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�o4*pf$0101 Town of Southold * * P.O. Box 1179 � 53095 Main Rd �o Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46578 Date: 10/14/2025 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 6315 Indian Neck Ln Peconic, NY 11958 r Sec/Block/Lot.- 86.-6-20 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 11/09/2020 Pursuant to which Building Permit No. 45812 and dated: 02/12/2021 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Additions and alterations including a front deck to an existing single-family dwelling as applied for. The certificate is issued to: Barry Root Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 45812 12/12/2022 PLUMBERS CERTIFICATION: th ze Si ature �SUF TOWN OF SOUTHOLD moo aye. BUILDING DEPARTMENT z TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 45812 Date: 2/12/2021 Permission is hereby granted to: Root, Barry 16 Horse Hollow Rd Lattington, NY 11560 construct additions and alterations to existing single-family dwelling as applied for per Trustees approval. At premises located at: 6315 Indian Neck Ln, Peconic SCTM #473889 Sec/Block/Lot# 86.-6-20 Pursuant to application dated 11/9/2020 and approved by the Building Inspector. To expire on 8/1412022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $326.00 CO-ADDITION TO DWELLING $50.00 Total: $376.00 Builds ector pF SOl 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlin(�D-town.southold.ny.us Southold,NY 11971-0959 Q�yCOUffN'�,�a BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Barry Root Address: 6315 Indian Neck Ln city:Peconic st: NY zip: 11958 Building Permit#: 45812 Section: 86 Block: 6 Lot: 20 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Schumann Electric License No: 4301 ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures 3 Smoke Detectors Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 15 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Ceiling Fan Combo Smoke/CO 2 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 6 4'LED Exit Fixtures Sump Pump Other Equipment: Mini Split, Car Charger Notes: Carport Converted to Living Space Inspector Signature: Date: December 12, 2022 S.Devlin-Cert Electrical Compliance Form Tiderunner Engineering & Design, P.C. ` 7 Ridgewood St Bay Shore,NY 11706 (63 0-839-4824 November 1,2022 Building Inspector Town of Southold 53095 Main Road Southold,NY 11751 Re: Construction Certification Root Residence 63 IS Indian Neck Lane,Peconic,New York Dear Sir or Madam: I have visited the site and reviewed the construction documents to determine the compliance of the construction with the approved plans and the 2020 NYS Residential Building Code. Based on my review,I find that the foundation,rough framing,strapping and insulation were installed as per the approved plan and in compliance with Code. If you have questions please feel free to call ,OF NEWJY Sincere o`S SCH{yg90 n Louis 77006 Schwartz,P.E. ���� FESSIO�P 3 a`,`ti f'{"'7t✓^^� �_�r.,`,j. F_ .�.,� rya N 0 V 1 8 2022 P} - 73Y�,'.r D-1 �fso 0 UTyO # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [Z UNDATION 1ST [ ] ROUGH PLBG. [ OUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] - FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O �- REMARKS: , oz 12VAZ DATE '? 'LD INSPECTOR �aOF SOUIyo Z # # -TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] :INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL ] FIREPLACE & CHIMNEY [ ] FIRE- SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: D17 Ct 0 _ 0.u. - ClL�/`/ Cjok DATE I Z�Ii INSPECTOR I- laso Lt,96�(Z, /ktv4" Netc� f * TOWN OF SOUTHOLD BUILDING DEPT. courm, 631-765-1802 '. