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Home My WebLink About37127-Z `og�FFOl,�co Town of Southold 3/27/2017 P.O.Box 1179 + 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38878 Date: 3/27/2017 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1200 (1140)Deep Hole Drive, Mattituck SCTM#: 473889 Sec/Block/Lot: 115.-12-16 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/26/2012 pursuant to which Building Permit No. 37127 dated 5/24/2012 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITIONS AND ALTERATIONS INCLUDING FIRST FLOOR COVERED PORCHES, SECOND FLOOR DECK AND ATTACHED GARAGE TO AN EXISTING ONE FAMILY DWELLING, PER ZBA DECISION#6542, DATED 03-15-2012,AS APPLIED FOR The certificate is issued to Mele,Patricia&Christiano, Cheryl of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37127 11-15-2012 PLUMBERS CERTIFICATION DATED 07-26-2012 PeFection Plumbing A t ed Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT =� TOWN CLERK'S OFFICE �y • 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#: 37127 Date: 5'a 2012 Permission is hereby granted to: Mele, Patricia & Christiano, Cheryl 1140 Deep Hole Dr Mattituck, NY 11952 To: Demolition, Additions & Alterations to a Single Family Dwelling; Living Room, Dining Room, Kitchen, 3 Bedrooms, Entry Hall, 2 Baths, 1/2 Bath, Laundry, Office, Covered Porchs, 2nd Story Deck, Fireplace, 2 Car Garage, as applied for. At premises located at: 1200 (1140) Deep Hole Drive, Mattituck SCTM # 473889 Sec/Block/Lot# 115.-12-16 Pursuant to application dated 3/26/2012 and approved by the Building Inspector. To expire on 11 a 9 2013. Fees: CO -ADDITION TO DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,538.80 Total: $1,588.80 ilding Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal (S-9 form). 3. Approval ofelectrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of l% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from.'architect or engineer responsible for the building. 6. Submit'Planning Board Approval of completed site plan requirements. B. For existing buildings(prior io April 9, 1957)'non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy -New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial $15.00 Date. 3 New Construction: Old or Pre-existing Building: (check one) Location of Property: f, qo T),e-e 0 Y `0 I`r— v' ( T T�tG� House No. Street Hamlet Owner or Owners of Property: , p.Q G Suffolk County Tax Map No I000,'Section ' Block Lot Subdivision Filed Map. Lot: Permit No. 3 �7 jot ' Date of Permit. ^f 3 Applicant: Health Dept.Approval: Underwriters Approval: Planning Board-Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ JVD pplicant Signature pF SOl Town Hall Annex o Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 • COQ roger.richert(�-town.southoId.ny.us OWN, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Chnstiano/Mele Address: 1140 Deep Hole Dr City: Mattituck St: NY Zip: 11952 Budding Permit#. 37127 Section- Block: Lot WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Tucker Electric Inc License No: 4926-me SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 200a Heat Duplec Recpt 52 Ceiling Fixtures 10 HID Fixtures Service 3 ph Hot Water GFCI Recpt 15 Wall Fixtures 15 Smoke Detectors 55 Main Panel 200a A/C Condenser 2 Single Recpt 2 Recessed Fixtures 26 CO Detectors 2 Sub Panel A/C Blower 2 Range Recpt Fluorescent Fixture Pumps Transformer AppliancesN52 Dryer Recpt 1-20 Emergency Fixtures Time Clocks Disconnect 200a Switches Twist Lock Exit Fixtures 11 TVSS Other Equipment: 200a underground service, 6-paddle fans, 2-exhaust fans, 8-ARC fault circuit brea Notes: Inspector Signature: TDate: Nov 15 2012 81-Cert Electrical Compliance Form.xls TEL 765-1802 TOWN Or SOUTHOLD �t OI--I:ICri Or BUILDING INSPECTOR P.O. BOX 728 TOWN I I ALL SOUTIIOLD,N.X. 11971 C E R T I V I C A T I O N Date Building Permit No•�� l �� Owner ?a (Please prIn -) L�I tunher /nm l M /V► ,/ %( l 9, (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (plumber's signature) SworrJnto befojkthis --9,9--day o ----. ----/---------- 19 F/� publ iC Nota MICHELLE DISTASIO Nota y rY Public,State of County No.4994753 New York Notary Public, — -- oualifiedinSuffolkcoun Commission Expires May 22 Z0 z SO(/1�� TOWN OF-SOUTHOLD BUILDING-DEPT.- , 765-1802 -INSPECTION . '-. [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION- FRAMING/ NSULATION- FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: { 4- DATE �� INSPECTOR _ol ' 2/7 fjf SOUjyolo —-- --- cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 0La I r�c �-r v &Ias— f C klncoc,-eklt:- V�a A� -/clllj e�- p DATEAQ V1 INSPECTOR OE SOUryo�- 371 ,9--7 coulm,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION" GI FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ) INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE'SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: t � ✓ems DATE �� /4� INSPECTOR Of SOUTy�� TOWN OF-SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . [ ] FOUNDATION IST [ ] ROUGH PLOG. FOUNDATION-2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: c-� f DATE ��0� INSPECTOR ' 3 r3f so couNmv, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION I ST [ ] ROUGH PL13G. F"DATION [ INSULATION c,�fRAMIN STRAPPING [ FINAL FIREPLALi IORAPPNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICA N L) I C_7 REMARKS:— DATE - 7/f; NSPECTOR a J,<4' rjf so lloumm, TOWN-OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ I FOUNDATION I ST [XROUGH PLI3G. [ ] FOUNDATION 2ND INSULATION Vo��M::l N:�6�S T R.A P P I N G FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL,(FINAL) REM S:. -&&tot DATE — INSPECTOR pF SO(/T�O� i qE l cou TOWN OF SOUTHOLD BUILDING DEPT. 765-'1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE f t v INSPECTOR" ' l �aOE SOUryo cOUMY,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI-ON [ ] FOUNDATION i ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ IkSULATION. [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECT (FINAL) REMARKS: �� DATE �� INSPECTOR - J QF$o(/TyO� j co ,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ELECTRICAL (FINAL) REMARKS: F-I"k o(<-- DATE �� v INSPECTOR` O��OF SO(/l�o! 3, 7 l o �o UMV,��Q TOWN OLD BUILD G DEPT. 1802 INISP ION [ ] FOUNDATION 1ST [XFINAL H PLEIG. [ ] FOUNDATION 2ND ( ATION [ ] FRAMING /STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E ECTRICAL (FINAL) EMARKS: r 6J � DATE INSPECTOR r ZOf 50(/lyo NiV TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. ( ] FOUNDATION 2ND [ ] 1 ATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [, ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 10. cam DATE o INSPECTOR ` �� Tv / L'iL 7 1 Mk J 40 PEW PAP Iry r i 11� m� � 'Mi L - N i • TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applyingp TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX:(631)765-9502 '� Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form NYSDEC Yustes E C E j� n n (� 1434aiW rood P n �f U �C. rood Permit Examined 20 °� Q toren-Water Assessment Form r Approved = q__120 1 D EC 2 1 2011 Disapproved a/c " NO P� hone Expiration 10 — 10 20 13BLDG DEPT. r TOW SVTH Bui ding Inspector V\ APPLICATION FOR BUILDING PERMIT erauL�- � t Date LJ ,20—ILINSTRUCTIONS a This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule b Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways c.The work covered by this application may not be commenced before issuance of Building Permit d Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant Such a permit shall be kept on the premises available for inspection throughout the work e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months Thereafter,a new permit shall be required APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herem 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 or builder Name of owner of premises (At on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. 44.5-0-4-14 yy —14 Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land o hich propos work wllbe done: �40 _� o & � AD IU, ;V\/ House Number Street Hamlet County Tax Map No. 1000 Section �e Block Lot / Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occulancy of proposed construction: a. Existing use and occupancy�f .� p t Imo- E- r�_r�C e- b. Intended use and occupancy d 3. Nature of work(check which applicable):New Building Addition V`0" Alterations Repair Removal Demolition too' Other Work I� (Description) 4. Estimated Cost ►� Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor 9 If garage, number of cars 2- 6. 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 0 i 7. Dimensions of existing structures,if any:Front {�a Rear ��a!� Depth Height JW Number of Stories / 7� Dimensions of same structure with alterations or additions: Front i i` Rear Depth �>� r Height Z.&V Number of Stories 8. Dimensions of en�t .e new fonstruction:Front 2 0 s Rear Depth -38. Height �I Number of Stories 2— 1 �j g�D 9. Size of lot:Front 'lt�r Rear 50°V; Depth 24 Irrecvii�, 10.Date of Purchase 3`� 6N'ame of Former Owner P(01 Al A' a1 e4 W 11.Zone or use district in which premises are situated 4o 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO 13.Will lot be re-graded?YES_NO Will excess fill be removed from premises?YES_NO 14.Names of Owner of premises 1 g7 /O4dress/�'��c�ip� �� Phone No.43 2—w 8� 05' Name ofArchitect Mi/vI ddress i JA Phone No 45311-7416 -44'114S Name of Contractor " a PA&30,&0 Address d '� Phone No.(V,� � �.95 7S 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES -neNO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS 9AY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES V 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 i✓ *IF YES,PROVIDE A COPY. STATE OF NEW YORK) COUNTY OFS�� y��SS elZ !►'� being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,Agent,Corporate Officer,etc) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application, that all statements contained in this application are true to the best of his knowledge and belief, -that the work will be performed in the manner set forth in the application filed therewith Sworn to before me this OUTANNE GILLIAN day of & �' 1��c N t ry Plj2 state of view Vo 210111 ill Suffolk County Notary Pub is °°' 1C09y "'^p'�,ALK'LlSt 1 Signature o,Ap icant I A"7 -•:C��Q1�`i'i",, - - �ii.i'iii's•„-- �e ~ - Fg '.i4i- :� ,�n-r.-e - ',�i`i f rr'4 i rr. 11 Ilk t S, ViO •CII r �"..: 1 ��« ..,V 11 r'I%j ��111 �% r i 3 i _ i / v/�,,, �QL1•'1'I'OO�e' 0_ 00pPOWN ''T`ISTE :' :� � � •'-S��ITTI�C�`LD�'.1�TEW YORK' :_.: .•�. If�'� =-? - � J• m a. zCl,;�.",?''f Z,,_4 , & r S y !moi v �./ PEIIIT Nor 77831 ,, r,, {� r ( DATE, MAY 16 -2012 + i f - I' 'p>}ti)..�/l 'v}.1..4�• r'-! It�Y�4.1 i .M`� I T' ,+'1 t l lAi i 1 iJu 31114,•�1i 4,`)"✓.F At� 'Vei'J n��lt1-•''f.�R.:`.' '- '• ' } / '); - ' %,`' ` ��N' ISSU,Epf"TO:- PA IC E w( , t.. { TR �AtM I;fI+`��'IE�Z�' :CHR'ISTIANQ,M PROPERTY ADDRESS: 114.,D DEEP.IROL,E�D.RIV.E;,MATTLTUCKI, 1: r s e t 1' SCTM# 115-12-16 jj11�• .r > M.i.'i!''�Al'1f3i'`.i ';) a->"r , r '; ,.tn..i��i; " ...pp SAAS{i, ss.'.$��jj�1{ �,..,,.! J'r~.,.�, -..,t ei ¢¢ -'t•S,'l; L) :�.`-„ �' �4 � 'i111'1 fF � �h'" - i;., ,,Ci,`,`�•�'r.;.� �� ;_�ra �' i,sLP."rrtY i'`, �3ryi<,,, ;�j,k�;�:� r;P n�� it a � .y d a r'�`�r � � �;lit! 't' k�+' �,,'s +.? i "1:'", - ��. Ppb a•},9,,,,j,.i :� -= � '4'• - , _ rs ?Z L S^: Ir TION, i= t-:;1'ti,C{' -�� .a��F' ",3X:. ?385 ;'Ee :_.•� e \ •y;b_{:`49-.> 'i t _; .. ' -,,F- a4s a' ,,r'a�J.'i{^.A'' ` ,d", - �'" :.,.,'a�f,�;o t" i is i ,t'" .,+ n s ,1 �•. e a1gP.Cj•�ltilir ;'.illi'• `$ i-..r:'•, ',d;szas „>rt�l;:s 'sc: `??``„)jI311'��);;; [.+:.C,!>);ii tf�>{dlrr:te: )llrl:t..1'$'. •<i (F,n!{ .t. �' �' SOU4s''rl;j Pursuant to the provisio s q,% pter 2x75 aj#or Ch�ptterjll L,o�the,TowntCode,tof the,Tovy}1 of 1 0 and in accordance with t ie Resolution of the Board of Trustees adopl ted at the meeting held on Mav 16,2012,and inconsideration of application fee in the sum'of 250.00-paid VyPatncia Mele&Chervl '- s Christiano and sub qct to the Terms and Conditions as stated in the Resolution the Southold Town Board of �I+V J - r'r000: l' Trustees�author`z " r r)"r r, i r t*FtSr'<i; WI! S' es-and p'etfmts`the folld�vu�'g _•t r.?' � -16 - .t1;,IffSj�iitJ .•i'1 i(T fi311r.;!', :'1''• t. �17a'it)-;.:(, .. `riY;<, � �. y _ Weiland Permit to re�iovate t ie exis ing�dwelYitig,"c'onstruct a second'-story ; addition and landward extengi�on with a two-car gauge; with the co ditions thpt the • �Elt?�l „!) l`• i. i+t)t'rt V€iF, - 3iti. `aJ'[`..` ,a,; ',?i l +r ji';• i' r existing structure is not to•be demolished, and if there is a reason for the structure to have 6 be demolished new esrmits must be applied for prior to demolition; the � P PP • P � � immediate,removal of the�t o,,E2�s;jet7s4i,tloak�;t;apd,as,depictest onithe site plan 0 prepared by Natalie Nieinariii°RA. & kir klVeimann;'Designer;jlast_datedMarch 23, 2012, and stamped approved on May 16,2012. A ` P.a)!AMWITNESSV1fEREOF,?the said'B,oa'rd'Af Trustees hereby,causes its Co`rporatei Seal,ko"lie affixed, A' anditlieso•presents,to;be„subsrtt'ibcatgy,raj;o'tija6frthe,,saind�isoarcUas•of,this?dateuj::, 11; Iii„ •�, ' ,q �t i_t1: ).}��, itl��1\�•'a)t , , • �J„ , ?' il.}. 'J lair�� ,J,i llt}�,1).. rl)'i,:t1�' . -'-,A!lo ,r t' id 1 .. ti 1 Bbb•'GYid� b,' 1Jr,.:Jt' 1i t11 i ;,:air- ;}toy ,:,.� t,rir =iir? t✓f At, y:�= `= .:)III>°.. •��) •� 11'.j. ,,. it(]v- i� F '{J1r;J`, ''r.i`: .�jn ,•lJ`I sY.i a i:3a i( i r 1P� V h1'r !y •�;•1/ 2� rr'i�y ,ni/1 V.. ..r� I,b � "rw/ i 1 ./ 11w- 14•• IIa., ..s�i4r.�.w ..�/rr-�.Ft1'” — "�i :S,/�IMI4i L•_ - -'��:�.::.:_IL•ye.� _ ..+'�l f:-4�1,�1''r "'� ��,�5:�!0�/'•�- James F.King,PresidentTown Hall Annex Bob Ghosio,Jr.,Vice-President ho0V SoUlyOlO 54375 Main Road P.O:Box 1179 Dave Bergen 4 4 Southold,New York 11971-0959 John Bredemeyer G 4 Telephone(631)765-1892 Michael J.Domino '.� i0 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE #0876C Date: July 22, 2013 THIS CERTIFIES that the renovation of the existing dwelling,construction of second- story addition and landward extension with a two-car garage; and the removal of the two 'e� t-ski floats. At 1140 Deep Hole Drive Mattituck,New York Suffolk County Tax Map# 115-12-16 Conforms to the application for a Trustees Permit heretofore filed in this office Dated April 20,2012 pursuant to which Trustees Wetland Permit#7783 Dated May 16, 2012 was and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the renovation of the existing dwelling,construction of second-story addition and landward extension with a two-car ars e• and the removal of the two jet-ski floats. The certificate is issued to PATRICIA MELE&CHERYL CHRISTIANO owner of the aforesaid property. Authorized Signature FORM NO. 3 NOTICE OF DISAPPROVAL DATE: January 6, 2011 TO : Mele/Christiane 1140 Deep Hole Drive Mattituck,NY 11952 Please take notice that your application dated December 21, 2011 For demolition&reconstruction, including 1St floor additions &new 2nd story at Location of property 1140 Deep Hole Drive, Mattituck,NY County Tax Map No. 1000—.Section 115 Block 12 Lot 16 Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conforming 12,375 sq. It. lot, is not permitted pursuant to Article XXIII Section 280-124 which states, "This section is intended to provide minimum standards forrg anting of a building permit for the principal buildings of lots which are recognized by the town under 280-9, are nonconforming &have not merged pursuant to 280-10." For lots less than 20,000 sq. ft.,the required side yard setbacks are 10'min. & 25'combined. The proposed construction indicates a minimum side yard setback of 9.7' and approx. 19.5'combined. In addition, the proposed construction is not permitted pursuant to Article XXII Section 280-116 which states: "All buildings or structures located on lots upon which a bulkhead, ... and which are adjacent to tidal water bodies other than sounds shall be set back not less than 75 feet from the bulkhead." The proposed 1St&2nd story decking is indicated at 68.7' from the bulkhead. Authorized Signature BOARD MEMBERS "0f so, Southold Town Hall Leslie Kanes Weisman,Chairperson p� �l0 53095 Main Road -P.O. Box 1179 Southold,NY 11971-0959 James Dinizio,Jr. Office Location: Gerard P.Goehringer G • Q Town Annex/First Floor,Capital One Bank George Horning �O ,,ate 54375 Main Road(at Youngs Avenue) Ken Schneider � conNr�,��' Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS RECEIVED TOWN OF SOUTHOLD 10 q Tel.(631)765-1809•Fax(631)765-9064 MA 2012 FINDINGS,DELIBERATIONS AND DETERMINA�TIC3 MEETING OF MARCH 15,2012 Southold Town Clerk ZBA FILE: 6542 NAME OF APPLICANT:Patricia Mele and Cheryl Christiano SCTM#1000-115-I2-16 PROPERTY LOCATION: 1200(aka 1140)Deep Hole Drive(adj.to Deep Hole Creek)Mattituck,NY SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the S'tate's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated February 28, 2102 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated February 27, 2012. