _--- _—-- - Q • Provide Insulation baffles at eave vents between rafters and soffit vents as Indicated ROOF SHEATHING 00 On plans STRUCTURAL PANELS W PFRIMETFP.FDGF 7ONF-I G"0/G-6'AT PANEL EDGES L PLUMBING HVAC NOTES: p -� 8d AND AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD OL • Exterior flashing IS to be adequately installed at all connections between roofs, walls, INTERIOR ZONE- I G"O/C-G"AT PANEL EDGES AND 12'AT dV s O • All plumbing work shall be one by a duly licensed plumber and must conform and adhere chimneys,projections and penetrations a5 required by approved con5trction practices. 811 INTERMEDIATE SUPPORTS IN THE PANEL FIELD to all New York State building codes t 5aftey requirements. FOR ROOF SHEATHING WITHIN 4'-0"OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4'-0"ON EACH SIDE OF THE ROOF PEAK.THE 4'-0"PERIMETER c� O FLOOR PLAN NOTES: EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. L • If wall plates or jol5t5 are cut during the Installation of plumbing fixtures or equipment } CEILING SHEATHING _ _ > contractor must provide appropriate bracing to tie framing back together. . Dimensions shall take precedent over scale drawings, DO NOT SCALE DRAWINGS GYPSUM WALLBOARD 5d COOLERS 7"EDGE/I O°FIELD y • Baseboard heating 1s to be hot water and zoned. Plumbing contractor 15 to WALL SHEATHING QL � c0 W ade Uatel size the System and lace the baseboards m an unobstructive location in each room • All Interior walls to be covered with Z"gy5pU5m board with metal corner reinforcing. All STRUCTURAL PANELS 8d W FDGF 7nNE-I G'O/C-G'AT PANEL EDGES AND 12"AT y p _ __ _ _ _ _ _ ___ _____ ___________ ____________ INTERMEDIATE SUPPORTS IN THE PANEL FIELD drywall products, Including gypsum board, screw,Joint compound,tapes�trim shall be U.S. required to recieve heat. Minimum of one thermostat for each zone will be required. Gypsum Co. ora roved equal. All joints shall recieve 3 coats ofjoint treatment. Sand final ad INTERIOR ZONE-I G°O/C-G"AT PANEL EDGE5 AND 12'AT 1'1' q olnINTERMEDIATE SUPPORTS IN THE PANEL FIELD • coat to a uniform smooth surface. All walls, ceiling and interior of closets to be taped and FIBERBOARD PANELS 7/1 G" Gd 3"EDGE/G"FIELD Plumbing fixtures to be Kohler brand or approved equal; color to be white ---- - - -- --- - ------ --- -- - -------- ------ -- - --- - - U selected by homeowner. 5packled, 3 coats, ready for paint. 2 513 2" ad 3"EDGE/G°FIELD = GYPSUM WALLBOARD 5d COOLERS 7"EDGE/I O'FIELD ad 4'FDQF 70NF-I G'O/C-G'AT PANEL EDGES AND 12'AT N • Interior paint to be Benjamin Moore, walls"antique white"and ceilings white, unless HARDBOARD INTERMEDIATE SUPPORTS IN THE PANEL FIELD • Mechanical subcontractor Is responsible for adhering to all applicable codes and -------- - ..- _.__.-.._._•.._..__ _—___ LO otherwise decided by homeowner. All Interior trim III:mot idings to be high gloss white. ad NTFRInR 7r NF-I G"O/C-G'AT PANEL EDGES AND 12'AT W N saftely requirements. otherwise SUPPORTS IN THE PANEL FIELD i • Insulation ratings and installation locations as Indicated on floor plans t sections FLOOR SHEATHING m • HVAC subcontractor to fully coordinate system data E requirements with the __. _-_- -- __-_ Q_ z C9 STRUCTURAL PANELS-I.OR LESS _ 8d 6°EDGE/12'FIELD equipment supplier and to provide final system layout drawing and submit It to general contractor, • Interior doors to be solid core wood; Style to be determined. • owner and equipment supplier for final review t approval. ' NaJmg reduirements are based on..If 54eathmg naded G inches O.G.At the panel edge. if wall sheathing is nailed 3 orches O.C.at the panel edge to obtain higher shear capacities"nailing r"uiremerRs for structural members shall be doubled,or alternate connectors,such as shear