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: AV-&6 L-1 'V DATE INSPECTOR .. ` SOUTyO� L4 S &.,1 Z 3 r 5 jNrN N� # # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm��' 631.765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: �Nl2, i�, L�V. v3"I' ab Lie 9-01 cs �„� i e��j . ",\ "/<,2 /c-0 r-om baa ;!L DATE INSPECTOR �a SO(/ly # * TOWN OF SOUTHOLD BUILDING DEPT. • ,X 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]' RENTAL REMARKS: lo-1 .q go DATE INSPECTOR OF SOl/T,��� TOWN OF SOUTHOLD BUILDING DEPT. °ycou 631-765-1802 'INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] . I NALATIOWCAULKING [ ] FRAMING /STRAPPING [ FIL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: co M-V DATE i INSPECTOR • y` • l �o-/a 9- 1 mod,,S w ♦ i Ak .� 5 J r,F ?i y� a '�' � �' �:x;, '" �, ^'_" .r , . w �, �...-' �'�` _ .., ♦�, � - d��+' :� � Z r � �. _ �� �� i,,. F ... ,k .. � . � � �._� �:� .� �� Y ., i� � �� '� � �'�► , �°�� � i �„ r •3w �� .- , � r -- �. . ,.- �,^ �,�. �, .,;. �,�. ,,. r. ' �y"'r ' r^ - �►�""� - A §� � , � � � � � . . . ,�\ : 2� . . � % . \� . � � `^ �\�� � � ~§ , � ` / �. . y . » : : � � �. � � � > . . ► \ �� , / ` . ». . � � . . . :�z ,�. .% \ � 2 � � \ : �� / ■ �» ^� »z� « \� . < � , ��,. . . » � . � � � , . g ��y < . �;�| � � /�X� © � , � � \� � � � � . , . � . � �©. § . � . . . © � : ? � : ` � � 2 # I.-ALMOKIII-110-P-to 0 4. -�. - - •fir-'. F: �+�IY Yt +Y • 1ATIQN • 1 • B P WIT i . • 1 . o r • FW Ma F I�1 An KIP WE Imw NOW r � o CQn. TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 Telephone(631)765-1802 Fax (631)765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only -3 PERMIT NO. l Building Inspector: ector: t N 0 V 9 2020 � ,�Appitcat�ons°and�fprms must be fitIed out to't entrrerys"lncomplr to appl�cat�ons wi(I not be accepted s'Where the Appl�eant is Ott awner,an Owner's Authonzattan form4{Page }shay be completed 2 q"^ (� a ..1 .+.E.d� Date: f�(d V- g 072_0 }} 'R Name: SCTM#1000 Physical Address: Jf.�5..I.l__V6r . Phone#rc SLR ��� 'Soil�.�Sl� 1 M.�"� Email a.Ciscniov'ieo @ acr coves ^ Mailing Address: &315 l/V/�/A%t/ ��' Mailing Address: Phone#:�1(�•(Oaj�`5�/ /(o r'�'�1�� Email: GtCtSL7v7 iv12 �GCS ✓ C C.c7/�'I r ;'k y u s g'� s d a. v s s b,�S1GNtP'itt?�E�Slt}NAi,���VFt?R�VI;p�TION �� ���� Name: i;Tp G d S � . .....__. _._. .__.. ..... .__.. _... _ _.. _._ Mailing Address: �Q. 6 � Phone#:C63 /x Email: c ACA" s( , C�ca,h CaNTRACTfif3R INFCIRM`ATION � '' r � � �� Name Mailing Address: Phone#: Email: Poff,%#r{�P�OIi. ,S!..E. DC-.4A©ESCR y+5 1 UC Q 5T JO9 El New Structure XAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ "00E7 Will the lot be re-graded? ❑Yes^Vo Will excess fill be removed from premises? ❑Yes ❑No 1 -77-77 F .PROPERT1f,IIVFORMATION Existing use of property: J� �f Intended use of property 11 C Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? _❑Yes No IF YES, PROVIDE A COPY. 'ch6ck ox A r�R�adi�tg �Thesawnerjcoptractorjdesign professianai is resppnsible for al(d6in'"age andsi�rm waterissues a3 provide`!by Chapter 23b of the town Code APPLICATION IS HEREBY MAOEto the Sujldmg Department for the ssuance ofi a Budding Permit pursuant to the Bu idmg,Zone Ordinance a£tftefTowra of Satithald,Suffotk,Caanty,New YdYk and other apphcabte Laws;Ordfnerices or Regulations,.for the canstructio afjbuiklmgs, atldltians,afteration5 qi for removal or demoUtion'as herein eiescribed The apPleeant agrees to coinpiY with all applicafe laws;ordinances,building code, housing,code and regulations and to admit authprizetl inspe4tors on premises and in building(sj foi necessary Inspections Palse statements made herein are _. punishable as a Class A misdemeanor ursuant to Section 21d5 of the New York State Penal Law n p Y Application Submitted By(pr' t ame): 60vye (5 ❑Authorized Agent Owner Signature of Applicant Date 9 STATE OF NEW YORK) L COUNTY OF '5Ct ) o being duly sworn,deposes and says that(s)he is the applicant (Name of indivi 1 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/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of U`It b 20 o G tit G' �— ✓vt. r Notary Public REBECCA A LUCAK PROPEL OWNER AUTHORIZATI ary Public-State of New York No.01 L116386882 (Where the applicant is not the owner) Qualified in Suffolk County My Commission Expires Feb.04,2023 I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 � ."g11oe rv♦ ;_ ...., !