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: Subject parcel is improved with a one and a half story single family dwelling on a non-conforming lot located in the R-40 zone district. It has 50.00 feet of frontage on Deep Hole Drive, 250.00 feet along the south property line, 50.25 feet on Deep Hole Creek, and 245.00 feet along the north property line as shown on the survey dated November 20,2011 prepared by Kenneth M. Woychuk,L.S. BASIS OF APPLICATION: Request for Variances from Article XXIII Section 280-124 and Article XXII Section 280-116 and the Building Inspector's January 6, 2012 Notice of Disapproval based on an application for building permit for demolition and reconstruction, including first floor additions and new second story at: : 1) less than the code required minimum side yard setback of 10 feet; 2) less than the code required combined side yard setbacks of 25 feet; 3)less than the code required minimum bulkhead setback of 75 feet. RELIEF REQUESTED: The applicant requests variances for demolition and reconstruction of their dwelling requiring minimum and total side yard setbacks of 9.7' and 19.5' where the code requires a minimum of 10 feet and total combined of 25 feet. Additionally they are asking for relief of 68.7' setback from the bulkhead where the code requires a bulkhead setback of 75 feet. ADDITIONAL INFORMATION: During the hearing, the applicant was asked to bring the plan into more conformity with the code. On March 5, 2012,the applicant submitted a plan increasing the single side yard Page 2 of 3—March 15,2012 ZBA File#6542—Mele/Christiano CTM. 1000-115-12-16 setback to a conforming 10 feet with a total side yard of 20.1 feet. Additionally the applicant's agent submitted the Suffolk County Health Department setback standards for septic tanks to a slab foundation and the amended plans conform to those requirements. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on March 1, 2012 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law §267-b(3)(b)(1). Grant of the amended variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Many of the homes on the road are situated on non-conforming lots and have undergone considerable renovations. The requested amended setbacks are similar to other homes located on the waterfront. 2. Town Law X267-b(3)(b)(2). The benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant was asked to bring the requests into more conformity with the code. The amended plans reduced the side yard requests to a minimum side yard conforming to code and a total side yard of 20.1. The change on the water side of the dwelling will be a second story deck over a larger porch which is maintaining the current setback that has existed on this property since prior to zoning. 3. Town Law 4267-b(3)(b)(3). The variance granted for the total side yard setback herein' is mathematically substantial, representing 20% relief from the code. The variance granted for the bulkhead setback herein is not mathematically substantial, representing 8% relief from the code. However, the applicant reduced the number of variances requested by conforming to the code for the minimum side yard setback. Additionally, the septic system was updated two years ago and in order to conform to the total side yard setback the septic system would have to be relocated thus incurring a costly expense to the property owner. 4. Town Law X267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the amended application is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an updated larger dwelling with attached garage preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Goehringer, seconded by Member Weisman (Chairperson), and duly carried,to GRANT,the bulkhead setback as applied for; and shown on the revised plan dated last revised 3/5_/12, prepared b¢y Natalie Niemann,R.A. noted as pages S-1,A-1 through A-4. DENY the side yard setbacks as applied for and GRANT ALTERNATIVE RELIEF as follows: the minimum side yard setback shalLlze conforming and the total side yard setbacks shall be 20.1 feet as shown on the revised plan dated last revised 3/5/12, prepared by Natalie Niemann, R.A. noted as pages S-1,A-1 through A-4. Page 3 of 3—March 15,2012 ZBA File#6542—Mele/Christiano CTM 1000-115-12-16 Any deviation from the survey, site plan andlor architectural drawings cited in this decision will result in delays andlor a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the rightto substitute a similar design that is de mimmis in nature for an alteration that does not increase the degree of nonconformity Vote of the Board. Ayes•Members Weisman(Chairperson), Goehringer,Schneider,Dinizio,Horning. This Resolution was dilly adopted(5-0). Leslie Kanes eisman, ClYairperson Approved for filing �j /4 /2012 Town of Southold N Erosion, Sedimentation & Storm Water Run-off ASSESSMENT FORM o PROPERTY LOCATION: s.C.T.M.#: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A Ol STORM-WATER,GRADING,DRAINAGEAND EROSION CONTROL PLAN _151—strict se ti n Dock Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM# / WORK ASSESSMENT Yes No a. What is the Total Area of the Project Parcels? (Include Total Area of all Parcels located within /0' Will this Project Retain All Storm-Water Run-Off the Scope of Wolk for Proposed Construction) a, `' 03ii� Generated by a Two(2")Inch Rainfall on Site? b. What is the Total Area of Land Clearin (S.F./Acres) (This item will include all nun-off created by site 9 — clearing and/or construction activities as well as all and/or Ground Disturbance for the proposedr,, �6 Site Improvements and the permanent creation of construction activity? ' - (S.F.I Acres) impervious surfaces.) PROVIDE BRIEF PROJECT'DESCRIP IZON (Provide Additional Pa 2 Does the site Plan and/or Survey Show All Proposed Pages Drainage Structures Indicating Size&Location?This Item shall include all Proposed Grade Changes and ,4T Slopes Controlling Surface Water Flow. $ Does the Site Plan and/or Survey describe the erosion I Se-fVV (,S and sediment control practices that will be used to — D 0/ control site erosion and storm water discharges. This -1'�� A5 2— Cc-Ar� item must be maintained throughout the Entire Construction Period. 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? El rj Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand (5,000 S.F.)Square Feet of Ground Surface? E-1 6 Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction — General DEC SWPPP Requirements: or within One Hundred(100')feet of a Welland 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 Wilt there be Site preparation on Existing Grade Slopes are part of a larger common plan that will ultimately disturb one or more acres of land; which Exceed Fifteen(15)feet of Vertical Rise to Including Construction activities involving sod disturbances of less than one(1)acre where the DEC has determined that a SPDES permit is required for storm water discharges. One Hundred(100)of Horizontal Distance? (SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit 8 Will Driveways,Parking Areas or other Impervious for Storm Water Discharges from Construction activity-Permit No.GP-0.10-001.) Surfaces be Sloped to Direct Storm-Water Run-Off 1.The SWPPP shall be prepared prior to the submittal of the NOI.The Not shall be into and/or in the direction of a Town right-of-Way? submitted to the Department prior to the commencement of construction aM Z ctivity. 2.The SWPPP shall describe the erosion and sediment Control practices and where 9 Will this Project Require the Placement of Material, required,post-construction storm water management 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 permit.In addition,the SWPPP shall Identify potential sources of pollution which may reasonably be expected to affect the Area?(This Item will Nor include the Installation otDrtveway Apron,.) quality of storm Water discharges. NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark 3.All SWPPPs that require the post-construction storm water management practice in a Box and the construction site disturbance Is between 5,000 S.F.81 Acre in area, component shall be prepared by a qualified Design Professional Licensed in New York 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 Management Southold and Must be Submitted for Review Prior to Issuance of Any Building Permit. (NOTE: A Check Mark(,f)and/or Answer for each Question is Required for a Complete AppliCaBon) STA1E O W YORK, J(SUN'I'Y OF.. ..... .. . ... ............SS f That I............... JF s............X............being duly sworn,deposes and says that he/she is the applicant for Permit, Name of individual YRIn Document And that he/she is the .............��..I........... . (Owner,CoriUector Agent,Corporate Officer.etc.)...•...•.....•...........•...•.......•....•..•••...•.•••...•... Owner and/or representative of the Owner or Owners,and is duly authorized to perfo or have performed the said work and to make and file this application;that all statements contained in this application are true t. a best of his knowledge and e; d that the work will be performed in the manner set forth in the application filed herewi Sworn to before me this; , Notary Public: .......... .................................................... ............ (Signature of Applicant) FORM - 06/10 NOTARYPUBLIC ,STATEOFNEWYOW;Ii. NO.O;HY6189695 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES 06/30/26 Town Hal!Annex Telephone(631)765-1$02 54,375 Main Road 9 Q2 P.O.Box 1179 G rage_ r__ .nom 9I 1 �u��ttl lCi.lay.l s Southold,NY 11971-0959 �� Wa DING DEPARTMEW TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REDate: QUESTED BY: r Company Name: _—' Name: License No.: /77� E, Address: Sox o6� Phone No.: L��1 JOBSITE INFORMATION: (*Indicates required 'information) *Name: *Address: *Cross Street: _` *Phone No.: _ �- 631 6 Permit No.: 9 Tax-Map District: 4000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORKP { lease Print Clearly) , N Euu �e7 (Please Circle All That Apply) Is job ready for inspection: YES! V� Rough In Final j *Do-you need a Temp Certificate: ES/ NO j Tamp Information.(If.needed) *Service Size: 4 Phase 3Phase 700 450 200 300 350 400 Other *New Service: Re-connect Undetground Number of Meters I Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION I iW U47--/( X_. .C: >C.rtis� izcsl C� ��+�+ 7Z� ,I �1 ��D r9-,�►y �vr�77v _:2L9 c) R24:Zeques#for Inspection Form t SO!/j�ol Town Hall Annex O Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 CA Southold,NY 11971-0959 �l �O c®UNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD July 12, 2013 Patricia Mele & Cheryl Christiano 1140 Deep Hole Dr Mattituck, NY 11952 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. (contact your electrician) A fee of$50.00. Final 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 BUILDING PERMIT: 37127 — Demo and Addition/Alterations 6, P, # 3 70- 7 BUILDING PERMIT EXAMINER CHECKLIST Date Submitted. 3- Date Reviewed. Applicant: VL � t - Owner: PaAtiCL�9- /11,e& 'bl- dlyu/C&44� o- Architects Ei 1 /V Q Estimated Cost: 17'-�;-k- SCTM# 1000 - Subdivision: Zone: �40 Conforming? /10 Property Address: 0 _ � �uw2. � City: Pre COs. ,Building Permits (Open/Expired): BP -Z/CIO Z- °— ,Info: BP -Z/C/0 Z- ,Info: BP -Z/C/0 Z- , Info: BP -Z/C/0 Z- ,Info: BP -Z/C/o Z- Info: Single& Separate Search Required? Y o6NN Determination: -S TOR R_itM.a,r,,F REQ. Lot Size: (-- zZ aAACT. Lot Size: r��-� REQ. Lot Cov. o 7b ACT. Lot Cnv. REQ. Front ACT. Front REQ Side ACT. Side REQ. Rear PROP. Rear REQ. Hei ht 3 ar ACT. Height Re-t, BOTH SI DES ACT Project Description: aj, of Waterfront? or , - a-C�cJL� �- 'a�1 If yes, water body: �– anel# '–' Flood Zo �: X- �V1khead/ tuff Dis ance �� B� ADDITIONAL APPROVAL'S`REQUIRED ALAN S�� SIGNED, SEALED SuRV�Y DR sirE RAN ®� Suffolk County Health: Y olf NJ- If yes, *Bed#: *Date: _/ /_*Permit#: Town Septic: Y-N®� If no, certification required: Y or N Received: Y or N By: NYS DEC: PRE-DEC 9/1/75 Y 0 Date: —/—/— Permit#: or NJ Letter- Notes: Southold TrusteesOY Date: /_/_ Permit#: or NJ Letter-Notes: Southold ZBAY or N- Date: /1- IX Permit#: �-r> oq--Notes: Southold Planning: Yo /N Date: / /_ Permit#: -Notes: Town Landmark C of A: Yo TE: _/ / *NYS CODE Compliance(page 2): Y orl -cr �roSp CoNTRAoR klct ® nIsABILITY f LIA-6 I.IT-/ ®�C.ti ,09kMENs COMPS/V s.4T-10W Notes• a ,'Fee Structa cu a ion: Foundation: °— SF �/�7 X $ , q-® =$ 1 -33 9 . 90 First Floor: ® 6 SF + Initial Fee: $ al-00 , 00 .,Second Floor: ) oZ I SF +Additional Fee �_�: $ SF SFX$ . _$ Total: 334-7 SF +Initial Fee: $ +Additional Fee ( ___): $ C OF O FiEE) `�® ' 0� As BUILT FEE &-" TOTAL: $ 153 9, 9 0 NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: 0\_ .Ground Snow Load:P_0 Wind Speed: 12OMPH Seisnuc Design Category: B Weathering: Severe -Frost Depth: 36" Termite: M-H Decay: S-M Design Temp: 11 Ice Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: YIN WALL STUDS: Y/N GIRDERS: YIN CEILING JOISTS: YIN FLOOR JOISTS:YIN ROOF RAFTERS: YIN LUMBER SPECIES AND GRADE: YIN WINDOW AND DOOR SCHEDULE: •MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N i LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM:6/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN Y/N CERTIFICATION: YIN ENERGY CALCS:&)N (U S CMEC K) ;LO 10 j TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) TOWN OF SOUTHOLDPROPERTY RECORD CARD OWNER STREET I 2_C:)n VILLAGE DIST. — -.— LOT JORME11OWNE N E ACR. f A I. "O l � 0 ►nsIS W TYPE OF BUILDING RES. SEAS. VL. FARM COMM. CB. MISC. Mkt. Vaye LAN'D IMP. TOTAL DATE REMARKS pU adv 3 5 - - `� 5- e 7 g- )-ti ne, O'Ob AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Tillable 1 Tillable 2 Tillable 3 Woodland Z D '` / Swampland FRONTAGE ON WATER ' c� s Brushland FRONTAGE ON ROAD Jr-� ,House Plot DEPTH Z 5 BULKHEAD Total DOCK hG ■NN■N■ ■■■■■MEM■■MM■EMM■MO , T•i o 1 yT 4t 4 . NONE■ EN■■MENNE■■■M■M■MM■ MENNEN \ MEMMN M■MmussariM■■MMM■■■ +✓��.+. . c-.e;,- , � '{ FI. �� . res • J ■MEMS ■ ■M■11MMMM■MMMMMM■■■M _ AMM■■■MMMMMMMwll Ful ■NEN MENNEN EMEM■E■ ■■■�I■■E■■■■■MMM■■■■ MEMN■N■ EMERIMEMECREEN■MME■INNNOMMMMMMMMN MEM■M■SE■Nllfir��iie��r■■■■■■■■■M -FFoun : .. . ti :. _S .- Roof Rooms Ist Floor � 04/09/2012 10:29 FAX 5162941764 Robert Hangi Agency Inc 100001/0003 OP ID: MC CERTIFICATE OF LIABILITY INSURANCE DATE 4110112 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require,an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER 516-294-1072 NAMEACT THE ROBERT C.MANGI AGENCY INC 516-294-17 PHONE Ext): FAC No 152 MINEOLA BLVD. MINEOLA,NY 11501 ADDRESS: ROBERT MANGI PRODUCER CRAIG-6 CUSTO # INSURER(S)AFFORDING COVERAGE NAIC# INSURED PAGANO BROTHERS INSURER A:UTICA FIRST INSURANCE COMPANY J15326 CARPENTRY INC. INSURER B:NEW YORK STATE INSURANCE FUND 1337 70 CLARK STREET INSURER c:FIRST REHAB. LIFE 81434 PATCHOGUE,NY 11772 INSURER D INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDLSU POLICY NUMBER MIM EFF MMID POLICY EXP LTR I LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 300,00DAFVW0 G-Er0 R NTED 50,00A I X COMMERCIAL GENERAL UAB ILITY PREMISES Ea occurrence $ CLAIMS-MADE x OCCUR MED EXP(Any one person) $ 1.00 ART133670304 09/11/11 09111/12 PERSONAL&ADV INJURY $ 300,00 GENERAL AGGREGATE $ 600,00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG ,$ 600,00 X POLICY PROJECT LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Ea accident) j ANYAUTO BODILY INJURY(Per person) $ ALL OWNED AUTOS BODILY INJURY(Per socldent) $ SCHEDULED AUTOS PROPERTY DAMAGE $ HIRED AUTOS (Peracudent) NON-OWNED AUTOS $ I $ UMBRELLA LIAB OCCUR FJ1CH OCCURRENCE $ EXCESS LtAB _ CLAIMS-MADE AGGREGATE S DEDUCTIBLE $ RETENTION S I $ WORKERS COMPENSATION X WC STIM OTHER -� AND EMPLOYERS'LIABILITY B I ANY PROPRIETORIPARTNERIEXECUTIVE YIN 120199154 ' 03/13/12 03/13113 E,L EACH ACCIDENT $ 100+00 i OFFICERIMEMBER EXCLUDED? NIA (Mandatory in NH) 7N 120199154 03/13/11 03/13112 EL DISEASE-FA EMPLOYEE $ 100,00 Ifyes,describe wider I E L DISEASE-POLICY LIMIT $ 500,00 DESCRIPTION OF OPERATIONS below C DISABILITY DBL291458 02/26112 02/25/13 $255 MAX i L (WEEKLY DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more Space is required) RE JOB LOCATION:1140 DEEP HOLE DR,MA"TUCK,NY 11952 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. TOWN OF SOUTHOLD BUILDING DEPARTMENT AUTHORIZED RE PRESENTATIV E 54375 ROUTE 25 SOUTHOLD,NY 11971 ©1988-2009 ACORD CORPORATION. All rights_reserved. ermRn aF 12049/091 The ACORD name and logo are registered marks of ACORD 04/09/2012 10:29 FAX 5162941764 Robert: Mangi Agency Inc IA0002/0003 New York State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 Phone.