plates,shall be used to mamtam the ELECTRICAL NOTES: All bath t kitchen area walls and ceilings adjacent to wet areas to have water resistant loadP LU z drywall, and provide wonderboard for all areas set to I tile. When wall sheathmg 15 continuous over connected members•the tabulated number of nails shall be permitted to be reduced to I-1 Gd nail per foot. are Corrosion resistant 1 1 e rook nails and I G e sta es ermitted,check IBC for additional r urements. • All electrical work to be BOARD OF FIRE UNDERWRITERS approved and to Include . Kitchen to have granite countertops with ceramic tile backsplash; all baths to have � installation of fixtures ffi specifications as Indicated on plans. Light fixtures to be supplied by z -I white ceramic the as selected by homeowner. owner and Installed by contractor. GFI outlets required at bathrooms and exterior areas. Install Z all outlets as per code. All work is to be done in strict accordance with the New York State Code by a licensed electrician. All new switches b outlets to be Levltlon. Standard, supplied t.Installed z J N L by contractor. Contractor to do all hook-ups as required for bathrooms. RAFTER RAFTER4:� NOTCHED RAFTER O V J RIDGE RAFTER S RIDGE � z TOP PLATE O TOP PLATE _O O 4"o RooFvENT WALL STUD r l m WALL STUD v ROOF L Jo TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION 4 0 2ND.FLOOR WALL STUD KING STUDS ATTIC BATH 4 - NEW TH 3 WOOD JOISTWOOD JOIST 2ND.FLOORPLATE CRIPPLE STUD SUDFLOOR BLOCKING JOIST HANGER RIM BOARD HEADER 11/4 11)2 11/4 GIRDEPOIEADER I ST.FLOOR TOP PLATES JACK STUDS WOOD GIRDER WOOD JOIST O O O 3 15T FLOOR WALL 51UD W. S JOIST FRAMING OVER WOOD HOWERGIRDER JOIST FRAMING PLUSH WITH GIRDERn TYPICAL HEADER CONNECTION FADER SECOND FLOOR Q TYPICAL MULTI-STOKYCONNECTIONS I C� fl„4 3 2 z C.Oj 4 a I C.OWALL STUD o�HKKne LL _I BOTTOM PLATE i SUB FLOOR 38-1 Gd SINKER _ KITCHEN LAUNDRY BA H WALL STUD DOUBLE JOIST 15T.FLOOR WALL SND NAILS PER �@CORNERTY?. DOD Rm --•-- BOTTOM ATE MANUFACTT URER BATHTUB u DOUBLE JOISTPL4T 15T.FLOOR PLATES 01 2'XSILL Q E F.A.I. RIM JOIST TIP. V / 4 RIM BOARD ` � O O DOUBLE JOIST FOR NON-BEARING WALLS DOUBLE SILL PLATE DBL.SILL PLATE y, L IN e DOUBLE JOIST FOR UNDER ABATI-IiUBANCHOR BOLT SHIEARRCONNEE-MIN. O >-.. FOUNDATION WALL PROVIDE 1/2"SPACING 12'LENGTH BETWEEN THE END STUD 30"MIN. FOUNDATIONLl FL-- z ♦� ) FIRST FLOOR AND THE OTHER ST NG REBAR LENDH WALL T P, Z FOR CONNECT CORNER STUD R MIN. SILL GASKET HOLDDOWN INSTALLATION TO TRANSFER SHEAR I ST.FLOOR TO FOUNDATION CONNECTIONS FROM CORNER 1 d!!* PAS- WITH(2)16dSHIELD COMMON NAILS @ G'O.C. METAL HOLD-DOWN/UPLIFT ANCHOR C.0.11- a V DBL.SILL PLATES -1--� 4 _ TO SUFFOLK COUNTY (TO OVERLAPJOINT5) 51111.1. ENDWALL WIND RESISTANT CONSTRUCTION CONNECTORS cn DEPT.OF HEALTH FOUNDATION WALL SERVICES APPROVED SHEAR WALL CORNER CONNECTION CONNECTION LOCATION: PART NUMBER: NOTES: HOUSE SANITARYSY5TEM, TRAP RIDGE-TO-RAFTERS C520@21" APPLY TO EACH PAIR OF RAFTERS Q BASEMENTSILL PLATES TO FOUNDATION ANCHORING RAFTER-TO-WALL H7 APPLY TO EACH RAFfEP RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER CONSTRUCTION DETAILS t WIND LOAD PATH CONNECTION DETAILS PLATE-TO-WALL STUD 0520 @ I8" APPLY TO EACH WALL STUD Of NOT TO SCALE2ND.FLOOR WALL-TO-15T.FLOOP,WALL LFTA or C520 3G" APPLY TO EACH WALL STUD SLOPE" 1/4" PER FOOT PITCH TO �`� DRAIN •�� �0 HEADER-TO-JACK STUD G520 12" APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD PAGE: SHEAR WALL HOLDDOWN ANCHOR SSTB I G APPLY TO EACH SIDEWALL END WRAP UNDER DOUBLE SILL PLAT E IST.FLORUNDERSILL PLATE C520PLUMBING SISE DIAGRAM USE WITH 3"SQUARE WASHERS) r NOT TO SCALE I U5E THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURES RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 0 C.