\!@�f°0v v/e/vfrrl „ .:. \!e@P@v@v v{efe,/, ,, "\FCe for// "e.o rr•`�0 1"Ca.e♦ f/'. p1 e,<e•1 {0 r fe 1 le 11f1 Illel •�Of!@ IPirp, �01 f NII -` .' .1i1f tf'li x ���kfl�..k z;E�4�+TC�tD.�„'T�.,..e:.......-..S'ss,,.�.r..��..�4..<�.:!�.�.:'�.,<�'!,l.-:,'tzl�.:.0 2S....�" ��•,..x.>.. 'h...l'''�4�.,Sh..k...<�.,, 'sk 4�' «�..ti,..e.:!,.'�T .lv.,zqr �. <f,�..?.^,n,,.M,�.3 .�.� fi c, BOARD OF SOUTHOLD TOWN TRUSTEES }" SOUTHOLD,NEW YORK 'f ' Y PERMIT NO.9706 DATE: SEPTEMBER 16,2020 ' & ISSUED TO: BARRY ROOT ' PROPERTY ADDRESS: 6315 INDIAN NECK LANE,PECONIC 5 SCTM# 1000-86-6-20 AUTHORIZATION ' - Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in 2020 Y 11oea accordance with the Resolution of the Board of Trustees adopted at the meeting held on September 16, , and in consideration of application fee in the sum of$250.00 paid by Barry Root and subject to the Terms and ;y19@a Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: z► � :e: Wetland Permit to enclose area under existing carport to do the following: create a new entry and expand existing 6'x9'41/4" mudroom to 6'x12'10"and create new 12' S1/Z"x 20' 9%" home office all under the footprint of the existing carport; and to add an 18'4"x5'5"deck for the new , e entry; and as depicted on the site plan prepared by Press Start received on March 6,2020 and . r stamped approved on September 16,2020. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of the 16`j'day of September,2020. uFF6 �. y Og � a G h Al@olpea kid r; S e � lelel�" �yelf � �,.Ifvlir m ,v J��(_ u'V.wii$'�5iii.�"VY h�` "f6.�i'i`^'v3"i4.e.;i: d` `�.ki�'�'�.i'�:..�e ^.c�36o�'w;.uY w.•S" -�"S"�"i'YS+s�,a�i`" -:�:,.�k." �t ,. ,'"'SF..i'��'237'Y`4',;5 Ss.C.a ...fig ,,.a�\ �:". ��dp{eP l@y Vey"`°ifTEn.• '.`:is�:e{4 @N11�r ,5•. r�iee! 61@1;�9r� F: �ee1{ 1@0'"w ,'•i+:ee�y �IH:� `QieN N11i"r - ---_a�{�f/{ QN;i� - .....!._?:... ..... ::. �..:ee Ho:d r ,. !w♦{i♦Nu F: ..::w4:..� •�.... �:..:.:::• :e♦:: .i• ar� TERMS AND CONDITIONS The Permittee Barry Root,residing at 6315 Indian Neck Lane,Peconic,New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will,at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a(period of 24 months,which is considered to be the estimated time required to complete the work involved, but should circumstances warrant,request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized,or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required,upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. That the said Board will be notified by the Permittee of the completion of the work authorized. 9. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. 10. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Glenn Goldsmith,President. `�Q�s®UT� Town Hall Annex A.Nicholas Krupski,Vice President h��` ®�® 54375 Route 25 P.O.Box 1179 Eric Sepenoski [ Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631)765-6641� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 2028C Date: May 4, 2023 THIS CERTIFIES that the enclosed area under existing carport did the following: create a new entry and expand existing 6'x9'4'/4" mudroom to 6'x12'10"and create new 12' 5%2"x 20' 93/4"home office all under the footprint of the existing carport• and to add an 18'4"x5'5"deck for the new entry; At 6315 Indian Neck Lane, Peconic .Suffolk County Tax Map#1000-86-6-20 Conforms to the application for a Trustees Permit heretofore filed in this office Dated March 6,2020 pursuant to which Trustees Wetland Permit#9706 Dated September 16,2020,was issued and conforms to all the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the enclosed area under existing carport did the following: create a new entry and expand existing 6'x9'4'/4"mudroom to 6'x12'10"and create new 12' 5`/2"x 20' 9'/4" home office all under the footprint of the existing carport and to add an 18'4"x5'5"deck for the new entry• The