(631)756-4300 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE A A A A A A 383776118 PAGANO BROTHERS CARPENTRY INC. 70 CLARK STREET PATCHOGUE NY 11772 POLICYHOLDER ,CERTIFICATE HOLDER PAGANO BROTHERS CARPENTRY INC. TOWN OF SOUTHOLD 70 CLARK STREET BUILDING DEPARTMENT PATCHOGUE NY 11772 54375 ROUTE 25 I L SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE I 12019 915-4 980432 03!13/2012 TO 03/13/2013 4/10/2012 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO.2019915-4 UNTIL 03/13/2013, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF SAID POLICY IS CANCELLED,OR CHANGED PRIOR TO 03/13/2013 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. CRAIG C PAGANO PRESIDENT AND NOAH D PAGANO VICE PRESIDENT OFA TWO PERSON CORPORATION PAGANO BROTHERS CARPENTRY INC THIS CERTIFICATE 1S ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https://www.nysif.com/cert/certval.asp or by calling(888)875-5790 VALIDATION NUMBER:793334376 U-26.3 04/09/2012 10:29 FAX 5162941764 Robert Mangi Agency Inc IM0003/0003 STAT WORKER'S D -1802 To ,��OF INSURANCE COVE U R TH DISABILITY BENEFITS lAix(6 (631) -9502 54 ain oax(631)765-9502 PART 1PTSAeo6Jlln7 eted by Disability Benefi L" surance Agent of that Carrier la.Legal Name and Address of Insured(Use street address onl C®Uess Telephone Number of Insured PAGANO BROTHERS CARPENTRY INCI�Z631-868-7218 BUILDING IC EPAMAlM451byment Insurance Employer Registration 70 CLARK STREET TOWN OF SOUVU01ffild I PATCHOGUE, NY 11772 1d.federal Employer Identification Number of Insured or Social Security Number f 383776118 2.Name and Address of the Entity requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity being listed as the Certificate Holder) The First Rehabilitation Life Insurance TOWN OF SOUTHOLD Company of America i 3b.Policy Number of Entity listed in box"la".- BUILDING 1a":BUILDING DEPARTMENT DBL291458 54375 ROUTE 25 3c.Policy effective period: SOUTHOLD, NY 11971 02/26/2012 to 02/25/2013 4.Policy covers: a. a All of the employer's employees eligible under the New York Disability Benefits Law b,F1 Only the following class or classes of the employer's employees: Under penalty of perjury,I certify that l am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability Benefits insurance coverage as described above. BY Date Signed 4/10/2012 B udaU(�1(l g (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Title Chief Executive Officer IMPORTANT-.if box"4a"is checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed InsuranceAgent of that carrier,this certificate is COMPLETE.Mail it directly to the certificate holder. If box"4b"is checked,this certificate is NOT COMPLETE for the purposes of Section ZZO,Subd.a of the Disability Benefits Law. It must be mailed for completion to the Worker's Compensation Board,DB Plans Acceptance Unit,20 Park Street,Albany,NY 12207. PART 2.To be completed by NYS Worker's Compensation Board(Only if box"4b"of Part 1 has been checked) State of New York I; Worker's Compensation Board 1 According to information maintained by the NYS Worker's Compensation Board,the above-named employer has complied with the NYS Disability Benefits Law with respect to all of his/her employees Date Signed By (Signature of NYS Worker's Compensation Board Employee) Telephone Number Title Please Note,Only insurance carriers licensed to write NYS Disability Benefits insurance policies and NYS Licensed Insurance Agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. DB-120.1 (5-06) SUFFOLK COUNTY DEPARTMENT OF CONSUMER AFFAIRS _ HOMEIMPROVEMENT CONTRACTOR LICENSE NAME CRAIG C PAGANO This certifies that the BUSWESS NAME PAGANO BROTHERS CARPENTRY INC bearer is duty licensed by the gym.. a' County of Suffolk 04/17/2008 44584-H E%Pm-nm DATE 04/01/2014 I _ I i i L � y�� Y J2Y•�e.F'N -� 1 1 1 - - ea' W� 8!l• da!!!6 I� . p 1 N M � I ri =t111iy11i � � va's. d-CO 15 t DATE So�c�e.e eaatlTY ?�'"� M9P f7t37iE.Iota Sae./!S pfd r2 coTl� isi _ McASURMEIITIFIk]S.STANOARDLAEFORASFeWO CPURPOSEONLY-TNEYARE Sr=CT10H y��.rvas OCK HHlBaq,FolOp ZttESTAUOTifRE9 THE Pi70PEiiTMlWE, • pE wNSSYNNDi FOR aMtEEOFTIONQFPENCE9�TRUCO[F16R1EECSOOSA.ti�ilY1h0iH6ii11PNiiOD1TlC9A679FbQ HEREO!t SEHmf,I-LiR91[ONLY �r.UARANTeEDTO NORUEN® o � MIMLu $ Ii WRYe A[RNF3o>is O,F • YlLAt65iFY�LS�� S TJ Sr�F�,C LOUm-f f UNd.'UTHORIZEU RT.ZESk7TON OEiLY COME3 FAOk41[EO3lt 70 TRE PESSON F mB• ECp 1p TIkLo.VMS SURVEY yi71KED PA9ED N�ER7��EIi1CY.. L9100i3 JOB h'O• yp¢lN�LO OT11t90RiON TO 758UAYEY SLAP WITN AN OP-7GU[kL W 111E IITIED {siptc3l-5355 P.G.o 76 6EARINO R UCENSED LA11O 3 SURVEYORS MU30'BSE D 415�7RUiW 1 TO THEA55tGLlp.�GF 7KE �5-fad�Bt 19tiT 761-0!01 -a yy�••rHES'Yc'llAtE. StIFVEYO3T9 tsa'49 kYIOLR- SEAL SNkI3 COs,51DEREA GURRRNTEE6 RRE N0ASLM2 FERABLE TO Abfll• (�t®ISf7zsm pcwb PJDGCNY.Sw76 11p11�FSEi:flGN73UP,5U8- 'iEL£RHOtLEONatt•6.3� DIPIS1pN;OFTi1S 11EWYOHK T013EYAL101RLEOD'�S 710NAL7N9TITUUO1GS Di15U�9S81VEN7 FAX 6Cp.:izams STATE Ea10CRliW1lAW. - i; n S.C.T.M. NO. DISTRICT: 1000 SECTION: 115 BLOCK: 12 LOT(S): 16 1 I NEW SUFFOLK AVENUE o ' 0 00 W zI o LAND N/F CID 0 " OF " I SCARTOZZI W CL 11.66 E NYT/45 1.6'N ,5871920"E 0.9'N LATTICE FENCE 0.8'N 245.00' 'N EL 8.7 to EL 11.3 PIPE .r EL 7.0 I EL 10'9 PROPOSED o EXIS_ITNG SANITARY W r r r r r r 3 EL 11.1 00 WOOD PORCH Cj 9.8' SYSTEM Q r r r O r r z � "� FIRM. LIP LP iV 10 EL 11.2`i ED PROPOSED � �p r �wrrr err .—� 68.7' 8.3 -- .T. 1 STY FRU. ,--.� W o 38.1' ADDMON r r Y Q. o 0 3 x orn 15.0 Y in LP LP Y Z M�'1 r o o \Q to z W 1 112 STY CONC. Q h+( �, o o z a �.�o ^ FRM. 700 3 1.9 c m 'W co 0 3'x17 RAMP X N DWELLING `71 140 3tO Y r 4'x 19' CATWALK FFL 13 8 ro i I EL 11.0 1", Q. C.E. 15BLUE STONE DRIVEWAY _ o PROPOSED 38.1' 14.6 23.8'/c CL 11.70 CK �EL 11.0 �- 11.1 o ss.4 O wtl EL 8.7 EL 1 1 EL 11.3 t~I IRON 0.2 N0 1'$ 4' WIRE FENCE 0.8'S PIN f N87019'20"W 250.00� 0.8'W - rr � rr I LAND N/F r ,� rrr � OF r i CHRISTIANSON & BOUTWELL THE WATER SUPPLY, WELLS, DRYW£LLS AND CESSPO)L LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS FIRM ZONE PANEL 482 AND OR DATA OBTAINED FROM OTHERS. AREA: 12,375. 15 SQ.FT. or 0.28 ACRES £LEVAIION DATUM. rAw-1988 UNAUTHORIZED ALTERATION OR ADD17YON TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY ! D (� �(] MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN t' 'Iv u ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 77TLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON )' LISTED HEREON, AND TO 7HE ASSIGNEES OF 7HE LENDING INSTITURON, GUARANTEES ARE NOT TRANSFERABLE. 1. 7HE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 774E PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE 7HEY ARE I NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 7HE EREC77ON OF FENCES, ADDITONAL SMUC7URES OR AND 07HER IMPROVEMENTS. EASEMENTS i MAR 2 6 2012 AND/OR SUBSURFACE S7RUC?URES RECORDED OR UNRECORDED ARE NOT GUARAN7EED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY MAR SURVEY OF: DESCRIBED CERTIFIED TO: T. MELS; MAP OF: C. CHRISTIANO; !' BLDG DEPT. TOWN OF SOUTHOLD FILED: SITUATED AT: MATTITUCK TOWN OF: SOUTHOLD KENNETH M. WOYCHUK L.S. SUFFOLK COUNTY, NEW YORK Land Surveying and Design I REVISED FOOTPRINT 03-20-12 } r V P.O. BOX s MATTITUCK, N.Y. 11952 1 REVISED FOOTPRINT 02-29-12 FI _ PHONE (esi) 298-15FAX (BSI)-298—fbse REVISED 12-04-17 ADD CONTOURS CHANGE FOOTPRINT LE y 11-110 SCALE:1 —20 DATE:NOV. 20, 201 1 N Y. 5 UC NO 50227 68 maintaining the records of Robert J. Hennessy / I' I I - S.C.T.M. NO. DISTRICT: 1000 SECTION: 115 BLOCK: 12 LOT(S): 16 1 iJ NEW SUFFOLK AVENUE 1 W t W X W I N z ! LAND N/F 00 ' o N , OF SCARTOZZI W CL 11.66 NYT#45 Q 245.00 1.6'N 58719'20"E 0.9'N LATTICE FENCE 0.8'Nl, + ' ko --TJ EL 7.0 -j EL 8.7 EL 10.9 T� V 1 in EL 11.3 PIPE J C� Q EL 11, �, gl r'y20POSED o 9 8, EXISITNG SANITARY C I r r r rm I 3 �` 14i.OD PORCH nj SYSTEM O �� r .� r 2 f-__��i I �p M FIRM. LP LP IND 68.7. `a '• ------•-=-EL I1.2^ EO PROPOSED � �p o3 X8.1+• T. ADDITION I STYM, /3 PROPoSeD aN®' FLo P 15.Ov / LP LP g t� (L - o o, x _ fQ Y z 1 1/2 ST,( coNc. Q Q co o z a ^~_ FIRM, ST00 � 1.9 m a 3'x17 RAMP 4'x15' CATWALK `LJ " ;N DWELLING ji1,140 3'io .1 0 r O �• io r I FFL ,3,8 to EL 11.0 r 4r, a C E m 1.5, BLUE STONE DRIVEWAY w k,` 6 .8' O CL 11.70 PROPOSED 0EC� 23 S66.4'RDECK 11.0 ^ O EL 113 �( co . r �� .m EL 8.7 ,� r- - IRON J 'O 0.2 N 0.1• 9t 4' WIRE FENCE f 0.8'S PIN N87019'20"yy 250.00 0.8'W �' rrrrrr � , LAND N/F OF rJ r r ";HRISTIANSON & BOUTWELL THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOGI LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS FIRM ZONE PANEL 482 AND OR DATA OBTAINED FROM OTHERS NAVD AREA: 12,375. 15 SQ.FT. or 0.28 ACRES ELEVATION DATUM- ----1988 ______ UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY 15 A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY , MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY, GUARANTEES INDICATED HEREON SHALL'RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE- NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 714E EREC7701V OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRU&FURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF. DESCRIBED CERTIFIED TO: T. MELE; MAP OF: C. CHRISTIANO; FILED: SITUATED AT: MATTITUCK TOWN OF: SOUTHOLD KENNETH M. WOYCHUK L.S. SUFFOLK COUNTY, NEW YORKf Land Surveying and Design 4 ° j r P.O. BOX 3 MATTITUCK. N.Y. 11952 PHONE (631) 298-1588 FAX (831.) 298-1.588 -r ?E\,;I;En 12_p4-1 1 ADD CONTOURS CHANGE FOOTPRINT FILE # 1 1— 1 1 O SCALE.1 "=20 DATE.NOV. 20, 201 1 N Y S LIC NO. 50227 / maintaining the records o1 Robert J. Hennessy I NEW SUFFOLK AVENUE NEW SUFFOLK AVENUE Natalie Niemann, R.A. z Kirk Niemann Designer CIO O OD , 00 W co i 26 Churchill Lane W z x C9 ¢ o W LAND N/F °'- o w LAND N/F I w N z (3)NEW 10'0,2-DEEP Smithtown,New York 11787 LU z � o ° DRYWELLS(FOR OF w o W N OF CL 11.66 al N SCARTOZZI W CL 11.66 © ❑ ❑ ❑ ❑ o v © ❑ ❑ © ❑ a o ❑ ^' SCARTOZZI z I ROOF DRAINAGE) U. NYT#45 5 S87°19'20"E o.s'N 245.00' I S87°19'20"E 0_9'N - _ 245 00' _ _ (631) 922 4041 1.6'N D LATTICE FENCE 0.8'N 0 1 _0 _ _ _ _ ° o I -0 1.6'N LATTICE FENCE 0.8'N - - �� - - - - - - - - - - - - - - - - PIPE �� PIPE r EL 8.7 � EL 11.3 r EL 8.7 �_ EXIS NG SEPTIC lf7 I EL 7.0 EL 10.9 .4 EXISITNG SANITARY,- V EL 7.0 I �_W-� EL 10.9 EL 11 1 0o SILT FENCE o _;\ _ \ EL 11.3 (631) 748-4048 EL 11.1 8 O 1---9.8' - 1 i ` (� m I 3 I .- TANK A' CHING N I_ SYSTEM m _ I LP p m €E m 6 .3' I ? FIRM. \ LP g/-,a� LP N) I ° w DW1 6 ,3 RD 4"0 PIPE , LP/� ,�` N � � EL 11.2 POOLS R MAIN I m "-- ,." 'r',, tr) EL 11.2 I SHED I r--� o m S.T. LP 1; W L- S.T. I �� ti LP A �\ I •p T O I 02 RD 4YD PIPE 8,3' 38.1' N PROPOSED N _____j I A� ` "0 COPYRIGHT©2007 Z 8.3' 38.1' L_ __J \CONC. U INVERT 2 Ln WOOD PORCH b LP I LP v 0 0 8.01 U w p - rn EXIST. A STOOP f n > Z 2 I C9 m W � 14.96' 2p i i y o-�c o Y z zY a¢ o ;n 2 -0 from deck EXISTING 1 STORY __ __ O o 0 3~N m wooD _ O o T ° o o O O N _ �m Z U d 0 I ° DECK ry - U-a�a i ¢O ° I O V i W a CO WOOD FRAME 21.88' C5 m Q t E A Y Y O FFL 13.8 � D o o EXIST. EXISTING 1 112 STORY o w o w Q' o Exisr. 0 Y RESIDENCE WITH y CONC/SLATE o V N PROPOSED 1 STORY � Q �5 �- F 3 ro o Or- PATIO r WOOD FRAME 7.3'Zo m 3 EL 11.0 r O N 3217' MP 4x1 TWALK 0 m D COC/SLATE N O U ? �, IE N/ �d FFL 13.8 97,4 w PROPOSED EL 11.0 STABILIZED I. �,9 x d �¢ PATIO o WOOD FRAME ADDITION CONSTRUCTION = r N x17' MP 4X1 LK c° RESIDENCE 2 a r / ro a h = 0 180,ERT W 2nd STORY ADDITION 1„'j EXISTING PERVIOUS ENTRANCE N / a^ C6 DOORS EXISTING PERVIOUS ' c in Z BLUE STONE DRIVEWAY m r W I °d DOORS BLUE STONE m _LU 38.1' to 14.58 s,I I Ut CL 11.70 �' / 38.1' DRIVEWAY I O CL 11.70 �' RD 4"0 PIPE � 23.75' 66.4' RD 4"0 PIPE f% \ INVERT EL 11.1 � EL 11.1 i ` D 3 I (�� EL 11.0 N o? i DW 1 O M �/ v 8.01 EL 11.0 C4 a? Ots v N O X N EL 11.3 X 03163 X11 3 o EL 10.1 i '9 o 3 EL 10. - EL 11.3 10 CIO m EL 8.7 _________� SILT FENCE r y� Om EL 8.7 - 02'N >t~ 4'WIREFENCE X� 700-`WS PIN / 02'N x X_ _ �aX_ -'�-_� -o-=�=�50.DOr-�^�� 0.8'W PINN C OF�01' EXISTING DRYWELL 250.00 IRON G / 0 1 N87°19'20"W 4'WIRE FENCE ^ N87 19 20 W TO BE ABANDONED m m ' ° r Ir LAND N/F AND FILLED I = LAND N/F = OF a � a a OF � ) _ ¢ ) g CHRISTIANSON&BOUTWELL THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT. ¢ ¢ < CHRISTIANSON&BOUTWELL THE ARCHITECT IS THE AUTHOR OF THESE DRAWINGS AND RETAINS COPYRIGHT. THE OWNER SHALL BE PERMITTED TO ROOF DRAINAGE CALCULATIONS RETAIN COPIES OF THE THESE DRAWINGS FOR REFERENCE ROOF AREA x 2/12=CF REQUIRED RELATED TO THE OWNER'S USE OF THE PROJECT. KENNETH M WOYCHUK LEGEND ROOF AREA=2,302 SF ROOF DRAINAGE NOTE: CONTRACTOR TO REMOVE 2,302 SF x 2/12=384 CI MIN.5"ALUMINUM GUTTERS EXISTING DRYWELL AND REPLACE Y Q PROPOSED PLOT PLAN CONNECTING TO CORRUGATED EXISTING PLOT PLAN Land Surveyor DRYWELL(CLOSED TOP) 10'0 DRYWELL=68.42 SF CAPACITY ALUM.LEADERS CONNECTING TO REVISIONS WITH TWO NEW DRYWELLS. 384 CF/68.42 SF=5.6 FEET VERTICAL DEPTH 4"0 PIPES(PAINTED TO MATCH NO. DESCRIPTION DATE Scale: V = 20'41 Surveyed: November 20, 2011 -N/\/\- SILT FENCE Scale: I" = 20'41 DRYWELL 1 (DWI)= 10'0,2'D=EP LEADERS)CONNECTING TO(3) DRYWELL 2(DW2)=10'0,2-D-_-EP NEW DRYWELLS. 1 ISSUED FOR PRICING 12/12/11 Date House Built. 1949 r � HAY BALE DRYWELL 3(DW3)=10'0,2'D.EP L _ _ J TOTAL=6'VERTICAL DEPTH 2 ISSUED TO DEC and 12/12/11 T.O. SOUTHOLD TRUSTEES CAMBEFLFOUNDRY ZONING INFORMATION DITCH OR DIVERSION TO REINF.PRECAST CHIMNEY N°1009 FRAME&COVER TEST PIT PERFORMED ON 12/5/11 BY DIVERT SURFACE FLOW (AS REQUIRED)OR MIN.2 (OR GRATE AS REQUIRED) REINFORCED CONCRETE McDONALD GE(OSCIENCE COURSES OF BRICK SLAB,PROVIDE TRAFFIC TAX MAP NO: DISTRICT:1000, SECTION:115, BLOCK: 12, LOT: 16 ,I \ RATED SLAB IN ROADWAYS ,,,_ ,,,_ LOCATED 1141 A "NONCONFORMING LOTS" ZONE SOUTHOLD, NY •� -� -�' BENCH GRADE 2-3% FINISHED GRADE AND DRIVEWAYS PROPOSED BUILDING: ADDITION TO EXISTING RESIDENCE aL ..11� \ 111_ 111_ W_ 14_ 111_ •.!,. " TEST HOLE DATA -"� �` ''' ,1, �� 1, r� � •� �'�� 3> - - ' .�� co _ e - - - - - - 0 o USE REQUIRED EXISTING PROPOSED ,1i _W_ 111_ JII_ 1Y_ JII_ -W_ _W_ j 0 0 o c o 0 0 0 0 4" IU& \ \ - -►�` -`'�- 1w sli - - .� ' a n c o 0 0 0 0 0 HEIGHT/ STORIES (MAX.) 35' 19'-5" � 28'-8 1/2'" ---- - 0.5' LU DARK BROWN LOAM OL �„u� ��„�� „ �11L� � ,, C1 Z �� (1111 IIII��IIIIII ?. vt > a z ®CM CM CM °® ®N®G®® U) IIIIIIIII 11IIII�I�III VIII I�ORF �, �, 1k W_ "k A w > LOT AREA > 20 000 sf 12 550 SF _ 12 650 SF ww ®® ® ® ® ® ®®® > > .I, 1, �c .,E �`' �' ®® ® ® M ® ®®® a BROWN SILTY SAND SM , IIIII�I�IIIq i'SFR "�� '�`� � w ®® � ® ® � ®® Z BLDG. FLOOR AREA - 1,035 SF 1,741 SF X Y MAX 1 X11�I I I�I1111 p11111i II�I11gIlllllll IIII I i I' � � GROUND WAMIN A""TER CONC.FTG. I -- -- -- - 3.0' 2 20, �I I 1111111) I 1111111 .� _ I-- 8', 10,OR 12'DIA LOT COVERAGE (MAX.) 20% 10% 17.2% 4 40' I I } 11I11111111I � SEE DWG FOR SIZES 1 2 5 F2,181 F ''� 6 S S PALE BROWN FINE SAND SP MIN. 1 �IIII11111i11' � -BACKFILL MATERIAL TO BE CLEAN x II�1�� SAND AND GRAVEL CONTAINING FRONT YARD (MIN.) 35' 97.4' 66.4' --- - - 6.6' 1 1111111111111111111111111111 LESS THEN 15%FINE SAND SILT AND CLAY.MATERIAL TO BE SIDE YARD MIN. 10' 11.8' / 11.9' 11.8' / 9.7' IMPORTED IF NATIVE MATERIALS (MIN.) CONSTRUCTION SPECIFICATIONS/NOTES ARE DETERMINED TO BE UNSUITABLE BY ENGINEER TOTAL SIDE YARD (MIN.) 25' 23.7' 21.5' WATER IN PALE BROWN FINE SAND SP 1• ALL GRADED OR DISTURBED AREAS INCLUDING SLOPES SHALL BE PROTECTED DURING CLEARING AND CONSTRUCTION IN ACCORDANCE WITH THE EROSION AND SEDIMENT CONTROL PLAN UNTIL THEY ARE PERMANENTLY STABILIZED. UNDERLYING SAND AND GRAVEL STRATA REAR YARD MIN. 35' 63.3' 63.3' 2. ALL SEDIMENT CONTROL PRACTICES AND MEASURES SHALL BE CONSTRUCTED,APPLIED AND MAINTAINED IN (MIN.) ACCORDANCE WITH THE EROSION AND SEDIMENT CONTROL PLAN AND THE NYSDEC"NEW YORK STATE STANDARDS LEACHING BASIN AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL"(AUGUST 2005)MANUAL. * VARIANCE REQUIRED 3. TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE STOCKPILED IN AMOUNT NECESSARY TO ITEM LE: TYPE 2 Q 13.0' COMPLETE FINISHED GRADING OF ALL EXPOSED AREAS. NOTES: SCALE: N.T.S. 4. AREAS TO BE FILLED SHALL BE CLEARED, GRUBBED,AND STRIPPED OF TOPSOIL TO REMOVE TREES,VEGETATION, 1. TYPE"2"POOLS HEIGHT AND WIDTH OF SECTIONS AS REQUIRED COMMENTS: WATER ENCOUNTERED 6.6' BELOW SURFACE ROOTS OR OTHER OBJECTIONABLE MATERIAL. INCLUDING CONCRETE FOOTINGS,REINFORCED CONCRETE SLAB 5. AREAS WHICH ARE TO BE TOPSOILED SHALL BE SCARIFIED TO A MINIMUM DEPTH OF FOUR INCHES PRIOR TO AND MANHOLE COVER(WHEN BASIN IS SET TO FINISHED GRADE). PLACEMENT OF TOPSOIL. 6. ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION,SLIPPAGE, SETTLEMENT,SUBSIDENCE OR OTHER 2. ALL POOLS UNDER PAVEMENT TO HAVE SURFACE ACCESS. RELATED PROBLEMS. FILL INTENDED TO SUPPORT BUILDINGS, STRUCTURES AND CONDUITS, ETC. SHALL BE COMPACTED IN ACCORDANCE WITH LOCAL REQUIREMENTS OR CODES. 3. ALL OTHER LEACHING POOLS TO HAVE POSITIVE SURFACE ACCESS. 7. EXCEPT FOR APPROVED LANDFILLS, FILL MATERIAL SHALL BE FREE OF FROZEN PARTICLES, BRUSH, ROOTS, SOD, OR 4. ANY DRAINAGE STRUCTURES INSTALLED WITHIN R.O.W.SHALL BE 1 OTHER FOREIGN OR OTHER OBJECTIONABLE MATERIALS THAT WOULD INTERFERE WITH OR PREVENT CONSTRUCTION 10'0 MAX.AND SHALL INCORPORATE FOOTING RING. OF SATISFACTORY FILLS. l 8. FROZEN MATERIALS OR SOFT, MUCKY OR HIGHLY COMPRESSIBLE MATERIALS SHALL NOT BE INCORPORATED IN FILLS. s� PROJECT 9. FILL SHALL NOT BE PLACED ON SATURATED OR FROZEN SURFACES. Mu „ PRO TITLE' ...�• , New Sul�olVe 10. ALL BENCHES SHALL BE KEPT FREE OF SEDIMENT DURING ALL PHASES OF DEVELOPMENT. „�,.