certificate is issued to Barry Root owner of t aforesaid property. L di" Authorized Signature f� p .,i 0CT 1 0 2025 B1,111ding T)-rarfinent NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY @ Stony Brook,5o circle Rood,Stony Brook,NY 11790 P:(631)444-03651 F:(631)444-0360 www.dec.ny.gov LETTER OF NO JURISDICTION TIDAL WETLANDS ACT January 21,2020 Barry Root 6315 Indian Neck Lane Peconic,NY 11958 Re: NYSDEC# 1-4738-04031100006 Root Property,6315 Indian Neck Ln.,Peconic SCTM# 1000-86-6-20 Dear Applicant; Based on the information you submitted,the New York State Department of Environmental Conservation has determined that the portion of the above property landward of the functional bulkhead and stone rip rap greater than 100 feet in length,as shown on the survey prepared by John T.Metzger, last revised 3/28/19,which was constructed prior to August 20, 1977,as evidenced on Tidal Wetlands Map# 714-544 and by historic aerial photos,is beyond the jurisdiction of the Article 25 Tidal Wetlands Act. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations(6NYCRR Part 661),no permit is required to conduct regulated activities landward of that bulkhead and that stone rip rap.Your check# 397 for$200 is attached since application fees do not apply to jurisdictional determinations. Be advised,no construction,sedimentation,or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary,as indicated above,without a permit.It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project(i.e. a 15'wide construction area)or erecting a temporary fence,barrier,or hale bay berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, f Kevin Kispert Permit Administrator cc: NYSDEC-MI.1P NEWYOTV Departmental U�oR°UNIn Environmental Conservation �O�QS�FfO(�`oGy BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Hx Town Hall Annex - 54375 Main Road - PO Box 1179 o • Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(a-)-southoldtownny.gov — seand@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: /Z z Company Name: —2 Electrician's Name: F64. License No.: Elec. email: Elec. Phone No: _ E2[I request an email copy of Certificate of Compliance Elec. Address.: pb Ify 119pl JOB SITE INFORMATION (All Information Required) Name: V /00T Address: /s Gv� Cross Street: G✓o a>j G N Phone No.: (o g _ -�-> /G/ Bldg.Permit#: 5-8'IZ . email: Tax Map District: 1000 Se ion: Block: Lot: �p BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Z,1®1-1V,4 ,e F/45 a/c- 1D/1 r 'Tp l7e/V Square Footage: Sp. Circle All That Apply: Is job ready for inspection?: ❑ YES ® NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect[—]Flood Reconnect❑Service Reconnect❑Underg round❑Overhead # Underground Laterals 0 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 2�•2� O�OSVFfp��.COG BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD o Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr a southoldtownny.gov - seand(a_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 2� Company Name: e,�/ Electrician's Name: �,yc. _ 6-1 , ,vci �2 License No.: r Elec. email: Elec. Phone No: ICI request an email copy of Certificate of Compliance Elec. Address.: )RO .5�,-0 E l9Q/ JOB SITE INFORMATION (All Information Required) Name: �- Address: Cross Street: /Vo V 7,> Z Phone No.: j 6, 9 _ Bldg.Permit#: J2 email: Tax Map District: 1000 Se ion: Block: Lot: �O BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): -Square Footage: 1c/50. -11 Circle All That Apply: Is job ready for inspection?: ❑ YES ® NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) �. Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New service[:]Fire Reconnect[:]Flood Reconnect[-]Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? D Y N Additional Information: PAYMENT DUE WITH APPLICATION < ` 2V.2� 4005-15 Jv PERMIT#, Address: Switches Outlets I G F I's' Surface Sconces l i� H H's UC.i_ts Fans ,:Fridge,,...,.. , _ ,H:W . t Exhaust . Oven W/D_ .... Smokes... .' ... .. DVV IVlini k Carbon M�ero Generator" W _._,. {) v, hi Crr:mbo C4oktop Transfer ' z ..n. AC.: AM Hood 3 , Amps Have.. Used . Special Comments: I ta. f V a -------------------- n , t£ f. w r . NYSDEc#1-473e-04031/00004 SURVEY OF PROPERTY AT INDIAN NECK' TOWN OF SOUTHOLP SUFFOLK COUNTY, N.Y. 1006-66-06=20 °°Dr Ric D SCALE: 1'=40' CREEK MAY 21,2012 ,TUNE 19, 2012 (CROSSECTION) ALK, J0,20Y2 UQOVT1gNSl ' SEPT.Jl,Me hNalar) I • DOCK Ij (ALONG TIE uNEI N85 38'533 E ce a auto ,Top `_- WOOD t Ova actrr„€AGs Ova 91. a'c � TE an rE/ `�1D FLooD r Sl DATA °'�� Etlao sr�e srrr1CIvEO_�` ZONE AL- LOT AREA 75,289 sq.11. /EL 61 LOT COVERAGE s HOUSE 1JQ11ZONE X ATTACHED GARAGE J7 �iL PATIO Lsc Ot+uYSAtEi 1 ' GARAGE �09 rq%1 stT t tta a STOOPS TRpgf GRAY TOTAL En,rm 2jOD sgJl. 2100173289- 2.BY. AT COAeLEnON OF CONCTRUCTION sal— I ST PAT, � � HOUSE i CARPORT 224'sq./l. � .f32 N Q D. PATIO. 925 sq.11. UOSIING �' / yTV-� CARA y DECKLE _40489.11.g 1ST:RtAUE a..' -"af TOTAL Y!N„(1'. END STKDE (► m 11J7 FE1.1t r C4 z yI lr a 8� � 2 0 4 oarrsAa O RAJ RL#VLV'F CONTAIVMENT �1i f Q 10 HOUSE,CARPORT L PATIO J/7J rq.11. / ' rESt HOLE J/7J/92�7I2.6 VF 9 eu//. CnNC•r.• c•{-'au.r •�'V, PROV1Df J-OWs 6'I P 5j V.." GARAGL tat s'� LOT AREA PER D.E.C. 45,175sq.1 - —►.- ----- --- _ vaci LOrCM%V?AaE TOTAL EMTM&W&9A - 1 I ar �is. Tb z � In O c 41r. ED It # O.H.W. , CpTCO O.EC 'K f Pate • I b �.O.H.W. POLL rE Ia1w. F � i;i;�. 6 •^,1 I 4l I CO h Pao. VON. GAIN 156•60• °"D� Ems(�••f�ry''"� as c 1 576'56�0.w R�AD yqF L h�L)j 1' N01AN FLOOD ZONES/'ROM FIRM 1 ' 36103C0162H 9/25/09 i y� J ANY AL TERA nod.OR ADOI nON'TO THIS SURVEY!S A KOLA nON .Y.S L1C. NO. 49618 OF SECnON 720 OF TNf NEW YORK STATE EDUCA77ON LAW. EC `a. RS, CEPT AS PER SECTION 7209-SU90I WOM 2 ALL CERTTF/CAn P.C.PvS (631) 765-5020 FAX P.C. 765-1797 HEREON ARE VALID FOR THIS IMP AND COPIES 7HEREOF ONLY/F P.O. BOX 909 SAID MAP OR CANES BEAR THE IMPRESSED SEAL OF THE SURVEYOR m MONUNENT NNOSE SIGNATURE APPEARS HEREON 12 ET SOUTIIO0 I TRAVELER $1 N.Y. 11RE RE 1 D-165 %T% . DOCK 57 ss* (ALONG.TIE LINE) MHWM: '2833'F N85'3030!E. 33.00.;: 5349� COR.{3LKD ` 1.1'E . . WOOD dt PVC:.BU�yED. (q(pyG nEhf) 9'•4Q'. TOP BANK. STONE STEPS END 6LK .. NN711 END FE 0.2'E. 0.4'E. EL10.0' . GRILL PIT.'. J WOOD.. OPENINGi-.. o 'DECK. R/P STONE WALK FE COR: �,, 1 6.w WIRE X X STONE PAT10. FEN. X FEINT. ? WOOD 37.6'WELL U cu ;37:0 x / 1.1'W f• NDER HSE, y1gU( CE uNOER: Z + o0 2 STY FR. 28.4 X. .� 6:4• yam' (� I. OUT. HOUSE �.. I D�s�. C9 SHOWER FP. L END STKDE. 1 1.7 3.1' � X MINT.' Q FE1.1'E X 28x4 375• 5:2' PQ N: 7 28: ' W R/O. .: �. 9. \a !� AREA OF . PORCH DECK M w EXISTING.SEPTIC c� CP. 10 g 0 .. 5 GATE t o �U/G TIMBER LINED p� O PROPANE STONE'WALK CONC.de FR.TANK -. TEST HOLE+ 9� 0 CP. GARAGE EL9.3' p �� 20.1 Vh p ME. y 6.0' . O y NVELL a. go LV �� O. N104 O MEND. ' Vie'" 0 M4'w OiH•W GQ� } 2 END H.W. .W POLELi 3 7EST HOLE DATA W $IXpE BY McDONALD GEOSCIENCE O FE0.2'E. O APRIL 14 2012 O O.H.W . POLE 1— a�r oARrr BROW Lour a m � as' BROW SfLTY SAND SY FE:END 2' . O.4'w 3 I O. :. BROW AND PALE SWW FINE To calm _ •� D.1.2' a1' WELL UNDER HSE, WATER rN PAr£BROW FINE m.eovne% e z 1a' 2 j �,. �P Q�OP o i 393' g6• , 576.56��0"W R oA'D a�9 NEGK- INS: IAN r .. .. S - - Concerning: Root Residence 6315 Indian Neck Lane Peconic 11.18.22 Please find attached a letter from Lou Schwartz, engineer, and a set of the drawings for the addition at the Root residence. I submit these at his request as required for the issuance of the CO for this project, Fti �' !