� +� an ¢: . Pro osed Renovation for 11. SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN ACCORDANCE WITH THE STANDARD p AND SPECIFICATION FOR SUBSURFACE DRAIN OR OTHER APPROVED METHOD. '54' Mele/Christiano 12. ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY FOLLOWING FINISHED GRADING. 13. STOCKPILES, BORROW AREAS AND SPOIL AREAS SHALL BE SHOWN ON THE PLANS AND SHALL BE SUBJECT TO THE c • k � �� . � Residence PROVISIONS OF THIS STANDARD AND SPECIFICATION. }g . - - - ,fit y} - b � F � 8 1140 Dee hole Drive Deep hole GRADING _ k cp Mattituck NY 11952 SCALE:N.T.S. - - -- - - -y�-,tom '� - �'$ ^p St PROJECT NO. 1001 ' 0 k DRAWN BY: NRN fix- ` SCALE: AS NOTED - c f � DRAWING TITLE: 171 EXISTING & t PROPOSED PLOT PLANS SITE DETAILS f 'OC .,.. � ." DWG. NO. f. �t Natalie Niemann, R.A. Kirk Niemann, Designer 2"X4"WOOD FRAME 26 Churchill Lane SAND BAG OR DUST CONTROL SPECIFICATIONS/NOTES Smithtown,New York 11787 ALTERNATE WEIGHT 1)DUST(PARTICULATE MATTER)CONTROL MEASURES WILL BE EMPLOYED 0 0 0 0 0 0 ® 0 0 0 0 0 0 0 0 STAKE THROUGHOUT CONSTRUCTION ACTIVITIES. 2'LENGTH OF 2"X4" (631) 922-4041 2)THE FOLLOWING MEASURES WILL BE IMPLEMENTED TO CONTROL (631) 748-4048 2"x 4"WEIR FABRIC PARTICULATES IN DRIVING AREAS: 2"STONE D p D D D • SPRAYING WATER ON ANY DRY MATERIAL BEING LOADED ON TRUCKS THAT FILTER CLOTH MAY RELEASE DUST; COPYRIGHT©2007 2"x 4"SPACER _C • LIMITING ON-SITE VEHICLE SPEEDS TO FIVE MILES PER HOUR. THIS LIMIT V z g - WIRE MESH �_ a WILL BE IMPLEMENTED IN PART BY POSTING SIGNAGE OF THIS LIMIT AT ALL �ED Al?0, _ DIV ENTRANCES TO AND ALONG ROUTES WITHIN THE SITE; E N��c� D D D 6'SPACING I I I I�-IIII-III��I I I • TEMPORARY CONSTRUCTION ROADS SHALL BE DESIGNED INA ` p INLET OF 2"X4" _-" I I�_ �d STREAMLINED FASHION UTILIZING STABILIZED HAUL ROUTES TO LIMIT DUST 2 �D D TO SPACERS IIII IIII-III IIII D AND CONTROL SEDIMENT;AND PIPE 2"X4"ANCHORS p • COVERING ALL TRUCKS CARRYING LOOSE MATERIAL SUCH AS DEBRIS, EXCAVATED SOIL OR FILL,AND VERIFYING THAT SUCH COVERS ARE N PROPERLY SEALED. OUTGOING TRUCKS WILL BE INSPECTED AT THE GATE �q03169OQ DROP INLET BURIED FABRIC AND NOT PERMITTED TO EXIT IF COVERS ARE NOT SECURE. Al' NE�� WITH GATE piST v FRAME 3)THE FOLLOWING MEASURES WILL BE APPLIED TO SOIL STOCKPILES TO STONE / CONTROL PARTICULATES IN NON-DRIVING AREAS: R THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT. v ----�_ • SPRAYING WATER. AN ADEQUATE SUPPLY OF WATER WITH APPROPRIATE RETAINS COPYRIGHT. THE OWNER SHALL BE PERMITTED TO THE ARCHITECT IS THE AUTHOR OF THESE DRAWINGS AND DISTRIBUTION EQUIPMENT WILL BE AVAILABLE ON SITE AT ALL TIMES; OR RETAIN COPIES OF THE THESE DRAWINGS FOR REFERENCE RELATED TO THE OWNER'S USE OF THE PROJECT. • SPRAYING WITH A NON-HAZARDOUS, BIODEGRADABLE SUPPRESSING AGENT. CLOTH / i MESH � �.•. REVISIONS 2"X4"SPACER DUST CONTROL MEASURES 2"x 4"WEIR GATHER EXCESS NO. DESCRIPTION DATE �� AT CORNERS ISSUED TO DEC and 12/12/11 2 CONSTRUCTION SPECIFICATIONS/NOTES �� ---� T.O.SOUTHOLD TRUSTEES 1. FILTER FABRIC SHALL HAVE AN EOS OF 40-85. CONSTRUCTION SPECIFICATIONS/NOTES 2. WOODEN FRAME SHALL BE CONSTRUCTED OF 2"x 4" CONSTRUCTION GRADE LUMBER. CONSTRUCTION SPECIFICATIONS/NOTES 3. WIRE MESH ACROSS THROAT SHALL BE A CONTINUOUS PIECE 30 INCH WIDTH WITH A 1. CLEAN AND STRIP ROADBED AND PARKING AREAS OF ALL VEGETATION, ROOTS AND OTHERS - LENGTH 4 FEET LONGER THAN THE THROAT. IT SHALL BE SHAPED AND SECURELY 1. FILTER FABRIC SHALL HAVE AN EOS OF 40-85. BURLAP MAY BE USED FOR SHORT TERM APPLICATIONS. OBJECTIONABLE MATERIAL. 2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS ARE NEEDED THEY WILL BE 2. LOCATE PARKING AREAS ON NATURALLY FLAT AREAS AS AVAILABLE. KEEP GRADES SUFFICIENT NAILED TO A 2"x 4"WEIR OVERLAPPED TO THE NEXT STAKE. FOR DRAINAGE BUT NOT MORE THAN 2 TO 3 PERCENT. 4. THE WEIR SHALL BE SECURELY NAILED TO 2"x 4"SPACERS 9 INCHES LONG SPACED 3. STAKE MATERIALS WILL BE STANDARD 2"x 4"WOOD OR EQUIVALENT. METAL WITH A MINIMUM LENGTH OF 3 FEET. ' 3. PROVIDE SURFACE DRAINAGE AND DIVERT EXCESS RUNOFF TO STABILIZED AREAS. NO MORE THAN S FEET APART. 4. SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM 18 INCHES DEEP. SPANS GREATER 5. THE ASSEMBLY SHALL BE PLACED AGAINST THE INLET AND SECURED BY 2"x 4" THAN 3 FEET MAY BE BRIDGED WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. 4. MAINTAIN CUT AND FILL SLOPES TO 2:1 OR FLATTER AND STABILIZED WITH VEGETATION AS SOON ANCHORS 2 FEET LONG EXTENDING ACROSS THE TOP OF THE INLET AND HELD IN 5. FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUND AND BACKFILLED. IT SHALL BE SECURELY AS GRADING IS ACCOMPLISHED. PLACE BY SANDBAGS OR ALTERNATE WEIGHTS. FASTENED TO THE STAKES AND FRAME. 5. SPREAD 6-INCH COURSE OF CRUSHED STONE EVENLY OVER THE FULL WIDTH OF THE ROAD AND 6. A 2"x 4"WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIC FOR OVER FLOW STABILITY. SMOOTH TO AVOID DEPRESSIONS. 7. MAXIMUM DRAINAGE AREA 1 ACRE 6. PROVIDE APPROPRIATE SEDIMENT CONTROL MEASURES TO PREVENT OFFSITE SEDIMENTATION. CURB DROP INLET PROTECTION FILTER FABRIC DROP INLET PROTECTION CONSTRUCTION ROAD STABILIZATION SCALE:N.T.S. SCALE:N.T.S. WOVEN WIRE FENCE 50'OR GREATER EXISTING PAVED CONSTRUCTION SPECIFICATIONS/NOTES (14 1/2 GAUGE W/6" IF REQUIRED ROADWAY MESH SPACING 1. STONE SIZE-USE 2"STONE, OR RECLAIMED OR RECYCLED CONCRETE AGGREGATE EQUIVALENT. 2. LENGTH-50 FEET(EXCEPT ON A SINGLE RESIDENCE LOT 10'C.TO C. 36" LENGTH FENCE WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY). POSTS DRIVEN 16" 3. THICKNESS-SIX(6) INCHES. INTO GROUND 4. WIDTH -TWELVE (12)FOOT, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS EXISTING GROUND OCCURS.TWENTY-FOUR(24)FOOT IF SINGLE ENTRANCE OR PAVEMENT TO SITE. 5. FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6. SURFACE WATER-ALL SURFACE WATER FLOWING OR 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL 0000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 000 000 BE PIPED ACROSS THE ENTRANCE. 7. MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, HEIGHT OF FILTER FILTER CLOTH 6" LAYER OF PROVIDE APPROPRIATE ALL SEDIMENT SPILLED, DROPPED,WASHED OR TRACKED 16" CLEAN COURSE TRANSITION BETWEEN ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED AGGREGATE STABILIZED CONSTRUCTION IMMEDIATELY. PROFILE ENTRANCE AND PAVED AREAS 8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. q' 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. 50'OR GREATER PERSPECTIVE VIEW IF REQUIRED PROJECT TITLE: Proposed Renovation for 36" FENCE ' Mele/Christiano o ' POST 00 ° Residence CONSTRUCTION SPECIFICATIONS/NOTES non WOVEN WIRE FENCE 0000000' °-0000°0°0° 1140 Deephole Drive (14 1/2 GAUGE W/6" 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES 0°0°0°0` °0°0°0° MESH SPACING)WITH OR STAPLES. POSTS SHALL BE STEEL EITHER"T"OR"U"TYPE OR HARDWOOD. 000000c `�°o°o° Mattituck, NY 11952 FILTER CLOTH 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED o o _ EVERY 24"AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 12 1/2 GAUGE,6" 0000c �� v U_ o MESH OPENING. EXISTING o°0°c EXISTING w UJ PROJECT NO. 1001 `„ 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE GROUND °0°0°c, PAVED o Q =) UNDISTURBED OVER-LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, 0000000 ROADWAY DRAWN BY: NRN FLOW GROUND MIRAFI 100X, STABILINKA T1 40N, OR APPROVED EQUIVALENT. 00000000 c� ' 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE,OR APPROVED EQUIVALENT. 00000000 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN °0°0°0°0` c, ., SCALE: AS NOTED "BULGES" DEVELOP IN THE SILT FENCE. °0°0°0°0°0°0"0°0°0°0°o''u o °o°o°o°o°o°o°o°o°o°o°o°o°o°o0- f 6. SILT FENCING WILL BE INSTALLED ON THE LOW SIDE AND EXTEND APPROXIMATELY 70% DRAWING TITLE: COMPACTED SOIL J AROUND THE PERIMETERS OF SOIL STOCKPILES GENERATED FROM GRADING AND (0EXCAVATING OPERATIONS. � PROPOSED EMBED FILTER CLOTH PLAN VIEW 6" IN GROUND SITE DETAILS 4" SILT FENCE SECTION VIEW SCALE:N.T.S. STABILIZED CONSTRUCTION ENTRANCE DWG. NO. SCALE:N.T.S. ro11 �lLECT :L OSe e Ova O Or 11Ns10PF7CT10'kN-' r-,71171-J!'771ED 5155�� 0 0 0 ® Natalie Niemann, R.A. Kirk Niemann, Designer k�oe PLUMBING PLUMBER CERTIFICATION 26 Churchill Lane 'gING WASTE ON LV.D CONTENT BEFORE Smithtown,New York 11787 ALL,PLU�� Mattituck, 8 iNATEFI LINES NEED © e © © o v © © © o © o © v a TESTING BEFORE COVER ING CERTIFICATE OF OCCUPANCY 631 922-4041 1140 (�(� ® V Drive , SOLDER USED IN VItATER ( )eve SUPPLY SYSTEM CANNOT (631) 748-4048 EXCEED 2110 OF 1% LEAD. natalie_niemann@verizon.net kirk niemann@verizon.net ABBREVIATIONS SYMBOLS LEGEND MATERIAL LEGEND COPYRIGHT02007 ACT ACOUSTICAL CEILING TILE GALV GALVANIZED RAD RADIUS BUILDING PLAN REVIEW NOTE �� AFF ABOVE FINISH FLOOR GC GENERAL CONTRACTOR RCP REFLECTED CEILING PLAN %�%�%�%�%' %�\'�/��i ALT ALTERNATE GL GLASS RD ROOF DRAIN SECTION NO. X BUILDING PLANS EXAMINER SHALL REVIEW THE ENCLOSED DOCUMENT FOR ALUM ALUMINUM GYP. BD. GYPSUM BOARD RECEPT RECEPTACLE SHEET NO. X - - - - X'-X" EARTH STEEL MINIMAL ACCEPTABLE PLAN SUBMITTAL REQUIREMENTS OF THE TOWN AS AL ALUMINUM HDR HEADER REF REFRIGERATOR C.H. -_ SPECIFIED IN THE BUILD!?,-!G AND/OR RESIDENTIAL CODE OF THE STATE OF NEW APPROX APPROXIMATE HM HOLLOW METAL REINF REINFORCE BUILDING SECTION MARKx YORK. THIS REVIEW DOES NOT GUARANTEE COMPLIANCE WITH THAT CODE. THE ARCH ARCHITECTURAL HORZ HORIZONTAL REQ'D REQUIRED `WALL SECTION MARK CEILING HEIGHT CRUSHED STONE WOOD BLOCKING ''3Q SEAL AND SIGNATURE OF' 0.31 THE DESIGN PROFESSIONAL HAS BEEN INTERPRETED AS r�T� , BLDG BUILDING HTR HEATER RM ROOM AN ATTESTATION THAT, TO THE BEST OF THE LICENSEES BELIEF AND 0F..�t_N J,wl� B.O. BOTTOM OF HVAC HEATING,VENTILATION, RO ROUGH OPENING - CJ CONTROL JOINT AIR CONDITIONING SCHED SCHEDULE —_ —_ —_ —_ °° ° . INFORMATION, THE WORK IN THE DOCUMENT IS ACCURATE: r CL CENTER LINE HW HOT WATER SCVVD SOLID CORE WOOD THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT. THE ARCHITECT IS THE AUTHOR OF THESE DRAWINGS AND CLG CEILING IN INCH SD SMOKE DAMPER ELEVATION NO. X EXISTING WALL CONCRETE SHIM - IS THE RESPONSIBILITY OF THE LICENSEE THE COPYRIGHT. THE OWNER SHALL BE PERMITTED D = SHEET NO. RETAIN COPIES OF THE THESE DRAWINGS FOR REFERENCE CMU CONCRETE MASONRY UNIT INSUL INSULATION SE SOUTHEAST X TO BE REMOVED - CONFORMS'W/ GOVERNING CODES APPLICABLE AT THE TIME OF SUBMISSION RELATED TO THE OWNER'S USE OF THE PROJECT. - CONFORMS W/ REAS( '-- STANDARDS OF PRACTICE COL COLUMN INT INTERIOR SECS SECTION ;; °I b° I i •I 1 ° CONC CONCRETE JT JOINT SF SQUARE FOOT ELEVATION MARK CMU PLYWOOD - CONFORMS W/ SAFEGUARDING OF LIFE, HEALTH, PROPERTY & PUBLIC WELFARE ___ EXISTING WALL REVISIONS CONT CONTINUOS LBS POUND HT SHEET CONST CONSTRUCTION LF LINEAR FOOT SIM SIMILAR �> COORD COORDINATE LTG LIGHTING SPEC SPECIFICATIONS TO REMAIN \ /' >> k SS>� Y WA NO. DESCRIPTION DATE DETAIL NO. I I �. . > > �1. �l � CORR CORRIDOR MATL MATERIAL SS STAINLESS STEEL X I 1 ISSUED FOR PRICING 12/12/11 CPT CARPET MAX MAXIMUM STND STANDARD SHEET NO. X I I �........:...::. ._ ,. ;; CMU (plan) BATT INSULATION CT CERAMIC TILE MECH MECHANICAL STL STEEL 4 ISSUED TO SOUTHOLD 12/22/11 CW COLD WATER MEMB MEMBRANE STOR STORAGE DETAIL MARK NEW WALL OR D R A I BUILDING DEPARTMENT DEMO DEMOLITION MTL METAL STRUCT STRUCTURAL PARTITION W N G LIS T DEPT DEPARTMENT MFR MANUFACTURER SW SOUTHWEST BRICK RIGID INSULATION DIA DIAMETER MIN MINIMUM TEL TELEPHONE 2 X 8 FJ TI TITLE SHEET, KEY MAP & MISCELLANEOUS DIM DIMENSION MISC MISCELLANEOUS TEMP TEMPERATURE @ 16'O.C. DN DOWN MO MASONRY OPENING T&G TONGUE&GROOVE T2 GENERAL NOTES & STRUCTURAL DETAILS DWG DRAWING MTD MOUNTED TOIL TOILET ELEVATION MARKER FRAMING NOTATION EA EACH NA NOT APPLICABLE T.O. TOP OF BUILDING CODE INFORMATION S 1 EXISTING & PROPOSED PLOT PLANS, SITE DETAILS EUELEV ELEVATION NE NORTHEAST T.O.W. TOP OF WALL �/ S2 , SITE DETAILS PLUMBER CERTIFICATION ONLEAD CONTENT BEFORE ELEC ELECTRICAL NIC NOT IN CONTRACT T.O.S. TOP OF SLAB/STEEL � O OCCUPANCY CLASSIFICATION: R3 EX EXISTING FIRST FLOOR PLAN & ELEVATIONS CERT fFICATE OF OCCUPANCY ENTR ENTRANCE NO NUMBER TV TELEVISION TYPE OF CONSTRUCTION: 5B EQ EQUAL NOM NOMINAL TYP TYPICAL DUPLEX OUTLET, IMTD. 18rr A.F.F. WINDOW SYMBOL FIRE HAZARD CLASSIFICATION: LOW AO DEMOLITON PLAN & PROPOSED FOUND. PLAN SOLDER USED IN WATER EQUIP EQUIPMENT NTS NOT TO SCALE U.0.N. UNLESS OTHERWISE SUPPLY SYSTEM CANNOT EXIST EXISTING NW NORTHWEST NOTED O 101 Al PROPOSEIJ FIRST I' & SECOND FLOOR PLANS EXCEED 2/10 OF 1% LEAD. - EXP EXPANSION NYSRC NEW YORK STATE VEN? VENTILATION i EXT EXTERIOR RESIDENTIAL CODE VERT VERTICAL A2 PROPOSED ROOF PLAN & SCHEDULES FDN FOUNDATION Oc ON CENTER VE,'7 VESTIBULE SMOKE DETECTOR ROOM NUMBER FLOOR AREA INFORMATION OCCUF`A , ,_�"i° 0 ,e FE FIRE EXTINGUISHER OFF OFFICE WWIDE FLANGE A3 PROPOSED EXTERIOR ELEVATIONS ° FIN FINISH OH OVERHEAD W/ WITH CO X FIRST FLOOR AREA: 1,745 S.F. A4 PROPOSEj-') EXTERIOR ELEVATIONS USE IS UN%..i� �y: FIXT FIXTURE PL PLATE WC WATER CLOSET O O SECOND FLOOR AREA: 1 000 S.F. r i . �L_�.„$ FT FOOT/FEET PLAM PLASTIC LAMINATE WD WOOD TOTAL AREA: Z 745 S.F. A5 PROPOSE BUILDNO SECTIONS & DETAILS FT FOOTING PLYWD PLYWOOD WDvJ WINDOW CARBON MONOXIDE DETECTOR DOOR SYMBOL !7 I GA GAUGE R RISER W/o WITHOUT A VRQVED AS NOTED 5 R 4"VENT EXISTING 4" *i •p BY THROUGH ROOF VENT TO BE r;�� C O � `- T.R. REMOVED \\\ N13FI Y E AtL(NG ()FPARTMENT`AT- dru J L JL ROOF '� " �0 i.OV`J o i11,F C T IGNS: FOR THE REScheck Software Version 4.4.2 •rte E f BUN^ 'T'JN • Tw') REQUIRED Compliance nR P I CONCRCrE � rsAtpgki� ROUG}i FRAMING.PLUMBING, .. µ.. 3^ �,_T �xic te StRAPPING. ELECTRICAL$CAULKING 1 2 2" fi . 3. INSULATION. t 4. F:NAL-CONSTRUCTION &ELECTRICAL � --t—� — I " >= _ M# '& f" f `�} MUST BE COMPLETE FOR C.O. `ALL CONSTRUCTION SHALL MEET THE Project Title: Mele/Christiane Residence :. OFFICE AREA I I BATHROOM 1 " REQUIREMENTS OF THE CODES OF NEW i F ITURE I (3 FIXTURES)I I I Energy Code; 21)14 New York Energy Conservation °°°° - .,.y �, YORK STATE. NOT RESPONSIBLE FOR Construction Cade , t p �s# QESIGN(OR CONSTRUCTION ERRORS. 1 11 I I 4 0 I Location: Suffolk County,New York 11 T I Construction n��pe Type: Addition/Alterationt t 1 I Heating Degree pays: 5750 G 2nd FLOOR Climate Zane: 4 4K PROJECT TITLE: Construction Site: Owner/Agent: Designer.{Contractor. � ° � � �� t .�� '' �}? C.O., 1 1 3" 2" 1 " .C.O. I 1140 Deephate Drive Natalie Nierrnn a- tatoy 4 »tsEe Di ' 4 Mattituck,NY 11952 26 Churchill Lane MBttltkk .,, RETAIN STORM WATER RUNOFF 631rt 43�G79N4Y 11787 }. A • -g, 4- x 1 natatieniernann o onPne.net S £ } PURSUANT 70 CHAPTER 236 OF THE TOWN CODE. 4 2 _ ^ 1 @ Pt Rd # T— 1 T' -fl� —_ -_ _ toy . KITCHEN 1 I EXISTING KITCHEN " -: ; r . o T PROCEED WITH BA ROO I I T—1 r'— Compliance:5.9•lo Better Than Code Maximum UA:392 Your LtA:369 k DO NO 2 FIXTU S BATHR OM I EXISITING ATH T_———__ (I FIXTURE to be removed) r - p p GARAGE T ( ) I I rho' Better«wrnse Than Core itvl r4t@ds haw dpse to mmriwance ftx house i's base l ARonde trsdn4fl Hies _.�3 T es `° FRAMING UNTIL SURVEY LAUNDRY (2 FIIXTURES) 0000 1 (5 FIXTUPS) I (3 FI TUREIS to be moved) — k DOES NOT de an tete of ,y use orm-st relar�o to a rr r:mu„n-oaae ho","_ frp�= £>� � N[)ATION LOCATIOt`� (1 FIXTURE) (1 FIXTURE) I I 1 ( 1 I 1 I 1 11 I Ly" 7 f _ :` M ' r +x OF FOU 1 y 1Y I 4 BEEN APPRO' ED Y2. z 1Y" I I Y' I I fi F HAS Y2' r4 LTJ FAT w Dw I I I 1st FLOOR ; : PROJECT NO. 1001 Ceiling 1:Flat Ceiling or Scissor Truss 1215 19.0 0.0 62 E Y A C0��3PLY WITH ALL CODES OF 3" 2" Ceiling 2:Cathedral Ceiling 582 38.0 0.0 16 DRAWN BY: NRN C.O, 1� 1� 1� 1� 1Y' 1 3"I 1 1 i 2" 1�'I T Wall 1:Wood Frame,16"o.c. 2398 15.0 0.0 144 NOT TO SCALE NEW YORK STATE & TOWN CODES 1Y C.O. �� G. AS REQUIRED AND CONDITIONS OF SCALE: AS NOTED 3.. C O _--- Window 1:Wood Frame:t3oubie Pane with Low-E 430 0,280 124 J 4^ C.O.. 4" �� Door 1:Glass 96 0.280 27 SOUTHOLD TUN ZBA 4" DRAWING TITLE: 4" Carnpffance Statement:The proposed building design described here is consistent with the building plans,specifications,and other SOUTHOLD TOWN PLANK NG BOARD 4" calculations submitted with the permit application.The proposed building has been designed to meet the 2014 New York Energy Conservation SOL'THOID TOV'1N TRUSTEES TITLE SHEET BASEMENT Construction Code requirements in RESchech Version 4.4,2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist CLIMATE AND GEOGRAPHIC DESIGN CRITERIA - W N.Y.S.DE; ' KEY MAP & EXIST. , HOUSE 4�� 4" Co NYSRC TABLE R301.2 (1) TRAP Name-Tftle Signature Date - MISCELLANEOUS GROUND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD TO AN APPROVED SNOW WIND DESIGN DESIGN UNDERLAYMENT FLOOD SUFFOLK COUNTY LOAD SPEED CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY TEMP. REQUIRED HAZARDS SEPTIC SYSTEM DWG. NO. MIN Y-0"BELOW MODERATE SLIGHT TO o SEE PLANS PLUMBING RISER DIAGRAM N . Y . STATE ENERGY CODE 45 PSF 120 MPH C SEVERE FINISHED GRADE TO HEAVY MODERATE 11OF YES EXAMINER NOT TO SCALE NAILING AND FASTENING SCHEDULE HEADER SCHEDULE NOTES FOR ANCHOR BOLI' GENERAL NOTES WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1 ALL MATERIAL FOR WOOD FRAMING TO BE LVL LONG ISLAND REGION CODE REFERENCE FOR ONE AND TWO STORY DWELLINGS TYPE AND SHALL HAVE A MINIMUM Fb = 200 PSI HIGH WIND /UPLIFT RESISTANCE `- 1. THESE DRAWINGS SHALL COMPLY WITH THE NEW YORK STATE BUILDING CODE AND LOCAL RULES AND � REGULATIONS. JOINT DESCRIPTION NUMBER OF NAIL LVL NAILS SPACING LUMBER SIZE SPANS MIN. BEARING 1. COMPLIANCE W/2003 NYS CODE BY USING W.F.C.M. 1995 SBC(HIGH NOTE:FOUNDATION ANCHORAGE PER: Natalie Niemann, R.A. 2. ANY DEVIATION FROM THESE DRAWINGS WITHOUT THE WRITTEN CONSENT OF ARCHITECT WILL NEGATE THE ROOF FRAMING (2) 13/4"x 5 1/4" UP TO 4'-0" 2" WIND EDITION)PRESCRIPTIVE DESIGN METHOD(CHAP.3) N.Y.S.R.C. SECTION R403.1.6 2. USE 1 1/4"X 20 ga. STL STRAPS @ EACH JOINT BETWEEN ROOF RAFTERS Kirk Niemann, Designer CERTIFICATION OF THESE DRAWINGS. TO DOUBLE TOP PLATE,SECOND FLOOR EXTERIOR WALL TO FIRST WOOD SILL PLATE SHALL BE FASTENED TO THE FOUNDATION 26 Churchill Lane 3. THE ARCHITECT WILL NOT HAVE CONTROL OVER OR CHARGE OF AND WILL NOT BE RESPONSIBLE FOR RAFTER TO TOP PLATE(TOE-NAILED) 3-8D PER RAFTER (2) 1 3/4 x 7 1/4 >41-01t TO 5-0 2 1/2 FLOOR EXTERIOR WALL,FIRST FLOOR EXTERIOR WALL TO WITH ANCHOR"J"BOLTS. BOLTS SHALL BE A MIN.5/8"IN Smithtown New York 11787 „ „ „ CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCE AND PROCEDURES,OR FOR SAFETY PROGRAMS IN CEILING JOIST TO TOP PLATE (2) 1 3/4 x 9 1/4 >5-0 TO 6-0 3 FOUNDATION SILL PLATE @ 16"O.C.