� L - Thank you, NOV 1 8 2022 Joan Chambers t; i Deg ;.'DPP . ^n *pF SO�r�Q�o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1 179 CA) • Q Southold,NY 1 1971-0959 'Q �y'00UNTi,� BUILDING DEPARTMENT January 31 St, 2024 TOWN OF SOUTHOLD Barry Root 1 6315 Indian Neck Ln Peconic, NY 11958 NOTE: Trustees Certificate of Compliance needed to issue CO. TO WHOM IT CONCERN: The items marked below are required to obtain your Certificate of Occupancy Chapter 236, Soil stabilization required.b Electrical Certificate. Final Inspection by the Building Inspector (631-765-1802) Plumbers Solder Certificate or Pex Affidavit X Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Final Survey with Suffolk County Health Dept. Approval. Energy Test Results and Manuals J & S are required. Final elevation certificate from surveyor. Framing Certification from a NYS licensed architect or Engineer Placard required. BUILDING PERMIT: 45812-z additions/alterations Generated by REScheck-Web Software C�J( Compliance Certificate Project Root Addition Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 63315 Indian Neck Lane Peconic,NY 11935 • a e ILIA-trade-off Compliance: 15.3%Better Than Code Maximum UA: 98 Your UA: 83 Maximum SHGC: 0.40 Your SHGC: 0.26 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling: Flat Ceiling or Scissor Truss 305 38.0 1.5 0.029 9 Wall:Wood Frame, 16"o.c. 589 30.0 1.0 0.046 20 Door:Glass Door(over 50%glazing) 20 0.270 5 SHGC: 0.24 Door 1:Glass Door(over 50%glazing) 20 0.270 5 SHGC: 0.24 Window:Vinyl Frame 40 0.300 12 SHGC: 0.27 Window 1:Vinyl Frame 40 0.300 12 SHGC: 0.27 Window 2:Vinyl Frame 20 0.310 6 SHGC: 0.24 Window 3:Vinyl Frame 20 0.310 6 SHGC:0.24 Floor:All-Wood joist/Truss 305 38.0 1.0 0.026 8 Compliance Statement. The proposed building design described here is consistent with the building tans,specifications,and other calculations submitted with the permit application.The proposed building has b9Jh designed to me he 2018 IECC requirements in REScheck Versio REScheck-Web nd to comply with the mandatory equire is li dint R check Inspection Checklist. ��*,S Name-Title 01tu Date _ S S"W4 (fir � oJ\ Project Title: Root Addition e�� _' Report date: 01/28/21 Data filename: F®gyp ram' ' Pagel of 1 i SURVEY OF PROPERTY AREA= 1.7284 ACRES to tie lines AT INDIAN NECK 1 TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. F PILINGS 1000-86-06-20 E SCALE: 1'=40' MAY 21,2012 Docx R I r HMOlVD JANUARY 29, 2019 G REEK i DOCK f S�2+�SSaF (ALONG TIE LINE) MHWM. 633• N85'38'53"E 33.000S'5:?3'4ga COR.BLKD. 64401VG F WOOD be PVC. Bu�HE,40 nE L7i1,E.J 91 4Q' TOP BA/yK STONE STEPS END BLK . END FE 0.2'E. 0.4'E. EL.10.0', GRILL PI-' J WOOD OPENING b DECKNf R/pRAp t STONE WALK EL8.8' FE.COR. f # 1.8'W W WI X X ST01YE PATIO FEN.N. 37.6 FEINT. WELL UNDER HSE WOOD ED 37.0' x / 1.1'W WALK CE UNDER OUT. a 2 STY.FR. 28.4 X U. 6.4' y� W END STKDE. SHOWER HOUSE 2Np I FEINT. _ FF=11.7' 3.1'(0 FLR. `x 1.6'W FE 1.1'E. x 2 .4 37.5' 5.2'i,P�N Q `° 2'8.7' v Q Q Z PORCH ARE A OF DECK Prj 4 EXISTING SEPTIC O, o 5' GATE �/�o CAB Cd Ad rn `U/G TIMM'? LINED Q PROPANE STONEWALK % � CONC.&FR.TANK NEST H�'F' 0 9� O CP. GARAGE EI-9.3' 20.1' 0 �y a OLE N F 6.0' J WELL �` U 0 Q O 2 I La ` `. lotW a Q LU 4 CID. j O N O m Z N FE.END 3 0.1'E Cr 0.4V O G� (Z O.H.W. GP H POLE Q} I END STKDE rj 3 TEST HOLE DATA LV £ O BY MCDONALD GEOSC/ENCE O FIE-OXE. APRIL 14 2012 _ O.H.W. POLE _ MAX 0.r DARK BROW LOAM OL I Ix BROW sre.Tr SAND sM MEND 2 0.4'W ^ 3 BROW AND PALE BROW RN£70 COARSE SAND SW I Ei.f.?' 61' r, • W � W WELL UNDER HSE WATER IN PALE BROW nNE 70 COARSE SAND SW 0 2 ` � 13' I ` Q� WELL Q� �C I o 6W 393' 156.60. Ey1y2 d-Fy�3.2 S76.56-10"W ROAD fi 4 NEGK INpIAN �p„15.2 VIEW The location of wells and cesspools shown hereon are from field observations and or from data obtained from others. I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTFON OF SUBSURFACE SEWAGE OF DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the , - '�� ' permit to construct. ELEVA TIONS REFERENCED TO NA.V.D. '88 ANY AL7F"RA710N OR ADDl710N TO THIS SURVEY IS A VIOLATION Zw�."