(12"MIN.FROM CORNERS) DIAMETER AND SHALL EXTEND A MIN.OF 7"INTO MASONRY 3-8D PER JOIST „ „ „ 3. WINDOW AND DOORS TO HAVE DESIGN PRESSURE RATING OF(30)MIN. AND/OR CONCRETE,SPACED A MAX.OF 23"ON CENTER AND © © © © a © a 0 © © o a a CONNECTION WITH THE WORK. (TOE-NAILED) (2) 1 3/4 x 11 7/8 >6-0 TO 8'-0" 3 4. SEE NAILING SCHEDULE AND STRAPPING DETAILS FOR ALL LOCATED WITHIN 12"FROM OUTSIDE CORNERS.A NUT AND CEILING JOIST TO PARALLEL RAFTER POSTS SHALL BE 4 X 4(NOMINAL) FASTENERS. WASHER SHALL BE TIGHTENED ON EACH BOLT TO THE PLATE. (631) 9Z2-4041 4. DO NOT SCALE THESE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS. (FACE-NAILED) 10-16D EACH LAP 5. RIDGE STRAPS:USE 1 1/4"X 20 GAUGE STRAP W/(7)8d,NAILS EACH AS PER N.Y.S.R.CODE.FOR NUMBER OF BOLTS REQ'D IN SHEAR (631) 748-4048 5. ARCHITECT HAS NOT BEEN RETAINED FOR ON-SITE INSPECTIONS AND/OR OBSERVATIONS OF THE CONSTRUCTION CEILING JOIST LAPS OVER NOTE: RAFTER. WALL SEE TABLE 3.2A AND TABLE 3.213 PER 1995 W.F.C.M. 10-16D EACH LAP ALL SIZES CALLED OUT IN THE FOLLOWING DRAWINGS WILL .EXCEPTION: RIDGE STRAPS ARE NOT REQUIRED WHEN COLLAR natalie_niemann@verizon.net WORK PARTITIONS(FACE-NAILED) SUPERCEDE THIS SCHEDULE. COLLAR TIE TO RAFTER TIES(COLLAR BEAMS) kirk_niemann@verizon.net 6. CONTRACTOR OR OWNER SHALL OBTAIN A BUILDING PERMIT PRIOR TO COMMENCEMENT OF WORK. (FACE-NAILED) 5-8D PER TIE OF NOMINAL 2 X 4 LUMBER ARE LOCATED IN THE UPPER THIRD OF THE ATTIC SPACE 7. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS,PERMITS,CERTIFICATES OF OCCUPANCY, BLOCKING TO RAFTER(TOE-NAILED) 2-81) EACH END AND ATTACHED TO EACH PAIR OF RAFTERS. COPYRIGHT©2007 INSPECTION APPROVALS,ETC. RIM BOARD TO RAFTER 8. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY INFORMATION OMITTED FROM THE DRAWINGS AND NOTES (END-NAILED) 2-16D EACH END �ED' THAT ARE NECESSARY TO THE PROPER CONSTRUCTION OF THE WORK AS SHOWN. WALL FRAMING �AL1E N�F4' 9. DURING CONSTRUCTION,CONTRACTOR SHALL STOP WORK AND NOTIFY ARCHITECT OF ANY CONDITION THAT TOP PLATE TO TOP PLATE DOUBLE WALL STUDS DOUBLE WALL STUDS 2-16D PER FOOT EXISTS WHICH CONTRADICTS WITH THE DRAWINGS. IF CONTRACTOR FAILS TO FOLLOW THIS PROCEDURE AND (FACE-NAILED) CONTINUES WITH THE WORK,THEN HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY THEREFROM. TOP PLATES AT INTERSECTIONS JOINTS- III® X11 II WALL STUD 10. DISPOSAL OF ALL WASTE OR DEBRIS RESULTING FROM THE WORK SHALL PERFORMED IN A LAWFUL MANNER AS (FACE-NAILED) 4-16D EACH SIDE _= I 1 11 II ® II 1 1� ®II 111 III° cS�9,� Q3163�J�®�� . PRESCRIBED BY THE LOCAL AUTHORITY. STUD TO STUD(FACE-NAILED) 2-16D 24"O.C. IIS ®li I11 SUBFLOOR I Ili I� 11 II°° 12" ®�''�� 11. CONTRACTOR SHALL ADEQUATELY BRACE AND PROTECT HIS WORK AND PROTECT ADJACENT PROPERTY FROM HEADER TO HEADER 16"O.C. I ®11 11 1 11 II Ijl SUBFLOOR II°° END LOSS OR DAMAGE DURING DEMOLITION AND CONSTRUCTION. IN THE EVENT OF SUCH LOSS OR DAMAGE, FACE NAILED 16D ALONG EDGES I 0 11 11 I II II "SIMPSON STRONG LENGTH CONTRACTOR SHALL MAKE SUCH REPLACEMENT AS REQUIRED. ( ) 1 11 1 11 I I1 11°° THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT. I I 11 TIE"GALV. METAL II THE ARCHITECT IS THE AUTHOR OF THESE DRAWINGS AND TOP OR BOTTOM PLATE TO STUD 111 (011 11 I I®II HOLDOWN NO. PHD °° RETAINS COPYRIGHT. THE OWNER SHALL BE PERMITTED TO END-NAILED 3-16D PER STUD 7 I I SOLE PLATE II 12. CONTRACTOR SHALL PROVIDE:PROPER SUPPORT AND UNDERPINNING OF THE EXISTING CONSTRUCTION AS ( ) II CII 11- SI MPSON STRONG 1 11 �� 11 11°° RETARELATED TO THE OWNER'S SE OF THE OPROJECT. REQUIRED TO MAINTAIN THE SAFETY OF THE WORKERS,THE GENERAL PUBLIC AND THE STRUCTURE WHERE BOTTOM PLATE TO FLOOR JOIST, 1 11 II II TIE"GALV. METAL 11 I I1 II I 11®I II HOEDOWN NO. PHD � 1 SOLE PLATE II°° EXISTING CONDITIONS ARE BEING ALTERED AND/OR NEW CONSTRUCTION IS TAKING PLACE. BANDJOIST,ENDJOIST OR BLOCKING 2-16D PER FOOT 1 11 �l II ' _= �� (FACE-NAILED) � I11 �� 111 SILL PLATE =� I'° 13. REMOVE ALL EXISTING WALLS;,DOORS,PARTITIONS,FLOORING,CEILINGS,FIXTURES OR FIXED OBSTRUCTIONS AS REQUIRED TO INSTALL THE NEW WORK. PATCH AND REPAIR EXISTING CONDITIONS AS INDICATED IN THE FLOOR FRAMING 1 II I II'• 36"-42" REVISIONS DRAWINGS OR WHERE DISTURBED BY THE NEW WORK. JOIST TO SILL,TOP PLATE OF GIRDER - I I .I CUT 4-8D PER JOIST �! � / I I LENGTH NO. DESCRIPTION DATE 14. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL WITH A MINIMUM SOIL BEARING CAPACITY OF 2000 POUNDS (TOE-NAILED) _ SIMPSON STRONG TIE II I 1 ISSUED FOR PRICING 12/12/11 PER SQUARE FOOT AND SHALL HAVE A MINIMUM OF T-0"OF COVER.IF CONTRACTOR ENCOUNTERS POOR SOIL BRIDGING TO JOIST(TOE-NAILED) 2-8D EACH END I I GALV. METAL COUPLING CLEAR CONDITIONS,THEN HE SHALL STOP WORK AND NOTIFY ARCHITECT. II I SPAN 4 ISSUED TO SOUTHOLD 12/22/11 IS TO SUPERVISE,ALL MEANS AND METHODS OF CONSTRUCTION INCLUDING FORM WORK AND ( ) 11 •I BUILDING DEPARTMENT 15. CONTRACTORBLOCKING TO JOIST TOE-NAILED 2-8D EACH END I 1 II •1 PLACEMENT OF CONCRETE. SUBFLOOR BLOCKING TO SILL OR TOP PLATE JOIST II' ST (TOE-NAILED) 3-16D EACH BLOCK JOIII° 16. EXTERIOR SURFACES OF ALL FOUNDATION WALLS BELOW GRADE(EXCEPT SLAB AREAS)SHALL BE I I1 DAMPPROOFED WITH AN ELASTIC COAL TAR BASE,SELF PRIMING BITUMINOUS PLASTIC CEMENT. LEDGER STRIM TO BEAM 3-16D EACH JOIST "SIMPSON STRONG TIE" RIM JOIST I' ° (FACE-NAILED) I I II• I 17. ALL CONCRETE SHALL BE IN ACCORDANCE WITH THE NEW YORK STATE RESIDENTIAL CODE. BASEMENT SLAB: GALV. METAL COUPLING JOIST ON LEDGER TO BEAM ° 2500 PSI,FOUNDATION WALLS chi FOOTINGS:3000 PSI AND GARAGE SLAB:3500 PSI. (TOE-NAILED) 3-8D PER JOIST 1 I DOUBLE TOP PLATE I ° 18. ALL POURED CONCRETE FOOTINGS ARE TO BE REINFORCED WITH(2)#5 CONTINUOUS HORIZONTAL REBAR,U.O.N. BAND JOIST TO JOIST PER JOIST 1 SILL PLATE DOUBLE WALL---\,., _ DOUBLE I�°° END 3-16D •; I STUDS ° (END-NAILED) TOP PLATE I ° LENGTH 19. ALL CONCRETE FLOOR SLABS SHALL BE 4"THICK AND TO BE LEVEL UNLESS OTHERWISE NOTED ON THE a I ° ANCHOR BOLT I I c I ) II ° BAND JOIST TO SILL OF TOP PLATE 2-16D PER FOOT I 1 I II �� I° DRAWINGS. (END-NAILED) ; ' °{ I 1 I I II 11 ° ROOF SHEATHING 1 ;. FOUNDATION WALL I I� ®�� II PROVIDE MINIMUM 1" 1�°° 20. SEE ANCHOR BOLT CODE REFERENCE ON THIS SHEET FOR ANCHOR BOLT INFORMATION. 8 EDGE/ I I 0 I II END DISTANCE 110 ® 1 II 10 21. ALL STEEL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF AISC SPECIFICATIONS. STRUCTURAL PANELS 8D 12"FIELD Q NOTE: I IIS ® 1 11 b II® 111 ALL STRUCTURAL STEEL SHALL BE NEW. GABLE ENDWALL RAKE/OVERHANGS 4"EDGE/ PROVIDE HOEDOWNS IWALL STUD "SIMPSON STRONG TIE" II ® Ill (TABLE 3.8) 8D 4"FIELD WITHIN 32"OF EACH GALV. METAL STRAP NO. �_ �I 22. ALL STRUCTURAL WOOD FRAMING MEMBERS TO BE HEM FIR NO.2 OR BETTER WITH Fb=975 PSI,Sill,` sULAR AND CORNER OF BLDG. CS20 Fb=1150 PSI REPETITIVE. DIAGONAL BOARD SHEATHING 2-8 1 X 6 OR 1 X 8 D PER SUPPORT 23. ALL TRIMMED AND FLUSH CONNECTIONS BETWEEN JOISTS,POSTS,OR RAFTERS TO BEAMS,GIRDERS OR DIAGONAL BOARD SHEATHING STRUCTURAL MEMBERS TO BE FASTENED USING"SIMPSON STRONG TIE"PRODUCTS OR APPROVED EQUAL 1 X10 OR WIDER 3-8D PER SUPPORT A FLOOR-TO-FOUND. TIE DOWN DETAIL B FLOOR-TO-FLOOR TIE DOWN DETAIL C FLOOR-TO-FLOOR STRAP DETAIL (GALVANIZED AT EXTERIOR). CEILING SHEATHINGT2 Scale:NTS T2 Scale:NTS T2 Scale:NTS 24. PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS AND AROUND ALL OPENINGS. 7"EDGE/ GYPSUM WALLBOARD SD COOLERS 10"FIELD 25. PROVIDE BLOCKING UNDER ALL PARTITION WALLS RUNNING PERPENDICULAR TO JOISTS. WALL SHEATHING 26. ALL FLOOR JOISTS SHALL BE CROSSBRIDGED WITH EITHER 5/4"x 3"BRIDGING,METAL STRAPPING OR SOLID WOOD 6"EDGE/ BLOCKING AT MIDSPAN OR INTERVALS NOT TO EXCEED 8'-0"O.C. STRUCTURAL PANELS 8D NOTE: 12"FIELD PROVIDE GALV. METAL 27. INTERIOR PARTITIONS ARE TO BE CONSTRUCTED OF 2 x 4 WOOD STUDS AT 16"O.C.,U.O.N. FIBERBOARD PANELS 3"EDGE/ STRAP CONNECTION AT °°I � o 7/16" 6D 6"FIELD GABLE-END WALL. °°/ �o 28. ALL EXTERIOR PLYWOOD SHALL BE CDX GRADE AND SHALL BE IDENTIFIED WITH THE APPROPRIATE TRADEMARK FIBERBOARD PANELS 3"EDGE/ �\ AND MEET THE REQUIRED STANDARDS OF THE AMERICAN PLYWOOD ASSOCIATION. 25/32" 8D 6"FIELD m N 00 29. ALL EXTERIOR EXPOSED WOOD MEMBERS SHALL BE PRESSURE TREATED IN ACCORDANCE WITH THE II GYPSUM WALLBOARD SD COOLERS 7 EDGE/ ,f of REQUIREMENTS OF THE AWPA STANDARDS FOR WATERBORNE PRESERVATIVE TREATMENT. 10"FIELD DOUBLE TOP I I DOUBLE TOP DOUBLE TOP 6"EDGE/ PLATE 1 II I I PLATE ° J PLATE 30. ALL WINDOW AND DOOR OPENINGS SHALL HAVE STUDS DOUBLED ON JAMBS,U.O.N. ALL DOOR AND WINDOW HARDBOARD 8D 12"FIELD ° ROUGH OPENING HEADS TO BE.SET AT 6'-8"A.F.F,U.O.N. 1 II I RAFTER RAFTER PARTICLEBOARD PANELS 8D (SEE MANUF.) TIE"STRAP STRONG I 1 TIE"STRAP NO. SP4 II "SIMPSON 31. PROVIDE 6-8"MINIMUM HEAD CLEARANCE ABOVE STAIRS AS PER N.Y.S.BUILDING CODE. AT EACH WALL STUD II I 1 STRONG TIE" NO. H2 IDX 6 OR AX BOARD SHEATHING 2-8D PER SUPPORT Oil v 32. ALL WOOD SHEATHING ON EXTERIOR WALLS AND ROOF SHALL BE COVERED WITH ONE LAYER OF 15# CONNECTOR WATERPROOF BUILDING PAPER. DIAGONAL BOARD SHEATHING TIE"N . H STRONG 3-8D PER SUPPORT TIE"NO. H2.5 NOTE: �' (3)10dx1 1/2" NAILS PROVIDE THIS CONNECTION 33. PROVIDE A CONTINUOUS COPPER TERMITE SHIELD AT THE PERIMETER OF NEW FOUNDATION WORK. 1 X10 OR WIDER I EACH SIDE OF STUD WALL STUD CONNECTOR WHEN STUDS DO NOT ALIGN FLOOR SHEATHING WALL STUD DIRECTLY WITH ROOF 34. PROVIDE FLASHING AT ALL VERTICALMORIZONTAL JUNCTIONS AND STEP FLASHING AT ALL JUNCTIONS STRUCTURAL PANELS 6"EDGE/ RAFTERS. OCCURRING ON A SLOPE. 1"OR LESS D 12"FIELD PROJECT TITLE: BERGLASS BATTS STRUCTURAL PANELS 6"EDGE/ 35. INSULATION SIIZE AS INDICATED ON DRAWINGS WITH ITH A VAPOR BARRIER ON THE HEATED SIDE.CEILINGS OF ALL HEATED SPACES SHALL BE IPACK ALL PACES GREATER THAN 1" loD 6"FIELD D TOP PLATE-TO-STUD DETAIL E RAFTER-TO-TOP PLATE DETAIL F RAFTER-TO-TOP PLATE DETAIL Proposed Renovation for AROUND WINDOWS AND DOORS WITH INSULATION. ALL INSULATION SHALL BE SIZED,LOCATED AND INSTALLED DIAGONAL BOARD SHEATHING 2-8D PER SUPPORT T2 Scale:NTST2 Scale:NTS T2 Scale:NTS Mele/Christiano IN ACCORDANCE WITH N.Y.S.ENERGY CODE. 1 X 6 OR 1 X 8 36. INSULATION IN CATHEDRAL CEILINGS SHALL BE AS INDICATED ON DRAWINGS. CARE SHALL BE TAKEN TO DIAGONAL BOARD SHEATHING X10 OR WIDER 3-8D PER SUPPORT Residence MAINTAIN THE FREE PASSAGE OF AIR BETWEEN INSULATION AND ROOF DECK(1"MIN.AIR SPACE). NOTES: "SIMPSON STRONG 1140 Deephole Drive 37. ALL WALLS AND CEILINGS SHALL BE FINISHED WITH 1/2"GYPSUM BOARD EXCEPT,U.O.N. PROVIDE WATERPROOF 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING TIE"NO. CS20 TYPE WALLBOARD IN AREAS OF MOISTURE AND CEMENT BACKER BOARD ALL SURFACES TO RECEIVE TILE. NAILED 6"O.C.AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED CONNECTOR AT EA. MattltUCk, NY 11952 3"O.C.AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, RAFTER 12" 38. ALL INTERIOR DOORS SHALL BE STAINED GRADE O.N.)6-8"HIGH x 1-3/8"x WIDTH AS NOTED ON DRAWINGS. NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE PROJECT NO. 1001 CONTRACTOR TO COORDINATE HARDWARE TYPE AND FINISH WITH OWNER. DOUBLED,OR ALTERNATE CONNECTORS,SUCH AS SHEAR PLATES, ... a 39. ALL WINDOWS SHALL HAVE DOUBLE-INSULATED GLASS,INSECT SCREEN AND EXTENSION JAMBS AS REQUIRED. SHALL BE USED TO MAINTAIN THE LOAD PATH. \\ DRAWN BY: NRN ALL WINDOES SHALL BE PERMANENTLY AND LEGIBLY MARKED. 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED d 2', RIDGE BEAM 40. ALL WINDOWS BELOW 18"A.F.P.,GLASS DOORS,SHOWER DOORS AND ENCLOSURES,BATH TUB DOORS& MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE \ d PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. �d d SCALE: AS NOTED ENCLOSURES SHALL BE TEMPERED GLASS TO CONFORM TO NY CODE R308 SAFETY GLASS REQUIREMENTS. d ALLOWABLE DEFLECTION 3. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE "SIMPSON OF STRUCTURAL MEMBERS DRAWING TITLE: 41. ALL MOLDINGS AND TRIM SHALL BE STAIN GRADE,U.O.N. STAPLES ARE PERMITTED,CHECK IBC FOR ADDITIONAL - REQUIREMENTS. RAFTER STRONG TIE NO. e TABLE RR301.6 42. THE OWNER SHALL SELECT ALL FINISH MATERIALS AND COLORS,U.O.N. LSSU GENERAL NOTES & RIDGE BOARD CONNECTOR AT � STRUCTURAL MEMBER ALLDEFLECT W. 43. THE ELECTRICAL INSTALLATION SHALL BE IN ACCORDANCE TO NATIONAL ELECTRIC CODE,THE LONG ISLAND DESIGN LOAD CRITERIA EA. RAFTER le . STRUCTURAL POWER AUTHORITY(LIPA),LOCAL MUNICIPALITIES. TERS HAVING SLOPES GREATER THAN AA L/180 DETAILS 44. ALL ELECTRICAL WORK SHALL BE APPROVED BY THE BOARD OF FIRE UNDERWRITERS OR EQUAL. PROVIDE (in psf) � WITH NO FINISHED CEILING ATTACHED TO RAFTERS CERTIFICATE TO OWNER. LIVE DEAD RAFTER � INTERIOR WALLS&PARTITIONS H/180 LOCATION LOAD LOAD FLOORS&PLASTERED CEILINGS L/360 DWG. NO. 45. PROVIDE ONE SINGLE STATION SMOKE DETECTOR AT EACH BEDROOM AND AT EACH FLOOR AS PER N.Y.S.CODE SECTION 705.1. DEVICE TO BE INSTALLED IN CONFORMITY WITH SECTION A510 AND SHALL BE INSTALLED NEAR ROOF 45 15 ALL OTHER STRUCTURAL MEMBERS L/240 OR ON THE CEILING. ATTIC 20 10 EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H/360 46. ALL PLUMBING WORK SHALL BE IN ACCORDANCE WITH THE NATIONAL PLUMBING CODE AND LOCAL CODES SECOND FLOOR 30 10 G RAFTER-TO-RAFTER DETAIL H RAFTER-TO-RIDGE BEAM DETAIL EXTERIOR WALLS-WIND LOADS WITH BRITTLE FINISHES L/240 HAVING JURISDICTION. ALL PLUMBING WORK REQUIRED TO BE INSTALLED BY A LICENSED PLUMBER. FIRST FLOOR 40 10 T2 Scale:NTS T2 Scale:NTS EXTERIOR WALLS-WIND LOADS WITH FLEXIBLE FINISHES L/120 NEW SUFFOLK AVENUE NEW SUFFOLK AVENUE > Natalie Niemann, R.A. Co ,o o Co Kirk Niemann, Designer W W iv W z N 26 Churchill Lane a o ux, LAND N/F Oo I w ° z LAND N/F OD LU z o OF W o N (3)NEW 8f11,3'DEEP OF w Smithtown,New York 11787 too LL ^� z CL 11.66 ¢i N a DRYWELLS(FOR SCARTOZZI Z CL 11.66 © © ® © Q © © © O I SCARTOZZI �+p LL NYT//45 ROOF DRAINAGE) - 1.6'N $87°19'20"E 0.9'N 0.8'N 245.00' I - - w NYT#45 LATTICFENCE I 0 1.6N JCJ7°19,2011E _ 0.9'NoLATTIC ENCE 0.8'N - - -_ _ _ _ - - - - _ - 245.00 0 (631) 922-4041 I 0 ' �- PIPE L 8 IPE Uc EL 11.3 r 'p EL 7.0 E '7 ---'W ---1 EL 10.9 o SILTFENCE EXISTING SEPTIC _ _ EL 11.3 P (631) 748-4048 EL 8.7 _ JJ lf) °� EL 7.0 EL 10.9 EXISITNG SANITARY - (V 1 __ m � 3 EL 1 LP I 3 /LP LP O natalie niemann@verizon.net EL 11.1 � � TANK AND LEACHING i � � � m CQ I o r---9.8, _ O I ' 1 1 I� g IV /1 0 0 ❑ 63.3 r+ RD PIPE •- EL 11.2 ---� I h . N ,_ SYSTEM ,V `.J m POOLS TO REMAIN I _ I m 6 .3 r- �- 1� FIRM. LP l�-� � � RD4"QI � I � � Iv - ❑ EL 11.2 1 SHED , r---� o m I ¢ ¢ - �- �," 1 LP - W I INVERT S.T. z; I Lp I kirk niemann@veYizon.net .J o Y w I s.o N `` I � T I = 8.3' 38.1' to PROPOSED ■ _ J � T - o I Y w CONC. -- I 1 u z I Z i I 6'-O" U W �i WOOD PORCH d ; --', �J Z z EXIST. c STOOP LP LP ,p 3 m o I o > LP LP c� gni m WOOD ` ' �' O o z ao o I ❑ I '� fro 0 o EXISTING 1 STORY 2 D_ > 14.96' F� app ❑ DECK - T 1 ❑0 OO w o W ;gni D_ m¢ Z_ 21.88' U m a s 2 Q w v w' I WOOD FRAME o o EXIST. EXISTING 1 112 STORY Y Y m a o I > z I-�, o I de o FFL 13.8 o z COPYRIGHT©2007 o❑ " I o CONC/SLATE WOOD FRAME 7 3'- "a O LL 3x17 /71p Im! I o IL RESIDENCE WITH N PROPOSED 1 STORY � O a 3x17 Mp o PATIO EL 11.0 0 4'x1 _ ¢ I a; EL 11.0 STABILIZED ti FFL 13.8 97 4 ! 2 W PROPOSED 0 4'x1 TWALK RESIDENCE m N CATWALK o 1 !� WOOD _ N BILco (L �_! I NVERT N 2nd STORY ADDITION FRAME ADDITION ENTRANCE r FED�� CONSTRUCTION / M o EXISTING PERVIOUS ' 1.5 EXISTING PERVIOUS m C * °c DOORS m w 3 ! I L __-- 14.68' p,�.lE ry/F A W' 38.1' LU DRIVEWAY cr �' / I " Z 381 23 75 o BLUE STONE DRIVEWAY 66.4 Q' 601 / - EL 11.E I O CL 1170 / RD 4"0 PIPE - E 11_,, �' k _ A / I RD 4"0 PIPE o (� CL 11.70 ( .� (� // EL 11.0 N j EXIST\i O nl / v ` NVERT 11.0 N EXISTDEL 11.3 O /� L,•`r$ ? cV D W - o " L-------- Q .