�>::� LTC. NO. 49618 OF SEC77ON 7209 OF 7HE NEW YORK STATE EDUCA77ON LAW. EXCEPT AS PER,SEC77ON 7209—SUBDIVISION 2. ALL CER77FICA77ONS PECONlCf`SURYEY4RSr P.C. HEREON ARE VAUD SAID MAP OR COPIES OBEAR/THE IMPRESSED COPIESS MAP AND SEALOFETHE SURVEYOR OF ONLY F (63�)+`765 ,3t72X (631) 765-1797 WHOSE SIGNATURE APPEARS HEREON. P.O. B�dX 909 - M = MONUNENT 1230 MA VELER STREET SOUTHOLD, N.Y. 11971 10-165 OCCUPANCY OR COMPLY WITH ALL CODES OF USE IS UNLAWFUL NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF ELECTRICAL WITHOUT CERTIFICATE T 44SPECTION REQUIRED OF OCCUPANCY —`9efltH6 T% PPPWMA 0RD SOUTlaO!D TOWN TRUSTEES N.Y.S.DEC RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. EXISTING LIVING ROOM -`NO CHANGLS EXIST. 5"x5" STEEL COL. ON 16"x16" CONC. PIER W/ 4-#4 REBAR VERT. 24"x24"00" CONC. FTG. W/ #5 REBAR @ 6"OC - NO CHANGESLl -- LINE OF 2ND FL. BALCONY ABOVE -'NO CHANGES-- LOWER EXIST. FENCE TO 30" TALL--- APPROVED AS NOTED �a— — - \- -- ---• —------ -------------------- --- r ADD PAVERS OR' � DATE: :24- B.P.# CONC. SLAB TO. . FEE: '� `l /C� BY EXI T. EL R STAIRS - O .HAN ES THIS AREA - LEVEL . „L1L1 _ W/ TOP'OF STAIR NOTIFY BUILDING DEPART-M NT AT . DOWN FOUNDATION 765-1802 -&AM TO 4 PM FOR THE 3 DD AN RAI O C DE (� FOLLOWING INSPECTIONS: - 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE ---- =-- — NEW 8'-0"x5'-0" SLID. WINDOW j_3/4"x11-1/2" cn 2. ROUGH - FRAMVC x PLUMBING 2- 1-3/4"x11-1/2" LVL HEADER U) LVL HEADER TYP. 3. INSULATION F] 4. FINAL - .CONSTF " N MUST BE COMPLETi= ' . 3 � �, i LL ALL CONSTRUCTI'.N :;TALI_ MEET THE z v REQUIREMENTS OF THE CODES OF NEW 1Lr� m � 1 YORK STATE. NOT RESPONSIBLE FOR o F DESIGN OR CONSTRUCTION ERRORS. w Z = NEW 2X8 FRAMED WALL W/ R-30 BATT INSUL. Blower door SIDING TO MATCH AT EXT. and ductwork �H 1/2" GYP. BD. @ INT. testing required. REMOVE WINDOW J EXIST. 1X6 CEDAR T&G @ CEILING & CEILING/2ND FL. FRAMING TO REMAIN OJ�O� EXISTING 2ND FL. FRAMING ABOVE IS �} 2X10 @ 16" OC W/ R-30 INSULATION z ' cc I O OPEN TO OFFICE NOTE: NEW FINISHED FLOOR @ OFFICE TO p ALIGN W/ EXIST. FINISHED FLOOR @ ENTRY. O SET TOP OF NEW FOUNDATION ACCORDINGLY cc � I .Z 4 w Uj o W W rIN X EXIST. DINING ROOM O0 o +6� � 8'-0"x5'-0" SLID. WINDOW LL !p 2- 1-3/4"x11-1/2" LVL HEADER I NEW 8" WALL TO ALIGN W/ EXIST. ROOF OVERHANG —J rco NEW ENTRY DECK EXIST. SLID. GL. DOOR i 5/4 X 6 CEDAR DECKING BENCH z O PLANTER z N zLL EXIST. DECK >_C) NOTE 12.7.20 REVISED /'7 . 2 O REVISIONS d AS PER INSTRUCTIONS FROM SOUTHOLD BLD. DEPT. PROPOSED FLOOR PLAN- R BTWEN ENTRY S EXIST.1. DIN.E RM.E &HAS BEEN 1/4" = 1 Oar 1 2.8.1 7 REMOVED 2. EXISTING 2ND FLOOR ABOVE OFFICE AREA IS NOTED AS 2X10 JOISTS W/ R-30 INSULATION. ROOT REsfblE_CE 6315 INDIAN NECK LANE , PECONIC N.Y. V SCTM# 1000-86-06-20 ZONE R-40 1.79 ACRES rT I /sue J i2r �y 7ZO06 4 SIC1�, ROOT RESIDENCE 6315 INDIAN NECK LANE PECONIC N.Y. EXISTING: SINGLE FAMILY RESIDENCE SCTM# 1000-86-06-20 EXISTING LIVING ROOM-NO CHANGES ZONE R-40 1.79 ACRES EXISTING LIVING ROOM-NO CHANGES PROPOSED: EXIST.5•x5'STEEL COL.ON 16•06'CONC PIER W/4-#4 REBAR VERT. EXIST.5'x5'STEEL COL.ON 16'xlV'CONC.PIER W/4-#4 REBAR VERT. ENCLOSE EXISTING CARPORT (WITH EXIST. 2ND 24'x24•00•CONIC.FTG.W/95 REBAR @ 6-OC 24'x24'x10'CONIC.FTG W/#5 REBAR @ 6'00-NO CHANGES I FL. OVER) TO CREATE NEW HOME OFFICE SPACE EXIST.WOODEN HALF WALL LINE OF 2ND FL.BALCONY ABOVE- NO CHANGES LOWER EXIST.FENCE TO 30"TALL �� I IE%IST.POUR.CONIC.WALL 6 FTG.-NO CHANGES EXIST.3-,-3/4•x7-,/2•LVL UNDER BALCONY ABOVE - ` -------------------- ATTACHED TO EXIST. SINGLE FAMILY RESIDENCE. "PAVrRS --------------- -- I ____ ___-- EXTEND EXISTING ENTRY AND ADD NEW STOOP -------------- L��I CONC.SLAB T � I THIS AREA- EL EXI T ELL R S AIR - O HA ES I I EXI T. L R S Alq - O HA ES W/TOP OF STAIR EX T. ON S EPS TO CEL R 1 1 w D WN I FOUNDATIOJ I I 1w] r x I I Q EXISTING PROPOSED DO Avl RAI - o c of I _ o}s`e• - L-- CARPORT 290 SQ.FT. m I I ----- ---- --- I -- J-- ----- 1 10 OFFICE 287 SQ.FT. w NENY 8'-O'x5'-0'SLID WINDOW r -- ENTRY/MUORM 47 SQ.FT. 65 SQ.FT. Ex15T.WOODEN HALF WALL H ( I ; 1-3/4"x11-1/2� O I n I EXIST POUR.CONIC. ALL 6 FTG.