- �- i - t f / ro EL 10. Op m EL 8.7 �--------- co - ` EL 11.3 / EL 10.1 - 8 4' SILT FENCE _ EL 8.7 r IRON O X X� �� IRON % O X �� -C d �o�C�-� -� �o�- - - 0.8'S PIN 02'N ,Z 0 2'N 0 1� 4'WIRE FENCE 250.001 0.8'W � � ' 0.1 ° 1 n 4'WIRE FENCE 250"001 �.g•y PIN �� N87°19120"W m m -�� 3,63� / N87 19 20 W EXISTING DRYWELL TEST PIT LOCATION, EXIST.CONCISLATE PATIO TO BE U) OF THE NEW DRYWELLS, OF 4y LAND N/F = REMOVED FOR NSTALLATION OF LAND N/F AND FILLED ABANDONED REFER TO TEST HOLE Ur DATA THIS SHEET Q I =Q ¢ CHRISTIANSON&BOUTWELL ¢ CONTRACTOR TO DETERMINE ¢� ¢ � EXTENT OF REMOVAL AND CHRISTIANSON& BOUTWELL REPLACEMENT W/NEW PATIO THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT. THE ARCHITECT IS THE AUTHOR OF THESE DRAWINGS AND RETAINS COPYRIGHT. THE OWNER SHALL BE PERMITTED TO ROOF DRAINAGE CALCULATIONS RETAIN COPIES OF THE THESE DRAWINGS FOR REFERENCE ROOF AREA X 2/12=CF REQUIRED RELATED TO THE OWNER'S USE OF THE PROJECT. KENNETH M. WOYCHUK LEGEND ROOF AREA=2,302 SF ROOF DRAINAGE NOTE: 2,302 SF x 2/12=384 CF MIN.5"ALUMINUM GUTTERS EXISTING PLOT PLAN y o PROPOSED PLOT PLAN CONNECTING TO CORRUGATED Land Surveyor DRYWELL(CLOSED TOP) 8'0 DRYWELL=42.24 SF CAPACITY ALUM. LEADERS CONNECTING TO REVISIONS V _ t 11 Y , SILT FENCE SCale: 1" = 201-On 384 CF 142.24 SF=9'VERTICAL DEPTH REQUIRED LEADERS)CONNECTING A (3) Scale: ! 20'-0" Surveyed: November 20 2011 4 O PIPES(PAINTED TO MATCH NO. DESCRIPTION DATE DRYWELL 1 (DW1)=8'17,3'DEEP NEW DRYWELLS. 1 ISSUED FOR PRICING 12/12/11 Date House Built: 1949 F_ DRYWELL 2(DW2)=8'0,T DEEP HAZY BALE DRYWELL 3(DW3)=8'l?J,3'DEEP L - - J TOTAL=V VERTICAL DEPTH PROVIDED 2 ISSUED TO DEC 12!12111 3 REISSUED TO DEC 12/21/11 4 ISSUED TO SOUTHOLD 12/22/11 BUILDING DEPARTMENT C*1009 F FOUNDRY �J. O N I TJ IG N F O RMA I O N DITCH OR DIVERSION TO REINF.PRECAST CHIMNEY N°1009 FRAME&COVER u 1 `1 1 � TEST PIT PERFORMED ON 12/5/11 BY DIVERT SURFACE FLOW (AS REQUIRED)OR MIN.2 (OR GRATE AS REQUIRED) REINFORCED CONCRETE McDONALD GE®SCIENCE COURSES OF BRICK SLAB,PROVIDE TRAFFIC TAX MAP NO: DISTRICT:1000, SECTION:115, BLOCK: 12, LOT: 16 -� ... RATED SLAB IN ROADWAYS LOCATED IN A "NONCONFORMING LOTS" ZONE 1, 1, �W� �� 3+„s u FINISHED GRADE AND DRIVEWAYS SOUTHOLD, NY BENCH GRADE 2-3% PROPOSED BUILDING: ADDITION TO EXISTING RESIDENCE TEST HOLE DATA �- �- � �- � 1IL 11L - �. _ - USE REQUIRED EXISTING PROPOSED 0 0 0 O O O 0 0 0 �• �L \JI_ YI_ 1Y- _1V_ IN_ 1Y_ W_ j 0 0 0 0 0 0 D o c " ,1/ 11L 11L 11L .I, ,� W o co HEIGHT / STORIES (MAX.) 35 191-511 281-8 1/2 DARK BROWN LOAM OLS„ ° 0 0 0 0 0 0 �1 �111� �111/� 3� �� 3� �L11L� \ ❑ Z> ----- 0.51 E 1' 1 1 I IIII ,� PRECAST STORM DRAIN RINGS f11I,IIIIIIII IIII IIIIIIII ?. _ _ �c > a z 0® IIIIIIII IIIIIIIII�II IIIIIIt 4.1 y �,L �1 ,� � W W LOT AREA > 20 000 sf 12 650 SF 12 650 SF ' �c 'E W ®® ® ® ® ® ®®® Z BROWN SILTY SAND SM } III III III I IIFR '�`� 3'�`� '`� 0® ® ® ® ® ®®0 BLDG. FLOOR AREA - 1,035 SF 1,741 SF X Y MAX II !III IIII II IIIlplilpllllllli IIII IIS' "k .� 2'MINABOVE 1, - -- - - 3.0I) I I Illllllnllll IIII III � ,,� � '4k GROUNDWATER BCOONC.FTG. LOT COVERAGE (MAX.) 20% 10% 17.2% 1 3 30 I I III '► - �-- 0 12 DIA III 4 40' } IIIIIIIIIII � � "�c SEE DWG FOR SIZES 6' I IIIIII I I I .� � '� ,1, �` 1,265 SF 2,181 SF PALE BROWN FINE SAND SP MIN. 1 L- I I IIII =BACKFILL MATERIAL TO BE CLEAN X IIIIII SAND AND GRAVEL CONTAINING FRONT YARD (MIN.) 35' 97,4' 66,4' -- --- 6.6' I Ill�linl II Iill�ll�l III III LESS THEN 15%FINE SAND SILT AND CLAY.MATERIAL TO BE SIDE YARD MIN. IMPORTED IF NATIVE MATERIALS (MIN.) 101 11.8' / 11.9' 11.8' / 9.7' * CONSTRUCTION SPECIFICATIONS/NOTES ARE DETERMINED TO BE UNSUITABLE BY ENGINEER TOTAL SIDE YARD (MIN.) 25' 23,7' 21.5' * WATER IN PALE BROWN FINE SAND SP 1. ALL GRADED OR DISTURBED AREAS INCLUDING SLOPES SHALL BE PROTECTED DURING CLEARING AND CONSTRUCTION IN ACCORDANCE WITH THE EROSION AND SEDIMENT CONTROL PLAN UNTIL THEY ARE PERMANENTLY STABILIZED. UNDERLYING SAND AND GRAVEL STRATA REAR YARD MIN. 35' 63.3' 63.3' 2. ALL SEDIMENT CONTROL PRACTICES AND MEASURES SHALL BE CONSTRUCTED,APPLIED AND MAINTAINED IN (MIN.) ACCORDANCE WITH THE EROSION AND SEDIMENT CONTROL PLAN AND THE NYSDEC"NEW YORK STATE STANDARDS LEACHING BASIN AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL"(AUGUST 2005) MANUAL. * VARIANCE REQUIRED 3. TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE STOCKPILED IN AMOUNT NECESSARY TO ITEM 1E: N.T.S.E 2 Q 13.0' COMPLETE FINISHED GRADING OF ALL EXPOSED AREAS. NOTES: SCALE: N.T. 4. AREAS TO BE FILLED SHALL BE CLEARED, GRUBBED,AND STRIPPED OF TOPSOIL TO REMOVE TREES,VEGETATION, 1. TYPE"2"POOLS HEIGHT AND WIDTH OF SECTIONS AS REQUIRED COMMENTS: WATER ENCOUNTERED 6.6' BELOW SURFACE ROOTS OR OTHER OBJECTIONABLE MATERIAL. INCLUDING CONCRETE FOOTINGS,REINFORCED CONCRETE SLAB 5. AREAS WHICH ARE TO BE TOPSOILED SHALL BE SCARIFIED TO A MINIMUM DEPTH OF FOUR INCHES PRIOR TO AND MANHOLE COVER(WHEN BASIN IS SET TO FINISHED GRADE). PLACEMENT OF TOPSOIL. 6. ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION, SLIPPAGE, SETTLEMENT, SUBSIDENCE OR OTHER 2. ALL POOLS UNDER PAVEMENT TO HAVE SURFACE ACCESS. RELATED PROBLEMS. FILL INTENDED TO SUPPORT BUILDINGS, STRUCTURES AND CONDUITS, ETC. SHALL BE COMPACTED IN ACCORDANCE WITH LOCAL REQUIREMENTS OR CODES. 3. ALL OTHER LEACHING POOLS TO HAVE POSITIVE SURFACE ACCESS. 7. EXCEPT FOR APPROVED LANDFILLS, FILL MATERIAL SHALL BE FREE OF FROZEN PARTICLES, BRUSH, ROOTS, SOD, OR OTHER FOREIGN OR OTHER OBJECTIONABLE MATERIALS THAT WOULD INTERFERE WITH OR PREVENT CONSTRUCTION 4. ANY DRAINAGE STRUCTURES INSTALLED WITHIN R.O.W.SHALL BE OF SATISFACTORY FILLS. 10'fd MAX.AND SHALL INCORPORATE FOOTING RING. 8. FROZEN MATERIALS OR SOFT, MUCKY OR HIGHLY COMPRESSIBLE MATERIALS SHALL NOT BE INCORPORATED IN FILLS. ' + PROJECT 9. FILL SHALL NOT BE PLACED ON SATURATED OR FROZEN SURFACES. , PRO TITLE: 10. ALL BENCHES SHALL BE KEPT FREE OF SEDIMENT DURING ALL PHASES OF DEVELOPMENT. 0 Proposed Renovation for 11. SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN ACCORDANCE WITH THE STANDARD p AND SPECIFICATION FOR SUBSURFACE DRAIN OR OTHER APPROVED METHOD. � 0 3 Mele/C hrlStlallO 12. ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY FOLLOWING FINISHED GRADING. 0 .. , 13. STOCKPILES, BORROW AREAS AND SPOIL AREAS SHALL BE SHOWN ON THE PLANS AND SHALL BE SUBJECT TO THE "& �r PROVISIONS OF THIS STANDARD AND SPECIFICATION. ReS1C�eIlCe * y t , 4 1140 Deephole Drive LAND GRADING Mattituck NY 11952 SCALE:N.T.S. ry OW - s, � PROJECT NO. 1001 :F DRAWN BY: NRN 01 f SCALE: AS NOTED DRAWING TITLE: jk B - F - EXISTING & PROPOSED PLOT y 3+ lrt t PLANS SITE DETAILS 01-3 ' DWG. NO. own 'F Natalie Niemann, R.A. Kirk Niemann, Designer 2"X4"WOOD FRAME SAND BA R 26 Churchill Lane ALTERNATE WEIGHT DUST CONTROL SPECIFICATIONS/NOTES Smithtown,New York 11787 1)DUST(PARTICULATE MATTER)CONTROL MEASURES WILL BE EMPLOYED © 0 0 © © o 0 o © o © o o © o 2'LENGTH OF 2"X4" STAKE � THROUGHOUT CONSTRUCTION ACTIVITIES. 631) 922-4041 10 2"x 4"WEIR � --� �'� • -� 2)THE FOLLOWING MEASURES WILL BE IMPLEMENTED TO CONTROL ()31 748-4048�\ �� FABRIC PARTICULATES IN DRIVING AREAS: 2"STONE natalie_niemann@verizon.net D D p p p �� MAY RELEASE DUST;• SPRAYING WATER ON ANY DRY MATERIAL BEING LOADED ON TRUCKS THAT kirk niemann@verizon.net FILTER CLOTH _-G 2"x 4"SPACER / Z • LIMITING ON-SITE VEHICLE SPEEDS TO FIVE MILES PER HOUR. THIS LIMIT WIRE MESH M _IIII_ a WILL BE IMPLEMENTED IN PART BY POSTING SIGNAGE OF THIS LIMIT AT ALL 6'SPACING COPYRIGHT©20071 __ ENTRANCES TO AND ALONG ROUTES WITHIN THE SITE; IIII IIII-I I I�I I i l p • TEMPORARY CONSTRUCTION ROADS SHALL BE DESIGNED IN A \\ D p INLET OF 2"X4" _@_II I�=III_ 00 STREAMLINED FASHION UTILIZING STABILIZED HAUL ROUTES TO LIMIT DUST RED q D TO SPACERS AND CONTROL SEDIMENT;AND �� AC PIPE IIII I(I I=III -I a ��5 � �lE Nei y,T 2"X4"ANCHORS v 'C �� / O • COVERING ALL TRUCKS CARRYING LOOSE MATERIAL SUCH AS DEBRIS, ��2' `' F EXCAVATED SOIL OR FILL,AND VERIFYING THAT SUCH COVERS ARE f PROPERLY SEALED. OUTGOING TRUCKS WILL BE INSPECTED AT THE GATE W DROP INLET BURIED FABRIC AND NOT PERMITTED TO EXIT IF COVERS ARE NOT SECURE. WITH GATE ., FRAME �� X3163® �� DIST `� 3)THE FOLLOWING MEASURES WILL BE APPLIED TO SOIL STOCKPILES TO �AF` P3E��4,0 STONE / CONTROL PARTICULATES IN NON-DRIVING AREAS: THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT. . SPRAYING WATERAN ADEQUATE SUPPLY OF WATER WITH APPROPRIATE RETAINS COPYRIGHT. THE OWNER SHALL BE• THE ARCHITECT IS THE AUTHOR OF THESE DRAWINGSAND TO DISTRIBUTION EQUIPMENT WILL BE AVAILABLE ON SITE AT ALL TIMES; OR RETAIN COPIES OF THE THESE DRAWINGS FOR REFERENCE RELATED TO THE OWNER'S USE OF THE PROJECT. • SPRAYING WITH A NON-HAZARDOUS, BIODEGRADABLE SUPPRESSING AGENT. CLOTH MESH `^ 2"X4"SPACERElio DUST CONTROL MEASURES REVISIONS 2"x 4"WEIR GATHER EXCESS NO. DESCRIPTION DATE AT CORNERS CONSTRUCTION SPECIFICATIONS/NOTES �� ---� 2 ISSUED TO DEC 12/12/11 1. FILTER FABRIC SHALL HAVE AN EOS OF 40-85. CONSTRUCTION SPECIFICATIONS/NOTES 3 REISSUED TO DEC 12/21/11 2. WOODEN FRAME SMALL BE CONSTRUCTED OF 2"x 4"CONSTRUCTION GRADE LUMBER. CONSTRUCTION SPECIFICATIONS/NOTES 3. WIRE MESH ACROSS THROAT SHALL BE A CONTINUOUS PIECE 30 INCH WIDTH WITH A 1. CLEAN AND STRIP ROADBED AND PARKING AREAS OF ALL VEGETATION, ROOTS AND OTHERS 4 ISSUED TO SOUTHOLD 12/22/11 LENGTH 4 FEET LONGER THAN THE THROAT. IT SHALL BE SHAPED AND SECURELY 1. FILTER FABRIC SHALL HAVE EOR OF LBURLAP MAY BE USED FIOR SHORT TERM APPLICATIONS. OBJECTIONABLE MATERIAL. BUILDING DEPARTMENT 2. CUT FABRIC FROM A CONTINUOUS ROLL TTO O ELIMINATE JOINTS. IF JOINITS ARE NEEDED THEY WILL BE NAILED TO A 2"x 4" WEIR OVERLAPPED TO THE NEXT STAKE. 2. LOCATE PARKING AREAS ON NATURALLY FLAT AREAS AS AVAILABLE. KEEP GRADES SUFFICIENT 4. THE WEIR SHALL BE SECURELY NAILED TO 2"x 4" SPACERS 9 INCHES LONG SPACED 3. STAKE MATERIALS WILL BE STANDARD 2"x 4"WOOD OR EQUIVALENT. (METAL WITH A MINIMUM LENGTH OF 3 FEET. FOR DRAINAGE, BUT NOT MORE THAN 2 TO 3 PERCENT. NO MORE THAN 6 FEET APART. 4. SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM 18 INCHES DEEP. SPANS GREATER 3. PROVIDE SURFACE DRAINAGE AND DIVERT EXCESS RUNOFF TO STABILIZED AREAS. 5. THE ASSEMBLY SHALL BE PLACED AGAINST THE INLET AND SECURED BY 2"x 4" THAN 3 FEET MAY BE BRIDGED WITH THE USE OF WIRE MESH BEHIND 7HE FILTER FABRIC FOR SUPPORT. 4. MAINTAIN CUT AND FILL SLOPES TO 2:1 OR FLATTER AND STABILIZED WITH VEGETATION AS SOON ANCHORS 2 FEET LONG EXTENDING ACROSS THE TOP OF THE INLET AND HELD IN 5. FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUND AND BACKFILLED. IT SHALL BE SECURELY AS GRADING IS ACCOMPLISHED. PLACE BY SANDBAGS OR ALTERNATE WEIGHTS. FASTENED TO THE STAKES AND FRAME. 5. SPREAD 6-INCH COURSE OF CRUSHED STONE EVENLY OVER THE FULL WIDTH OF THE ROAD AND 6. A 2"x 4"WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIC FOR OVER FLOW STABILITY. SMOOTH TO AVOID DEPRESSIONS. 7. MAXIMUM DRAINAGE AREA 1 ACRE 6. PROVIDE APPROPRIATE SEDIMENT CONTROL MEASURES TO PREVENT OFFSITE SEDIMENTATION. CURB DROP INLET PROTECTION FILTER FABRIC DROP INLET PROTECTION SCALE:N.T.S. SCALE:N.T.S. CONSTRUCTION ROAD STABILIZATION WOVEN WIRE FENCE 50'OR GREATER EXISTING PAVED CONSTRUCTION SPECIFICATIONS/NOTES (14 1/2 GAUGE W/6" IF REQUIRED ROADWAY MESH SPACING 1. STONE SIZE-USE 2"STONE, OR RECLAIMED OR RECYCLED CONCRETE AGGREGATE EQUIVALENT. 10'C.TO C. 2. LENGTH-50 FEET(EXCEPT ON A SINGLE RESIDENCE LOT 36"LENGTH FENCE WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY). POSTS DRIVEN 16" 3. THICKNESS-SIX(6) INCHES. INTO GROUND Z7 4. WIDTH-TWELVE (12) FOOT, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS EXISTING GROUND Aln7 OR PAVEMENT OCCURS. TWENTY-FOUR(24)FOOT IF SINGLE ENTRANCE TO SITE. 5. FILTER CLOTH -WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 0 0 0 0 0 0 0-0 0 0 0-0-0-080 00°0°00000000000°0°0°0°0000000000 6. SURFACE WATER-ALL SURFACE WATER FLOWING OR °°000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL ° °° BE PIPED ACROSS THE ENTRANCE. 7. MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR HEIGHT OF FILTER FILTER CLOTH 6"LAYER OF PROVIDE APPROPRIATE FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, 16" ALL SEDIMENT SPILLED, DROPPED,WASHED OR TRACKED '.V = CLEAN COURSE TRANSITION BETWEEN ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED AGGREGATE STABILIZED CONSTRUCTION IMMEDIATELY. J� PROFILE ENTRANCE AND PAVED AREAS 8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA O� co AN APPROVED OED SEDIMENTTTRAPP NG DEVICE.DAINS INTO WHICH 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE Q� SHALL BE PROVIDED AFTER EACH RAIN. 50'OR GREATER _ PERSPECTIVE VIEW IF REQUIRED PROJECT TITLE: Proposed Renovation for 36"FENCE Mele/Christiano POST o ° WOVEN WIRE FENCE 0Residence CONSTRUCTION SPECIFICATIONS/NOTES ° 14 1/2 GAUGE W/6" ° ° ° `� "-° ° ° ° ° 1140 Deephole Drive ( 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES 0°°°°°°� 00°0°0°0 MESH SPACING)WITH OR STAPLES. POSTS SHALL BE STEEL EITHER"T"OR"U"TYPE OR HARDWOOD. 0°0°0°C ��°o°o° FILTER CLOTH 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED 00000° J Mattituck, NY 11952 EVERY 24"AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 12 1/2 GAUGE,6" 0000c �� U- o C) MESH OPENING. ° ° � LU N EXISTING o o c EXISTING Lu Ix PROJECT NO. 1001 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE 0 ° o GROUND °0°0°c, PAVED N a � UNDISTURBED OVER-LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, 0 0 o t w 0 FLOW GROUND MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT. 0000000 ROADWAY LU 0°0°000c Of DRAWN BY: NRN 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT. 00000000 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN 0°0°0°0°0`,0 u -0"0"0`'0 SCALE: TAS NOTED BULGES DEVELOP IN THE SILT FENCE. 0°0°0°0°0°0° °0°0°0°0°000"0"0' 6. SILT FENCING WILL BE INSTALLED ON THE LOW SIDE AND EXTEND APPROXIMATELY 70% 0 0 0 0 0-000_0-0 0 0 0 0 0 0 COMPACTED SOIL AROUND THE PERIMETERS OF SOIL STOCKPILES GENERATED FROM GRADING AND DRAWING TITLE: � EXCAVATING OPERATIONS. PROPOSED EMBED FILTER CLOTH PLAN vlEw S 6"IN GROUND SITE DETAILS 4" SILT FENCE SECTION VIEW SCALE:N.T.R. STABILIZED CONSTRUCTION ENTRANCE DWG. NO. SCALE:N.T.S. TTS�Natalie Niemann, R.A. 38'-2"±EXISTING OVERALL Kirk Niemann, Designer 26 Churchill Lane Smithtown,New York 11787 o a o o © a © © a o © a (631) 922-4041 (631) 748-4048 CE natalie—niemann@verizon.net kirk niemann@verizon.net BATH CL. o CL. COPYRIGHT©2007 BEDROOM BEDROOM , ED ARc CL. Lj UP 3R cy. IV DECK _-J J p Ell , N - Ll C9 Z 1= THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT. X THE ARCHITECT IS THE AUTHOR OF THESE DRAWINGS AND UP LU RETAINS COPYRIGHT. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES OF THE THESE DRAWINGS FOR REFERENCE 1 R MUD RM. N RELATED TO THE OWNER'S USE OF THE PROJECT. N \\ REVISIONS LIVING ROOM i KITCHEN NO. DESCRIPTION DATE 4 ISSUED TO SOUTHOLD 12/22/11 I EXISTING BILCO BUILDING DEPARTMENT�—_- - - - - - - I I UP 4R I DOORS & L D_ CONCRETE STAIRS — I L - - - - - - o I I o — @ rl- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — —I� L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXISTING FIRST FLOOR PLAN EXISTING NORTH ELEVATION Scale: 1/4" = 1'-0" Scale: 1/4" = 1'-0" 0 0 tl U11F Li L�J_j 0 � PROJECT TITLE: L Ell Proposed Renovation for M, Mele/Christiano Residence L =LLii4 1140 Deephole Drive Mattituck, NY 11952 I I I I I I I I PROJECT NO. 1001 L - - - - - - - I I I I I DRAWN BY: KMN / NRN i I I I I I SCALE: 1/4" = 1'-0" I — — — — — — — — — — — — — — —— — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -17 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — DRAWING TITLE: L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- EXISTING FIRST FLOOR PLAN AND EXISTING EAST ELEVATION EXISTING SOUTH ELEVATION EXISTING WEST ELEVATION ELEVATIONS Scale: 1/4" = 1'-0" Scale: 1/4" = 1'-0" Scale: 1/4" = 1'-0" DWG. NO. 38'-2"t EXISTING OVERALL Natalie Niemann, R.A. Kirk Niemann, Designer 26 Churchill Lane --- ---- ------ -- --3"— " ----�---- Smithtown,New York 11787 a a © a a o a ® a a a a a a a I III II ��I I I I I I I I I I I I REMOVE EXIST.GYPSUM (631) 922-4041 j I I III II BATH j j BOARD LAYER ON ENTIRE FIRST FLOOR EXTERIOR DEMOLITION NOTES: (631) 748-4048 III I I I ri EXIST.CONC.STOOP CL. 1 1 CL. r WALLS, EXIST.2x4 STUDS 1. CONTRACTOR TO VERIFY ALL NEW v'-1 I I — ,�r AND FOUNDATION natalie_niemann@verizon.net �i AND SHEATHING TO CONSTRUCTION LOCATIONS PRIOR TO III BEDROOM o I �---,I �a11 I rl� REMAIN,V.I.F. III TO BE REMOVED DEMOLITION WORK. kirk niemann@verizon.net I u = 1 1 I I I I 1 1 I I III 2. CONTRACTOR IS RESPONSIBLE TO DECK III w N I �-_ J i( CL. I ) I LL vo III UP 3R ADEQUATELY BRACE AND PROTECT ALL w -=--. F-�___ I w N BEDROOM I EXISTING CONSTRUCTION THAT IS TO COPYRIGHT02007 �\ / \ r/, I i +1 REMAIN. 1 EXIST.WOOD DECK, Vri �` --I---I I 3. CONTRACTOR TO REMOVE ALL EXISTING E� I y I I PLUMBING FIXTURES ON FIRST FLOOR, .i�� RG+ STAIRS AND FOUND. I EXIST.CHIMNEY W/ CAP AS REQUIRED. �- L\E N <\ I TO BE REMOVED, I FLUE TO REMAIN I I 4. CONTRACTOR TO DISCONNECT AND 4i� "�� ,� • PREPARE AREA TO �\Q r�Z \ r� 1 p I w REMOVE ALL ELECTRICAL LINES.CUT RECEIVE NEW DECK _e > n ---------------------_—_—_—_—__ --.A ----� -------------__. �.....-. 1, o BACK LINES TO MAIN SERVICE. rt( ------------- I, -- --------i-------- ---- ,r —� i z 5. EXIST.HEATING RADIATORS TO BE REMOVED.CAP PIPING AS REQUIRED. '^ ' REMOVE EXIST.LOAD I I REMOVE EXIST.LOAD ,r ✓i I I X 6. EXISTING ATTIC STRUCTURE INCLUDING BEARING WALL, I I BEARING WALL, ri I _U_P I I W BUT NOT LIMITED TO THE ROOF RAFTERS, q F `I PROVIDE TEMPORARY -_� _ PROVIDE TEMPORARY rr 1R I I C I SHEATHING,COLLAR TIES,SUBFLOOR, 0!--IJP ai - BRACING AS REQ'D BRACING AS REQ'D MUD RM. C.I iI `�-j-I I I N GABLE END WALLS, ETC.TO BE REMOVED. I 1 0 @jZ U I �1 I L_ W CONTRACTOR TO PREPARE AREA TO THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT. z (3 I I 11 - RECEIVE A FULL SECOND FLOOR STORY. NEW 3 1/2"0 STEEL THE ARCHITECT IS THE AUTHOR OF THESE DRAWINGS AND rL--- — _ I ----- --�--J RETAINS COPYRIGHT. THE OWNER SHALL BE PERMITTED TO X __ --_ z U 1 ALL CONDITIONS TO BE VERIFIED IN FIELD LOLLY COLUMN(TOTAL 2) RETAIN COPIES OF THE THESE DRAWINGS FOR REFERENCE W N I r I— Ln w PRIOR TO COMMENCEMENT OF WORK. RELATED TO THE OWNER'S USE OF THE PROJECT. LIVING ROOM i L---- i KITCHEN W N 1h�--------- --- -- _ 7. REMOVE EXISTING GYPSUM BOARD 1/2 EXPANSION JOINT T I I I I I----- I I IF-1--r--r-1--1-- -T -1 CEILING ENTIRE FIRST FLOOR. EXIST.STEEL LOLLY AROUND COLUMN I1 I I I I I I I I I I CONTRACTOR TO PREPARE AREA TO COLUMN I I REMOVE EXIST.GYPSUM 1 r 1 Il I I I 1 I I I I I1 RECEIVE NEW GYPSUM BOARD CEILING. 1/2"x 12"X 12"STEEL REVISIONS I I BOARD LAYER ON ENTIRE -T-- l I I I I I I I I >� PLATE SHOP-WELDED I I I I I I �I I I I I ' EXIST.CONC.SLAB, TO COLUMN AND NO. DESCRIPTION DATE UP 4R I( FIRST FLOOR EXTERIOR I -� -- I I I WALLS, EXIST.2x4 STUDS o_IM I l I I CHOP OUT AS REQ'D BOLTED TO FOOTING II 1 1 1 1 1 1 1 II AND SHEATHING TO r�r 1\=rr�rs`- _ �^ �• + _'.I_J_J 1 ISSUED FOR PRICING 12/12/11 REMAIN,V.I.F. ri .�j I r � I �"'A T''n'I ---=— '"=""='"�.."=----- 4 ISSUED TO SOUTHOLD 12/22/11 ----------1� BUILDING DEPARTMENT jj �� I�• —�—/I/II 1y'� 'y� I II e II .II e. ° e EXIST.BILCO DOORS AND CONC. EXIST.CONC. FOOTING, 2 STAIRS TO BE REMOVED, PROVID DASH LINE TO INDICATE PARTIAL PREPARE AREA TO RECEIVE NEW ( )#5 DOWELS 3'-6" NEW CONCRETE FOOTING OR FULL WALL REMOVAL, DRILLED AND SET IN EPDXY ol CONTRACTOR TO V.I.F.TO FOUNDATION WALL AND FOOTING GROUT(4"IN 14"OUT) DETERMINE EXTENT OF DEOLITION,TYPICAL AT ALL I DEMOLITION PLAN EEXM RIO AND INTERIOR WALLS 3 DETAIL NEW BASEMENT FOOTING Ao Scale: 1/4" = 1'-0" Ao Scale: 1/2" = 1'-0" 2 A5 8'-0" 76'-6" 9" T-3" 38'-2"t EXISTING 14'-112' 21'-102" 1'-6" 1 11'-112' 1._6.. DASHED LINE 2x8 ACQ LEDGER BOARD DASHED LINE INDICATES INDICATES PORCH 3 LAG BOLTED W/1/2"LAG I PORCH DECK&STAIRS ABOVE DECK&STAIRS A5 BOLTS @ 24"O.C. -------- ------------------ ABOVE I I --------- ------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - __ I ------- I ( )2x12 ACQ BE, ABOVE I J I � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � I r I 12"0 POURED CONIC. I w I I I FOOTING, I I jLENGTD"MAX. HEIGHT � o M SONOTUBE FOOTING 3-0" I m I vNEW 8"x16" MIN. BELOW GRADE,I ¢ I < I z U PROVIDE PROVIDE#5 DOWELS I ao FLOOD 2.0.. I TYPICAL @ 2 C> I I j II I U @ 18"O.C.VERT.DRILLED IN I - -r - r "' - _ - _ VENT 1 o I x � EXIST.FOUND.AND SET IN I b 0o I w I +I W "�' EPDXY GROUT(4"IN/4"OUT) I � :. •'.• " I .- Q I I I — or � — I- - - - - - - - — o AS N ( 21'-22"2 ,_9„ NEW DOUBLE 3 1/2"0 STEEL 36ga I I N v I I LOLLY COLUMN SECURED TO NEW WH I I I I L - - - - - - - - - - - - - - - - - - - CONCRETE FOOTING,DEPTH OF I I _� I I I I FOOTING TO SLOPE FROM EXIST. I - CRAWL SPACE: e r-rteI FOOTING TO 8"DEEP I ? CD Li .• - - - - - - - - - - - - - - - - - - - -01i 2x8 ACQ D.J. 1 OIL I c 2"POURED I I I 16"O.C. I BORNE I � X _ CSI CONCRETE SLAB I I I ( I ( OVER 4 MIL.VAPOR 0 1 I I w I � F -) J Z I I I I o I EXISTING 3 2x8- EXIST.BE M_ _ _ EXIST.BEAM _EXIST.BEAM_ BARRIER OVER o I I LOWER FOUNDATION U) I I I N ¢ I I BEAM TO REMAIN "fie o + — I' I I COMPACTED FILL I WALL TO RECEIVE w - I I 1 I X q I I I L - J AO - © - M I_ - J I I EXIST. ` I I GARAGE DOOR, +I i— I I I I N w io I I NEW 8"x16"CONCRETE CHIMNEY :.' I TYPICAL @ 2 DOORS I I w o L=�—--J I I W/FLUE I PROVIDE NEW I I PROJECT TITLE: N I I I �m I DOWELSO@D18��O.C. I I BEAM POCKET N l I EXISTING UNFINISHED r — — I TO REMAIN I 5 I I 1 I I BASEMENT r — — 4-6" VERTICALLY DRILLED I I I I I I I Proposed Renovation for AS IN EXIST.FOUNDATION AND SET IN EPDXY _ I — NI UNEXCAVATED I I I Mele/Christiano I I r � _EW 2 9 1/4" � I LVL BEAM I TYPICAL SLAB: NEW 12"x12"CONCRETE PIERS; I DASHED LINE INDICATES GROUT(4"IN/4"OUT) I I -_I I 4"POURED CONCRETE SLAB W/ I w: - cJ • DEPTH TO REACH TOP OF EXIST. I ++ o EXISTING STAIRS ABOVE I r- o FOOTING, PROVIDE#5 DOWELS cn w _ I I EQUAL EQUAL I I OVER 6 MIL.VAPOR gq REINFORCING N Residence co co PROVIDE NEW BARRIER 00 I 18"O.C.VERTICALLY DRILLED 5 �, I „ L - w 1140 Dee hole Drive I a I @ BEAM POCKET NEW 3 1/2 0 STEEL I OVER COMPACTED FILL p I I IN EXIST.FOUNDATION AND SET I :. I I I I Mattituck NY 11952 LOLLY COLUMN M�� I I NOTE:CONCRETE SLAB IN 0 1 w ¢ I IN EPDXY GROUT(4"IN/4"OUT), I ...:' I cv ti � a I I SLOPE TOP OF PIER 1/4"PER I I " LL o I SECURED TO NEW I ''' I GARAGE TO BE 4,000 PSI U w I FOOT,PROVIDE CAULKED EDGE 2.0 oxo 24"x24"x12"d CONC. I N II I AT NEW TO EXIST.FOUNDATION I I "' I FOOTING I I I I PROJECT NO. 1001 I X I WALL INTERSECTION,V.I.F. �2 EXIST. 100AMP ELECTRICAL v I I I PANEL TO BE UPGRADED I— T — T — I- - - - - - - - - _j I I o DRAWN BY: NRN TO A 200AMP PANEL,V.I.F. I I I I 1. L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - -- — I I I SCALE: 114" - - - - - - - - - - - - - - - - - - - - - - - — 8"x16" I I I I DRAWING TITLE: - ------- - - - - - -- - - - - - - - - - - - - - - - - -� NEIP. EHSIDEVENT' 'r� I L_ - - - - - - - - - - - - - - - - - - - - - - - - - - J 12"0 POURED CONC.SONOTUBE 2x8 ACQ LEDGER BOARD EXIST.AWNING WINDOWS NIP.@EACH SIDE T-0"MIN.BELOW GRADE W/ LAG BOLTED W/1/2"LAG TO REMAIN,PROTECT AS . .... ..� ......• :... .:. ..:' ., .�.....,..:..:::. .: .' ;• : ::•.. .:.: . ':.:` 24"x24"x12"DEEP CONC. BOLTS @ 24"O.C. REQ'D,TYPICAL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - b� DEMOLITION PLAN, EXISTING CONIC.BLOCK UNDATION: NEW CONC.FOUNDATION WALL FOOTING,TYPICAL @ 4 ALL EXISTING FOUNDATION WALLS AND AT OWER HALF OF EXIST. PEN OPENING. GENERAL FOUNDATION NOTES: 23'-9" PROPOSED 2 PROPOSED FOUNDATION PLAN FOOTINGS TO REMAIN PROVIDE PROVIDEDOWELS IS 18" 1 LI O.C.VERTICALLY DRILLED IN EXIST. PLUMBING LSUB THAT ARE BELOW THE SB& FOUNDATION PLAN AO Scale: 1/4" - 1 1-0" FOUNDATION AND SET IN EPDXY COORDINATE REQUIRED INSPECTIONS PRIOR TO TYPICAL FOUNDATION: GROUT(4"IN/4"OUT), PROVIDE POURING THE CONCRETE SLAB. 8"POURED CONCRETE FOUNDATION WATERPROOFING MEMBRANE ON 2. G.C.&CONTRACTOR TO VERIFY EXISTING FIELD WALL W/2x4 KEYWAY AND CONTINUOUS DWG. NO. EXTERIOR WALL AS REQUIRED CONDITIONS PRIOR TO COMMENCEMENT OF WORK. 12"x 18"POURED CONCRETE FOOTING. 3. CONTRACTOR TO CHOP OUT EXISTING SLAB TO RECEIVE NEW FOOTING WITHIN BASEMENT SPACE, PATCH&REPAIR AS REQ'D. 4. CONTRACTOR TO PROVIDE ALL REQUIRED SLEEVES THROUGH NEW FOUNDATION AS REQ'D FOR UTILITIES. Fi 3 6-0" 6'-0" EQUAL EQUAL 3'-1' 5'-3" 1 2 Natalie Niemann, R.A. A5 Kirk Niemann, Designer 9 Q Q 26 Churchill Lane 1 9 Smithtown,New York 11787 (1z 15'-3" CEILING 16'-5" 01 7 .0 (631) 922-4041 51-011 (631) 748-4048 \\ i // I a FLAT 8'-0"H. CEILING X C5 04 natalie niemann@verizon.net CTI NEW kirk niemann@verizon.net CD DASHED LINE INDICATES -1 'V�[ FULL BATH 0 - - --- - -- --- - - --- - - - - LINE OF WALL BELOW AS 00 NEW _j VAULTED x < aU CEILING BEDROOM #1 -V COPYRIGHT02007 LU NEW OFFICE • ROOF BELOW — — — re- A)�C IE N 21'-62-1"±BEA ATTIC FLAT 8-0"H. SSI 1'-6" EQUAL EQUAL - El] NEW 44 NEW 4x4 ACCE 9 b WOOD POST Woop CE L NG SLOPE DECK I . _. ---I BEARING WALL CL. X: CO JOISTS 1/4"PER FT POSTi rill, 0 -4" NEW(2)11718"LVL RIDGE BEAM ABOVE 4 6' )z ROOF BELOW + 9 � W 0 CL. CL. ZN I.- (D NENO NEW UPPER 5 z 117-1 WOOD DECK C") C�I I / �L�'�-- I, I I THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT. CD T-54" Uj NEW(2)117/8"LVL ck� LU z Ile 2 12'-5" 04 IVAULTED THE ARCHITECT IS THE AUTHOR OF THESE DRAWINGS AND O TRANSFER BEAM z F_ !�! �R I CEILING =)ILU 0 RETAINS COPYRIGHT. THE OWNER SHALL BE PERMITTED TO N utj RETAIN COPIES OF THE THESE DRAWINGS FOR REFERENCE RELATED TO THE OWNER'S USE OF THE PROJECT. F_ FLAT 8'-0"H.:; CD 01'� CEILING q U- CD NEW 44 V z NEW WOOD POST 91m: 7 < tz BEDROOM #2 REVISIONS LU /5 LU U) 00 z X LU I-=! NO. DESCRIPTION DATE W co Z10 // j \\ I ISSUED FOR PRICING 12/12/11 VAULTED VAULTED CEILING CEILING 4 ISSUED TO SOUTHOLD 12/22/11 1-4 NEW Wool) NEW WOOD I BUILDING DEPARTMENT / WINDOWSEAT 17'-9" YINDOW SEAT 15'f102L" 3. 3. T-31' Q T-T!� 711-31" T-3 - - - - -- - - -- - -- - - - - - - - -- - - -- - - - 4 'A 4 4 -71"' 4'-72) 9"5� le V T-3" (4- 2) 6-11" e 7r Ir 38'-2" TO MATCH EX STING BELOW 4 PROPOSED SIECOND FLOOR PLAN 2 Al Scale: 1/4" = V-011 NV NOTE: NOTE: 7 7 EXIST. HEATING RADIATORS TO BE REFER TO EXTERIOR ELEVATIONS FOR NOTE: "0 PERMACAST REMOVED AND REPLACED WITH NEW PROPOSE"EXTERIOR LIGHT EXISTING 2x8 JOISTS @ 16"O.C.TO 10 HEATING SYSTEM AS SELECTED BY LOCATI;N;AND TYPES,U.O.N. REMAIN AND TO SUPPORT NEW SECOND 2 LOAD-BEARING COLUMN, HOMEOWNER.CONTRACTOR TO CONTRACTOR TO COORD. FIXTURE STORY. CONTRACTOR TO VERIFY ALL EXTERIOR OUTLETS \MyANUF. HB&G OR EQUAL, COORDINATE WITH HOMEOWNER TYPE TYPE AND EXACT LOCATION W1 OWNER. CONDITIONS OF EXISTING JOISTS,REPAIR ALL OUTLETS IN WET LOCATIONS TO BE GFCI MOUNTED 24" T P AND LOCATION OF NEW SYSTEM. AND/OR REPLACE AS NECESSARY. A5 r2 KITCHEN AND BATHROOMS TO B� A.Ff.,PROVIDE COVER Y14'-14" CAL @ 2 CONTRACTOR TO INSTALL NEW 2x8 GFCI MOUNTED 45"A.F.F. 01 2 SECOND FLOOR JOISTS SISTERED TO 10"0 PERMACAST 1 V-41 6'- 1 51-1 1 31--li" 111-111, 13'-71"+TO SEPTIC TANK EXISTING JOISTS @ ALL SECOND FLOOR LOAD-BEARING COLUMN, # T-O" 8'-0" (21 2 V-15" 2 FFL 11.2' 2- PROJECTIONS AS REQUIRED. MANUF. HB&G OR EQUAL, — — TYPICAL @ 4 a- of 0 Cp (3)2x10 BEAM ABOVE EXISTING 1,000 GAL. SEPTIC TANK PROVIDE(3)5"0 EXTERIOR D.1 V. b 01 'LIJ NEW WOOD 10 00 NEWCOVERED RECESSED DOWNLIGHTS WINDOW SEAT L uw� - x --- SPACED 60"O.C. IN PORCH > _(Eq C14 PORCH 0 SINK RANGE/ '--I �-5�� - CEILING 21'-1 1 CID 14'-5-21 1 7 6-4' IT 2-1 12'-2" OVEN 4'-9" 4 021" 2'1 1 2' V V-13'.) < +1 ,W CL6'-�- NEW I,- CU� co a IAI� DINING AREA FAN, CD 1. A5 z 7 6-12 2'-9" < < 6'-1 111-3" 5'-6" 1 V-6" 11"Lli"Lil" Cn NEW COUNTERS,CABINETS f Id Le e :�! \\/ P LL: CD x 57< CO NEW LIN. 2 11 C-4 1c,4 FFL 13.8' X _ :(��i N EW NEW LIJ AND APPLIANCES TO BE I REF. NEW 0 V PROVIDED BY OWNER KITCHEN = COVERED EN-rmx/ LAUNDRY 1. PORCH '41 0 @ ;H H. ,HALL5 1% SLOP E PORCH NEW 44 lzr NEW 4x4 CEILING,TYP ❑ -ICN FLAT 8'-0 10 A4 WOOD POST 21'-6111+BEAM SPAN 9 WOOD D 0 L 2 - JOISTS 1/4"PER F7 POSTS in THIS FLOOR co U) z Of 11101, C' FFL 11.1' BEARING WALL x W NEW(2)14"LVL 2ND FLOOR -1 j 6 UTILITY LIJ . 2x8 D.J.A- 7*17'1�_ = [±P 1 6 PROJECT TITLE: a 9 > FFL 13.8' BEAM ABOVE 00 �2 SINK UP < 0 16"O.C. x M11 -21 CLOSET 04 17'-92 5' 2. ti 4R C14 < CN C) 0 -. Proposed Renovation for X2 :H - FLAT 9�4'H. < c) C') UP PROVIDE 1/8"PER CEIL NG 9 LU NEW(2)117/8"LVL =2 3R FOOT SLAB PITCH M C14 5 TRANSFER BEAM LIVING '0 4)__ Mele/Christiano (9 NEW NOOK FOR T ROOM BUILT-IN PANTRY AS NEW 44 BEARING WAL L 0 10 �\-�! I A3 O Residence 01 el , . 4" 01- z 0 12'-3 .1 OD CLG CD 2- 0@j . WOOD POST P EXIST. '.+ 3'-7"' 2'-0 4'-6" STEPS NEW(2)14"LVL RIDGE BEAM ABOVE 1140 Deephole Drive U) �! " < FAN X < ' IBASEMENT C�04 LU 57 LU " I OW R' > CC:19 )) 0 CD I STAIRCASE CLG NEW Mattituck, NY 11952 M NEW WOOD V TO REMAIN <^\ FAN. < .1 C 2 Q WINDOW SEAT +1 12'-21 NEW 44 F MASTER 0z (0 ATTIC FOLDING NEW GARAGE NEW 44 P WOOD 0 ('9 LL: WOOD b LU x CO Cl_d� NEW DIRECT VENT FIREPLACE BEDROOM - co STAIR PROJECT NO. 1001 c� FANS LIJ NEW POST L - - - - 5/8"TYPE"X"GYPSUM POST MASTER C:) CD bo LO < f2 - (PROPANE GAS),CONTRACTOR d BOARD ON ALL WALLS& DRAWN BY: NRN TO COORD.POWER AND GAS C%j NEW FIRST TO SECOND 00 V BATH X j2 (aj CEILING IN GARAGE ONLY LINES W1 MANUR SPECS.,V.I.F. T-5' 1 FLOOR STAIRCASE, LANDING F e_ C14 AND RAILING SYSTEM 15'-1 0_2L'f± ed SCALE: 1/411 11.01V ❑Cl) UP ZI: 14R '21 DRAWING TITLE: TEMPERED 9'-3i"+,V.I.F.TO BE CENTERED _j EQUAL(D E Q U A L 4 - GLASS /4 7 01 PROPOSED FIRST ON VAULTED CEILING ABOVE AS 911 7f V-3' 191-3" 10'-741" 8'-343" AND SECOND ( 14'-7 -7 Ik 71-311 7 WZ±E`X- ISTING '2' ee2-3'-9" FLOOR PLANS DWG. NO. PROPOSED FIRST FLOOR PLAN Al Scale,: 1/4" - F-O" A,j�"' U it-LAI 15'-U"N :CE.IL�NG'l .Z:) IrEQUi i 3 2 y A3 Natalie Niemann, R.A. DASHED LINE INDICATES E F Kirk Niemann, Designer LINE OF WALL BELOW T"2 T2 26 Churchill Lane 8:12 2 Smithtown,New York 11787 F ---- -- VAULTED -� I L-7 — — -- ---- --- - ---- � (631) 922-4041 CEILING F BELOW I --- ----� o Q / (631) 748-4048 Cy natalie_niemann@verizon.net U_ j i I kirk_niemann@verizon.net / p8:12 8:12Q i 1 - o I COPYRIGHT©2007 IX °� �q — - - - -- - --- - - - -- -- AS FRID 0 66 o ti co Ile le JP�� EXIST.BRICK CHIMNEY TO I I ------- --- --- - ------ EXTEND 2'-0"HIGHER THAN I LOW ROOF co I MAIN ROOF RIDGE PROVIDE CRICKET AS REQUIRED I \�2 8:12 o 1 I I I I I I ROOF RIDGE I � ooGF THE ARCHITECT. ROOF RIDGE ROOF RIDGE WOOD DECK I ��` I THETHESARDCHIEICT IS THE AUTOR ONGS ARE THE THEOSE DRAWINGS AND I RETAINS COPYRIGHT. THE OWNER SHALL BE PERMITTED TO BELOW I OW OOF I RETAIN COPIES OF THE THESE DRAWINGS FOR REFERENCE RELATED TO THE OWNER'S USE OF THE PROJECT. HIHIGH ROOF G I GH I 66 o I ROOF RIDGE ROOF RIDGE I A3 REVISIONS N I l NO. DESCRIPTION DATE I I 7 c I CUPOLA PREFABRICATED- I I 1 ISSUED FOR PRICING 12/12/11 I I J h I I � I � 4 ISSUED TO SOUTHOLD 12/22/11 BUILDING DEPARTMENT LU LU I I I I �y � G9 9!!F P�� !!F I I I 812 0 8:12 I J 812 0 8:12 I i �'� oGF'Q,o9l� o o O - --- -- - -- - J �2� I � I I -- - -- -� F o o L - - — � i 8 - ---- - -- -- -- --� — -- L --- - -- --- --- - - ----J L-- - - I ----- -- ROOF CONSTRUCTION —— — — ——— —— — — — —— ——— ———— --- • ASPHALT ARCH.ROOF SHINGLES • 30 LB.WATERPROOF BUILDING PAPER E F • 314"CDX PLYWOOD SHEATHING I PROPOSED ROOF PLANT2 T2 2 WOOD RAFTERS-SEE SECTIONS • ALL VALLEY RAFTERS(2)2 x 10, U.O.N. • CONTINUOUS RIDGE VENT AT ALL A2 Scale: //4" = 1'-0" A4 ROOF RIDGES • FLASHING&COUNTERFLASHING AT ALL ROOF INTERSECTIONS WINDOW ELEVATIONS DOOR SCHEDULE WINDOW SCHEDULE 400 Series Tilt-Wash Windows PLYWOOD PANELS -PROVIDE 1x4 WOOD TRIM AROUND WINDOWS with Stormwatch® Protection ALTERNATE TO INSTALLING MANUFACTURER: TO BE SELECTED BY HOMEOWNER, U.O.N. MANUFACTURER: ANDERSEN WINDOWS STORMWATCH WINDOWS -DASHED LINE INDICATES 1/2 PLYWOOD HURRICANE PANELS SYMBOL QTY TYPE ROUGH OPENING WIDTH DOOR SIZE REMARKS SYMBOL QTY TYPE MIN.ROUGH OPENING SIZE UNIT(SASH)SIZE MANUR# REMARKS PLYWOOD PANEL SIZES 1 1 SWINGING 4-5112 x 6'-91/4 4-3' x 6-8 T-0"EXTERIOR DOOR W/1'-6"SIDELIGHT WITH A 2 DOUBLE 5'-2114' x 4'-9 318" 4'-11 114"x 4-8 7/8" TW2446-2 (2)2 x 4 W/1/2"PLYWOOD 6-6 x 6-3 7 r — — — —1 r—— — — 7 r- — — — — — — — - O " IMPACT-RESISTANT GLASS 0 " DOUBLE HUNG BETWEEN DOUBLE UNITS I I I I I I I ZO 2 SWINGING 2'-21/2"x 6-91/4" 2'-0"x 6'-8" © 1 DOUBLE HUNG 1'-9 518"x 3'-1 318" 1'-9 518"x 3'-0 718" TW18210 31-4"x 4'-7" I I I ( I I I ® I Q3 2 SWINGING 3'-2112"x 6-9114" T-0"x 6'-8" © 2 DOUBLE HUNG 2'-5 518"x T-1 318" 2'-5 518"x T-0 718" TW24210 4'-0"x 4'-7" I O I I © I I © I I O ® 1 SWINGING 3'-21/2"x6-91/4" 3-0 x6-8 1-HOUR FIRE RATED O 1 DOUBLE 5'-21/4"x T-1 318" 4'-11 114"x T-0 718" TW24210-2 (2)2 x 4 W/1/2"PLYWOOD 6'-6"x 4'-7" I I L — —— J L— — — — J L— — _ — — — — J Q5 8 SWINGING 2'-81/2"x 6-91/4" 2'-6"x 6'-8" DOUBLE HUNG BETWEEN DOUBLE UNITS I I TW18210 TW24210 TW24210-2 09 DOUBLE 6'-61/4"x 4'-9 3/8" 6'-31/4"x 4'-8 7/8" TW3046-2 (2)2 x 4 W/112"PLYWOOD 7'-10"x6'-3" L — — — —— — —J © - N 0 T USED - DOUBLE HUNG BETWEEN DOUBLE UNITS TW2446-2 Q7 4 SLIDING - 4-0"x 6'-8" OF 2 FIXED T-1"DIAMETER T-0"DIAMETER FR40 4'-4"x 4'-4" ® - NOT USED - © 2 FIXED 2'-6"DIAMETER 2'-5"DIAMETER CIR24 3'-4"x 3'-4" PROJECT TITLE: 9 - NOT USED - - QTEMPERED GLASS FOR WINDOW I I �- — — ——---I r- —— — I I Proposed Renovation for H 2 DOUBLE HUNG 2'-5 518"x 4'-9 318" 2'-5 518"x 4'-8 718" TW2446 4'-0"x 6'-3" NOT USED - UNIT AT BOTTOM OF STAIRS ( I I I 10 - - ANDERSEN STORMWATCH FBG5068 EXTERIOR I I I I I I I I Mele hristiano 11 2 GLIDING 5-0 x 6-7 3/4 4-11 1/4"x 6-7112 FRENCHWOOD DOUBLE PATIO DOORS WINDOW NOTES: HURRICANE PANEL NOTES: I I I ( I I • 1 - NOT USED - MEET I O I I I L - - -J I I Residence © OF 5.7 SQ.THESE ITSC EAR OPENABLE WIDTH OF020""IAND CLEAR IOPE ABLE HEIGHT OF 24'.. LATEST LATEOSTEADDIITION OF THE NY STATE BLDG CODES,SECTION 1609.E I I L_— — —— —I CIR24 I I 1140 Deephole Drive 13 - NOT USED - - I I FR40 I I „ WIND DESIGN PRESSURE FOR EXTERIOR WINDOWS,GLASS DOORS AND ANCHORING;PER -CONTRACTOR TO INCLUDE A PRICE COMPARISON FOR 112"PLYWOOD L — — — — — — — — — J L — — — —J Mattituck, NY 11952 14 2 OVERHEAD T.B.D. 8-0 x 8-0 GARAGE DOORS TO BE SELECTED BY OWNER N.Y.S.R.C.SECTION R613. EXTERIOR WINDOWS,GLASS DOORS AND ANCHORING SHALL PANELS W/#8 2112"SCREWS TO REPLACE THE STORMWATCH OPTION TW3046-2 TW2446 BE DESIGNED TO RESIST THE DESIGN WIND LOADS SPECIFIED IN TABLE R301.2(2)AND IS FOR ALL WINDOWS(SEE TABLE ABOVE FOR PANEL SIZES). PROJECT NO. 1001 TO BE ADJUSTED FOR HEIGHT AND EXPOSURE WITH TABLE R301.2(3).PER N.Y.S.R.C. SECTION R301. -FASTENERS SHALL BE SPACED 16"O.C.FOR PANEL SPANS UNDER 6'-0" AND SPACED 12"O.C.FOR PANELS SPANS 6'-0"OR GREATER. DRAWN BY: NRN SCALE: AS NOTED DRAWING TITLE: PROPOSED ROOF PLAN & SCHEDULES DWG. NO. .............. PREFABRICATED t. CUPOLA Natalie Niemann, R.A. Kirk Niemann, Designer 26 Churchill Lane ti Smithtown,New York 11787 ❑ ❑ ❑ o 0 0 © ❑ ❑ ❑ ❑ ® ❑ ❑ ❑ TOP OF NEW GARAGE RIDGE — (631) 922-4041 n (631) 748-4048 V-6"O ATTIC / VENT,TYP. natalie—niemann@verizon.net � 1/2"CDX PLYWOOD kirk—niemann@verizon.net 12 ' II ! 12 SHEATHING DASHED ARC INDICATES8 I -78 NEW EXTERIOR SOFFIT �1' NEW CEDAR PERFECTION COPYRIGHT©2007 LIGHT,TYP. ! I SHINGLES W/5.5" EXPOSURE,SHIM AS r� ! IfiT REQ'D TO ACHIEVE FLARE ` (E RC WOOD BLOCKING, TAPER AS REQ'D o BOTTOM OF NEW GARAGE CLG.JOISTS li LI I I I I I 1�, 0 �Q C%4X3163 — — I ! I 3., F FN . FOUNDATION WALL L THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT. N - THE ARCHITECT IS THE AUTHOR OF THESE DRAWINGS AND ZORETAINS COPYRIGHT. THE OWNER SHALL BE PERMITTED TO J TRIM OVER NEW GARAGE RETAIN COPIES OF THE THESE DRAWINGS FOR REFERENCE Q DOORS WITH 1x6 FRIEZE _ -.-_ _- DASHED CIRCLE RELATED TO THE OWNER'S USE OF THE PROJECT. � p BOARD OVER CROSSHEAD INDICATES NEW —I 1=1= _ =I = I �_ +I v TRIM AND BED MOLDING --' - - - EXTERIOR WALL - I �— N c~n AT THE CAP j SCONCE,TYP. — —I—I I— I —I � ( W REVISIONS r` X 14 .-� 14 11 TOP OF NEW FIRST FLOOR SUBFLOOR I ( NO. DESCRIPTION DATE (BEYOND) — — ..II `i�cr 1. 1 F7 F 1 ISSUED FOR PRICING 12/12/11 r TOP OF NEW CONCRETE SLAB(HP) 4 ISSUED TO SOUTHOLD 12/22/11 3 DETAIL NEW FLARED SKIRT BUILDING DEPARTMENT �°° L J i A3 FL - - - -- - -- - - - --LT- - - ------ - ---� - - � I Scale: 1if = 11_011 BOTTOM OF NEW FOOTING L_ -- T - - -- - - - - - - - - - - -- - - -- - - � - - J I I I I I I Fj-————————— — ——————— --- -17 L------------------------—-------------------------- 1 PROPOSED EAST ELEVATION A3 Scale: 1/4" = 1'-0" EXIST. BRICK CHIMNEY TO ASPHALT ARCH. EXTEND 2'-0"HIGHER THAN ROOF SHINGLES, 3 MAIN ROOF RIDGE PROVIDE TYP. CRICKET AS REQUIRED A5 TOP OF NEW RIDGE 1x6 OVER 1x12 12 I 12 TRIM BOARDS AT 2 8F— I I I 8 ALL GABLE ENDS, TYP. A5 I l II 1 III i If A5 1 1 ~ I 1 l i 11 11 TOP OF NEW GARAGE RIDGE _ 2`I L ASPHALT ARCH.ROOF I SHINGLE TO SLOPE I_- ! I I If I' I I I I BACK 8:12,TYP. C%00 12 12 8(— I �8 I - - - ll _� a i ! LL Q lj ! ® I I o < ! ! � � Mild- IL 0 UI=T J1 +I _LLL1I U1 11 UUL 1ILL LI I1LLL1j it j N SIN - - - ----- 1�1L 1 l I II N PROJECT TITLE. ! ll I i II TOP OF NEW 2ND FLOOR SUBFLOOR 'GARAGE CLG.JOISTS Proposed Renovation• • o BOTTOM OF NEW � if 1 for N - - Mele/Chrlstlano 1 z zResidence STOOL ABOVE APRON AT SILL AND © 1 © I I I I I OO I ! I - I LI 1 ¢ 0 1140 Deephole Drive 1x6 FRIEZE OVER CROSSHEAD O TRIM WITH BED MOLDING AT THE O O i I ! N 1952 � +, � Mattituck, Y 1 CAP,TYP.AT FIRST FLOOR,U.O.N. ! I 1. 00 X W PROJECT NO. 1001 \ III I I 1 TOP OF EXISTING FIRST FLOOR SUBFLOOR 1. ;;�� - DRAWN BY: KMN/NRN I I I I : I I I I I I I i I I I i I I I TOP OF NEW CONCRETE SLAB(HP) ' . N ca — SCALE: 1/4" - 1'-0" GRADE(VARIES) DASHED LINE INDICATES I 10"0 PERMACASTEXIST.AWNING WINDOWS DASHED CIRCLE INDICATES DRAWING TITLE: NEW FOUNDATION WALL I I I LOAD-BEARING COLUMN, TO REMAIN PROTECT AS NEW EXTERIOR WALL d� I � � � AND FOOTING I I MANUR HB&G OR EQUAL I I REQ'D,TYPICAL I SCONCE,TYP. =, PROPOSED NORTH IL �- - - - - - - - - - - - - - - - - - - - - - - - - - - - �____ -___ -T-===--- - � I I� AND EAST BOTTOM OF NEW FOOTING L — L----_-- —___- - - - - - - - - - - - - - - - 1 L - -1 DASHED LINES INDICATE — 7 L — Z I ELEVATIONS 12"0 POUREDCONC. BOTTOM OF EXIST.FOOTING L_ — � -- - - - - - - - - -- - - - - - SONOTUBE FOOTING, - - - - - - - ---- -- - ------ - - - -- - - -- - - TYPICAL DWG. NO. 2 DASHED LINES INDICATE STEP FOOTING, MAX.LENGTH, PROPOSED NORTH ELEVATION 2"POURED CONCRETE 1'-0"MAX.HEIGHTT TO ALIGN W/ SLAB AT CRAWL SPACE BOTTOM OF EXIST.FOOTING.NEW A3 Scale: 1/4" — F-0" CONC. FOUNDATION WALL INFILL _ i 1x6 OVER 1x12 TOP OF NEW RIDGETRIM BOARDS AT ALL GABLE ENDS, 0 TYP. Natalie Niemann, R.A. DASHED CIRCLE INDICATES NEW EXTERIOR WALL Kirk Niemann, Designer i SCONCE,TYP. I ! 26 Churchill Lane 12 U ' � 12 Smithtown,New York 11787 8F_ 8 0 0 0 © 0 13 0 0 0 0 0 0 0 0 0 ASPHALT ARCH.ROOF 1 ! (631) 922-4041 SHINGLE TO SLOPE 631 748-4048 M� BACK 8:12,TYP. I I I � ' LL11 11 Qi 11 ! i 111 ( ) +I natalie_niemann@verizon.net uiloo kirk niemann@verizon.net - - `- -- ✓ r.°"' 2..1t I STOOL ABOVE APRON AT -�TL j _ BED MOLDING AT COPYRIGHT©2007 SILL AND 1x8 FRIEZE OVER +I CROSSHEAD TRIM WITH BED ;,!_ O 11 O THE CAP �KE��R MOLDING AT THE CAP,TYP. ":'; 'C Lj AT SECOND FLOOR,U.O.N. - 1 FRIEZE BOARD \5 �PL1E 00 04 ga 1 ! ! CROSSHEAD TRIM ) TOP OF NEW 2ND FLOOR SUBFLOOR 0316V to CO Z 1 X_TRIM AT JAMBS c00 THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT. Z zO RETURNING BACK TO THE ARCHITECT IS THE AUTHOR OF THESE DRAWINGS AND Q H 11 EXTERIOR WALL RETAINS COPYRIGHT. THE OWNER SHALL BE PERMITTED TO 1 "0 PERMACAST QRETAIN COPIES OF THE THESE DRAWINGS FOR REFERENCE Z LOAD-BEARING COLUMN, O O I RELATED TO THE OWNER'S USE OF THE PROJECT. o MANUF.HB&G OR EQUALIF 11 111 L °° w REVISIONS STOOL ABOVE APRON _ TOP OF EXISTING FIRST FLOOR SUBFLOOR I = AT SILL AND n,v NO. DESCRIPTION DATE LL �J,"' 1 ISSUED FOR PRICING 12/12/11 (V GRADE(VARIES) ISSUED T SOUTHOLD 12/22/11 % BUILDING DEPARTMENT WOOD FRAME W/INSET WOOD ! I I WOOD FRAME W/INSET ti�� I I I I I I I WOOD PANEL PANEL AT UNDERSIDE OF :H DECK,TYP. FRONT PORCH ��,� j AND REAR FIRST J ST FLOOR DECK �--�-� �--�—� — _J LTJ TJ L — II , 1 , 1 T — I I I 7„ 2-112 7° 2-112 7„ I I I I I I —'—'J——— — — — —'—— — ——— — — — — — — BOTTOM OF EXIST,FOOTING AS 1 PROPOSED WEST ELEVATION 3 PROPOSED ENLARGED ELEVATION A4 Scale: 1/4" = 1'-0" A4 Scale: 3/4" = 1'-0" @ LIVING /DINING ROOM BOX-OUT/WDW SEATS 3 A5 TOP OF NEW MAIN RIDGE BEAM TOP OF REVERSE GABLE RIDGE BOARD 1x6 OVER 1x12 TRIM BOARDS AT ALL 2 GABLE ENDS,TYP. A5 ASPHALT ARCH. ROOF AS SHINGLE TO SLOPE oo, ! I BACK 8:12,TYP. TOP OF NEW GARAGE RIDGE LID I — 19k %I — ! !j j I I i BOTTOM OF NEW CEILING JOISTS o ,J, ! ! I I ! I za I O J +I I I I 4 I' ! I co OV Q N 1 1 PROJECT TITLE: TOP OF NEW 2ND FLOOR SUBFLOOR 1111 11 11141 1111 1 11 11 1 H 11 11 1 11 11 1 ;H Proposed Renovation for i ; I BOTTOM OF NEW GARAGE CLG JOISTCD S LL: IL Ad ll1 i = -- ! ! Mele/Christiano z II ! III ! z ' ! ! Residence coo I ! QLM 1140 Deephole Drive o z 0 LW111i'li1U111 W- 1 ! J1 o I ! 1 ul ILLUL CMattituck NY 11952 ! SOD j I I ! lll ll llli..11�Li co X 'I I W ! I' ! ! 1U1L111�J 11Lli I PROJECT NO I TOP OF EXISTING FIRST FLOOR SUBFLOOR ILI DRAWN BY: KMN/NRN If ! ! ! Ill ill 11 MI liffil M111 hil 11 ill ! I U111 11111 ! ED _ - TOP OF NEW CONCRETE SLAB(HP) �� _ .9 — — SCALE: 1/4 - 1 0 GRADE(VARIES)% _ DASHED CIRCLE NEW DIRECT VENT I I I I DRAWING TITLE: I I I EXIST.AWNING WINDOWS NEW 8"x16"FLOOD VENT, I I I I MIS INDICATES NEW FIREPLACE VENT TO REMAIN, PROTECT AS TYP.@ EACH SIDE EXTERIOR WALL TERMINAL,CONTRACTOR REQ'D,TYPICAL � v SCONCE,TYP. I W/MANUF.SPECS.,V.I.F. �_ _ __ _ _-- -_________� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PROPOSED SOUTH J - - - - - - - - J - - - - - - - - - - - - - - - - - - - - - - - - - - J BOTTOM OF NEW FOOTING ~�� ' i I I � r - - - - - - - - - AND WEST I I � F– _ � ELEVATIONS BOTTOM OF EXIST.FOOTING -- ----- - - - -- - -- - - _ - - - - - - - - -- - --- - - -- - --- -- - - --- - - r - ,- - DWG. NO. DASHED LINES INDICATE 2 PROPOSED SOUTH ELEVATION 2"POURED CONCRETE SLAB AT CRAWL SPACE A4 Scale: 1/4" = 1'-0" Natalie Niemann, R.A. Kirk Niemann, Designer 26 Churchill Lane Smithtown,New York 11787 ROOF CONSTRUCTION ® v ® o o m o © ® o ® a o -ASPHALT ARCH.ROOF SHINGLES -30 LB.WATERPROOF BUILDING PAPER 631 922-4041 -1/2"CDX PLYWOOD SHEATHING 2x8 RIDGE BOARD ( ) TOP OF NEW GARAGE RIDGE -2x10 RAFTERS @ 16"O.C. (631) 748-4048 -CONTINUOUS RIDGE VENT 2x4 COLLAR TIES @ 48"O.C. natalie_niemann@verizon.net TOP OF NEW LOW RIDGE WALL CONSTRUCTION kirk_niemann@verizon.net 12 I 12 -CEDAR PERFECTION SHINGLES W/5.5"EXP. -30 LB.WATERPROOF BUILDING PAPER MCO 8 118 FASCIA l SOFFIT CONSTRUCTION 8 12 12 -1/2"CDX PLYWOOD SHEATHING F x10 ALUMINUM WRAPPED FASCIA ROOF CONSTRUCTION � 8 -2x4 STUDS @ 16"O.C. COPYRIGHT©2007 '_ -ASPHALT ARCH. ROOF SHINGLES -BATT INSULATION(R-15) -VINYL SOFFIT(PERFORATED) _ �PdEO AAL. NEW ATTIC -ALUMINUM GUTTER(PITCH TO LEADERS) �I�O -30 LB.WATERPROOF BUILDING -1/2"GYPSUM BOARD 5'C 1.1E N/ yj NEW(2)11 7/8" '; PAPER NEW ATTIC x\ F'/�♦9 �� LVL RIDGE BEAM I I SPACE °O -1/2"CDX PLYWOOD SHEATHING SPACE 2x8 CEILING JOISTS @ 16"O.C. � TOP OF NEW KNEE WALL I I CEILING CONSTRUCTION -2x8 RAFTERS @ 16"O.C. HIDDEN LINE " 2x4 KNEE WALL FASCIA/SOFFIT CONSTRUCTION 1 NEW 4x4 WOOD � I 1 -3/4"T&G PLYWOOD SUBFLOOR -METAL FLASHING @ ROOFNVALL INDICATES 8'-0" � POST BEYOND 2x4 KNEE WALL -1'_1-�+ -11 7/8"TJI 560 PRO FLOOR JOISTS 16"O.C. INTERSECTION,TYPICAL CEILING BEYOND @ 16"O.C. -1x10 ALUMINUM WRAPPED FASCIA -VINYL SOFFIT(PERFORATED) @ 16"O.C. -BATT INSULATION(R-19) -ALUMINUM GUTTER(PITCH TO LEADERS) O� 0 r. +I Cn -5/8"TYPE"X"GYPSUM BOARD CEILING BOTTOM OF CEILING JOISTS r {y��;k . ntiv, ,i ,, tk;��y�_ . r ,, iy, ti +1 �O C) BOTTOM OF NEW GARAGE CLG.JOISTS 'r�� 1X12 TRIM BOARD,TYPICAL (3)2x10 BEAM&TRIM,PROVIDE BLOCKING N o� 6 - AROUND BEAM AS NECESSARY TO ALIGN V I I WALL CONSTRUCTION - H W/CONTINUOUS ADJACENT TRIM BOARD THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT. -CEDAR PERFECTION SHINGLES W/5.5"EXPOSURE 0 THE ARCHITECT IS THE AUTHOR OF THESE DRAWINGS AND j -30 LB.WATERPROOF BUILDING PAPER FLOOR CONSTRUCTION W RETAINS COPYRIGHT. THE OWNER SHALL BE PERMITTED TO CEILING CONSTRUCTION zC I I -1/2"CDX PLYWOOD SHEATHING = cD z i NEW GARAGE 71N 0 -3/4"T&G PLYWOOD SUBFLOOR RELATED TO THE OWNER'S USE OF THE PROJECT. p " I I -2x4 STUDS @ 16"O.C. -2x8 FLOOR JOISTS @ 16"O.C. NEW z NEW OPEN -2x8 FLOOR JOISTS @ 16"O.C. Q 5/8 TYPE X GYPSUM I I -BATT INSULATION(R-15) M -BATT INSULATION(R-19) w p 3 BOARD ON ALL WALLS& -1/2"GYPSUM BOARD,U.O.N. MASTER � ENTRY BEYOND -BATT INSULATION(R-19) -1/2 GYPSUM BOARD CEILING +, REVISIONS Nov A3 CEILING IN GARAGE ONLY i i 3 BATHROOM o FLARED SKIRT CONDITION NE (2)91/4" 10"0 PERMACAST i� I I -CONTINUOUS BLOCKING AS A3 LVL BEAM LOAD-BEARING COLUMN, NO. DESCRIPTION DATE W I I REQ'D TO ACHIEVE A 4"HORIZ. SLOPE PORCH FLOOR = MANUF.HB&G OR EQUAL TOP OF NEW FIRST FLOOR SUBFLOOR TOP OF NEW FIRST FLOOR SUBFLOOR JOISTS 1/4"PER FT �I� (BEYOND) — I I PROJECTION,TYPICAL — — r` 1 ISSUED FOR PRICING 12/12/11 � l n'Y ^' ; 1� -' y •` 4 2/22/11 TOP OF NEW CONCRETE SLAB(HP) GRADE(VARIES) Vll TOP OF GRADE _ `-�oO� ISSUED TO SOUTHOLD 1 ' � M. c _ NEW 3 1/2"0 STEEL LOLLY > - > GRADE(VARIES) BUILDING DEPARTMENT - .�- ♦ .� , 6V. III=III-III- _ EXISTING I 11=1 11=1 11=1 • I I 1-1 11=1 11=1 11=1 I I-1 11=1 11=1 11=1 I=1T�1 11=1 11=1 11=1 11=1 I I-1 I I-1 � . - - - I I I � =! =— �. --=_ L L I • : III—III I z -III-I III—I I I f COLUMN BEYOND SECURED I=1 I I—III-1 I I III—I�I 11=1 11=1 11=I�I 11=1 I f=17-1 f III-1 ff=_III -1 I I-1 11=1T= 1Tf=1Tl=1 I-1 I I —I i='' I I I z 1 1 1 1 =1 I I OPENING f p T=iTj�—_ I I TO NEW 24"x24"x12"d CONC. �— ��TI1=1_1 f=1 I I li I I I ULI III BEYOND 1=11 "' III—I 11=1 I I-1 f=1 I N ° r II I I I I FOOTING o PORCH CONSTRUCTION CONCRETE SLAB CONSTRUCTION T �m_T L I FOUNDATION CONSTRUCTION Q a I M I I -5/4 x 4 T&G MAHOGONY WOOD DECKING -4"POURED CONCRETE SLAB WITH --- I -2x6 ACQ SILL PLATE > �__ I L J -2x8 ACQ DECK JOISTS 16"O.C., BOTTOM OF NEW FOOTING -6X6 10/10 WWM REINFORCING OVER ____J I -COPPER TERMITE SHIELD, PROVIDE SEALANT u' BOTTOM OF NEW FOOTING I I e° -6 MIL.VAPOR BARRIER OVER — — I I i I I L_ —J PROVIDE METAL JOIST HANGERS I I -5/8"0 ANCHOR BOLTS I I -COMPACTED FILL I -8"CONCRETE FOUNDATION WALL I I -G 2x12 ACQ BEAM I -PROVIDE 2'-0"PERIMETER RIGID INSULATION I CRAWL SPACE CONSTRUCTION -GALVANIZED METAL BEAM CONNECTOR " -2x4 KEYWAY L_ _ _ J -12"OJ POURED CONC.SONOTUBE FOOTING ----------------------------------------------LI -2"POURED CONCRETE SLAB NT. 12"x 18"CONC.FOOTING. FOUNDATION CONSTRUCTION OVER 4 MIL.VAPOR BARRIER OVER L------- ------------------______________________ _I COMPACTED FILL,PROVIDE 1/2" -2x6 ACQ SILL PLATE 1 SECTION THRU PROPOSED GARAGE EXPANSION JOINTS AS REQUIRED 2 SECTION THRU PROPOSED ENTRY -COPPER 8 0 ANCHOR OLTSIELD,PROVIDE SEALANT AS Scale: 1/4" - F-011 NEW CONC. FOUNDATION WALL INFILL A5 �� - �- �i -8"CONCRETE FOUNDATION WALL AT LOWER HALF OF EXIST.OPENING. Scale: 1/4 - 1 O -2x4 KEYWAY PROVIDE PROVIDE#5 DOWELS @ 18" -CONT. 12"x 18"CONC. FOOTING. O.C.VERTICALLY DRILLED IN EXIST. FOUNDATION AND SET IN EPDXY GROUT(4"IN/4"OUT), PROVIDE WATERPROOFING MEMBRANE ON NEW(2)11 7/8" ROOF CONSTRUCTION EXTERIOR WALL AS REQUIRED LVL RIDGE BEAM -ASPHALT ARCH.ROOF SHINGLES TOP OF NEW MAIN RIDGE BEAM -30 LB.WATERPROOF BUILDING PAPER - NEW 44 WOOD -1/2"CDX PLYWOOD SHEATHING POST BEYOND -2x10 RAFTERS @ 16"O.C. RAFTERS @ 16"O.C. LOOKOUT 2x10 J L — 12 8 -CONTINUOUS RIDGE VENT 12 �r I -OPEN CELL SPRAY FOAM INSULATION(R-38) 8F_ / -1/2"GYPSUM BOARD I I I II LOOKOUT 2x10 RAFTERS @ 16"O.C. I II NEW(2) 11 7/8"LVL c;,�� 1'-11 2"t TRANSFER BEAM — — NEW 44 WOOD BEYOND r POSTS BEYOND 1'-12' N W( 117/8" VL B YO I N I E I I WALL CONSTRUCTION NEW 44 WOOD -CEDAR PERFECTION SHINGLES W/5.5 UPPER DECK CONSTRUCTION POST 3 I I EXPOSURE -1x4 WOOD DECKING A3 " �I I I -30 LB.WATERPROOF BUILDING PAPER -2x8 ACQ DECK JOISTS @ 16"O.C., N SIM. I I -1/2"CDX PLYWOOD SHEATHING PROVIDE METAL JOIST HANGERS FLOOR CONSTRUCTION -2x4 STUDS @ 16"O.C. -3/4"T&G PLYWOOD SUBFLOOR -'� I I I I -BATT INSULATION(R-15) -2x8 EXIST. FLOOR JOISTS TOP OF NEW 2ND FLOOR SUBFLOOR I -1/2"GYPSUM BOARD N W OFFICE (2)2x12 BEAM&TRIM, -1/2"GYPSUM BOARD CEILING PROJECT TITLE: SPACE PROVIDE BLOCKING AROUND FLARED SKIRT CONDITION BEAM AS NECESSARY TOALIGN W/ pro osed Renovation for x _ NTINUOUS FLOOR CONSTRUCTION �- -CONTINUOUS BLOCKING AS ' 3 ~ > REQ'D TO ACHIEVE A�4"HORIZ. I 2-04 o ADJACENT TRIM BOARD p -3/4 T&G PLYWOOD SUBFLOOR z z PROJECTION,TYPICAL N W( 117/8" VL I I Ak -2x8 FLOOR JOISTS @ 16"O.C.(NEW nC M NEW(2)11 7/8"LVL ele Christ�ano OZ __ _ 10 0 PERMACAST Residence p p U z v TOP O INEW 2ND FLOOR SUBFLOOR • � � � ¢ BYO E 4x O D � ¢ 2x8 FLOOR JOISTS SISTERED TO — COVERED TRANSFER BEAM Q o III ME EXIST.JOISTS @ PROJECTION ONLY) LOAD-BEARING COLUMN, NEW 44 WOOD LU MANUF. HB&G OR EQUAL PORCH p EXI ING I I I I N -1/2"GYPSUM BOARD CEILING 2x6 JOISTS @ 12"O.C.W/ (13)TREADS POST +1 v xCID O I I I I L` 3l4"PLI`VVOOD PLATFORM 14 RISERS 2x8 ACQ LEDGER BOARD SLOPE TOP OF PIER 1/4 PER 1140 Deephole Drive U) LUI LU > +1 SECURE',D TO 2x4 @ 12" Mattituck NY 11952 co X of LAG BOLTED W/1/2"LAG FOOT,PROVIDE CAULKED EDGE W I I I EXIST.WALL CONSTRUCTION � �b00 O.C.WALL BELOW -NEW CEDAR PERFECTION 1 BOLTS @ 24"O.C. AT NEW TO EXIST. FOUNDATION TOP OF EXIST.FIRST FLOOR SUBFLOOR I I I I SHINGLES W/5.5"EXPOSURE C° NEW WALL INTERSECTION PROJECT NO. 1001 1 -NEW 30 LB.WATERPROOFp 2x6 LEDGER,TYP. KITCH. NClo I BUILDING PAPER +I = a (2)2x6 - DRAWN BY: KMN/NRN -EXIST. 1/2 CDX PLYWOOD 00 GRADE(VARIES)— I I I I I � TOP OF STAIR LANDING �`� TRIMMER +I '_` _ _ _ SHEATHING _ ' I I i - - - oo +1 — — � - _ �- -1 - 111= EXISTING 2x8 FLOOR 1=1 I 1=1 I1=J I- -EXIST.2x4 STUDS @ 16"O.C. �bN N > " SCALE: 1/4"' = 1 -0�� FLARED SKIRT CONDITION ��II I1-1I EXISTING I I I JOISTS&SUBFLOOR I I1=111=111=1 (R-1 } _ 2x6 KICK °' EXIST.2x8 FLOOR JOISTS AND _ _ -III I-III-I -��' -NEW BATT INSULATION5 TOP OF EXIST.FIRST FLOOR SUBFLOOR ----- -CONTINUOUS BLOCKING AS I-I I UNFINISHED I ( I I TO REMAIN III=1' NEW 1/2"GYPSUM BOARD PLATE III=III=III=1 -1 SUBFLOOR TO REMAIN LL I I—I — — �- ------------ PORCH CONSTRUCTION I =�I=ITI=III=III DRAWING TITLE: REQ'D TO ACHIEVE A 4"HORIZ. - -I I1=1 I 1=1 I FE BASEMENT I I I I -1x4 WOOD DECKING I I II=III=III NEW 12"x12"CONCRETE PIER; > PROJECTION,TYPICAL 3 EXISTING BEAM, EXIST.FLOOR JOISTS, I z EXIST. EXIST.V.I.F. p -2x8 ACQ DECK JOISTS 16"O.C., I I I iI DEPTH TO REACH TOP OF EXIST. COLUMN&FOOTING SUBFLOOR&TRIMMERS �- �° I I i A3 I I ( TO REMAIN TO REMAIN,VERIFY � = Q BASEMENT PROVIDE METAL JOIST HANGERS FOOTING c� I- > -(2)2x12 ACQ BEAM PROPOSED BUILDING LOCATION&CONDITION -GALV.METAL BEAM CONNECTOR L — -j EXIST.CONC.BLOCKFOUN'D. EXISTING CONC. BLOCK z w FOUNDATION WALL AND o U) -12"0 POURED CONC.SONOTUBE WALL AND FOOTING TO REMAIN SECTIONS & DETAILS LJ EXIST.BEAM& 1;:a BOTTOM OF EXIST.FOOTING — FOOTING TO REMAIN NOTES: z w w m T-0"MIN. BELOW GRADE W/ #5 DOWELS @ 18"O.C. L — J a = COL.TO REMAIN VERT,DRILLED IN EXIST. EXISTING CONC. NEW 12x12 PIERS 1. FINISHES TO BE SELECTED BY OWNER 24 x24 x12 DEEP CONIC.FOOTING, FOUND.AND SET IN EPDXY SLAB TO REMAIN BEYOND 2. STAIRS TO BE SLIP-RESISTANT TYPICAL @ 4 GROUT(4"IN/4"OUT) DWG. NO. 3. PROVIDE 1"NOSING 3 SECTION THRU PROPOSED LOFT SPACE 4 DETAIL NEW STAIRS r5 DETAIL @ PORCH / UPPER DECK A5 Scale: 1/4" = 1'-0" �'S Scale: 1/4" = 1'-0" AS Scale: 1/4" = 1'-0"