-NO CHANGES I '• I w U STOOP ——————————————— I 2- 1-3/1'x11-1/2"LVL HEADER LVL HEADER TYP 4 J Q. T. 100 SQ.FT. EXIST.3-1-3/4'x11.7/8'LVL UNDER WALL ABOVE I n V I I I , I `o _ ' O I I I I NEW MASONRY FOUNDATION WALL ON 16'x8'— 3 Z F 1 1 w I POURED CONC.FTG. NOTE.N�wE Qma�FINISHED FLOOR 0 OFFICETO E%IST,FL JOISTS ABOVE ALIGN W EXIST.FINISHED FLOOR 0 ENTRY. SET TOP OF NEW FOUNDATION ACCORONGLV-2-1-3/4-4-1/2-2-i-3/49-1/2'LVL @ 16.OC NE-2X8 FRAMD WALL W/11-SO BATT INSUL. T SIDING TO MATCH AT ExT,EXISTING COVERED CARPOR 1/2'•GYP.BD @ INT NDOW E%15T 1x6 CEDAR T&G @CEILING& REMOVE WI C __J I I O IIIIII •y•".• IIIIII F EILING/2ND FL FRAMING TO REMAIN ' _4;r r''-1,�;.,.•�.5.�xr^. I¢ O I I m O �� � x` IWI w m I " ' GENERAL NOTES F + II Mlg •• w H 1. All work shall conform to the requirements of the Residental Code of New York W I oo / State, County and Town Department Regulations, Utility Company requirements and EXIST.3-1-3/4-x11-7/8•LVL UNDER WALL ABOVE I I O OPEN TO OFFICE N07E NEW FINSHED FLOOR @ OFFICE TO J 2 I 13 I best trade practises. -------- EXIST. L ALIGN W/EXIST FINISHED FLOOR @ENTRY. - -----ZJ 4 t1 I I� / �+-il MUDRM. 5ETr TOP OF NEW FOUNDATION ACCORDINGLY u s 2. Before commencing work the Contractor shall file all documents required by the I o Building Department, pay all fees required by local agencies and obtain all required I I wl 2X10 FLOOR JOISTS® is oc ., I permits. w'o I _ ? _ I I ,con 3 I I Iw I 3. The Contractor shall visit the site and verify all dimensions and the existing J ,z conditions affecting tha work prior to construction. Any discrepancies which would o N I w I I I I o o I "I �" I I interfere with the satisfactory completetion of the work described herein shall be cD N o I w I I I x a 94 I 9q •• I reported to the architect or property owner. Do not start work until such conditions EXIST DINING ROOM I I ILL o I I I NEW a'MASO RV FOUNDATION WALL ON 16k8' ( I have been examined and a course of action mutually agreed upon. Failure to notify SLID WINDOW o a I POURED CO FTG. Exlsr.DINING Roots Sr �• LL I J I L- I I the owner or architect of unsatisfactory conditions will be construed as an acceptance x ;� 2- 1-3/0'.11_112 LVL HEADER w o I - .., - - --- - ----- I �,I ---—I --- ---------- I of the conditions to Property perform the required work. m �- --- --- ----- „"�" >/ I w I 4. All work is to conform to the drawings and specifications of the architect and ____________ J -- ---__---=--------------� - - --- --- - -- - - ------- ------- - I r- -- engineer consultants. —————— 2X 12 ACO LEDGER BOLTED TO MASONRY W/2-,/2'EPO%Y COATED EXIST.WOOD FRAMED LINE OF EXIST,ROOF OVERHANG NEW 8"WAALL TO ALIGIJ W/EXIST ROOF OVERHANG I I SCREWS W/ANCHORS @ 16'OC MIN. I 6. The Con11 timactor is t0 maintain a complete and up to date set of plans on the job site at ell times STOOP @ENTRY NEW ENTRY DECK $N I 6. The drawings are not to be scaled under any circumstances. I I ILL MASONRY BLOCK @ ANCHOR LOCATIONS s//A x 6 CEDAR DECKING J I I 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures '�O 2x 12 ACO DECK GIRDER ANCHORED TO 10'DIA.PIERS I including storage and toilet facililies,protection of existing work to remain,access to EXIST SLID GL.DOOR ' EXIST.SLID.GL.DOOR x ON 18'DIA POUR.CONC.FTGS.MIN 3'-0'BELOW GRADE u t- -,/ work area, hours of permitted work,availability of water and electric power and all other conditions and restrictions for this particular location In order to execute the work In a careful and orderl manner with the least Y possible disturbance to the public. ZLINE OF NEW ENTRY DECK 8. The Contractor shall make the neccesary arrangements to utilities and services 22 temporarily disconnected while performing the work as required. FLAMER 1'_0" EQUAL EQUAL EOULL— �'_0" 9. The Contractor shall provide all dimensions and cut-outs for Other trades. .. 10. The Contractor shall provide proper shoring and bracing for all remaining structure prior to removal of existing structure. EXIST.DECK > 11. Plumbing, electrical, HVAC and similar work shall be performed by licensed EXIST.DECK w e persons who shall arrange for and obtain all required Inspections.The General Y EXISTING FIRST FLOOR PLAN PROPOSED FLOOR PLAN PROPOSED FOUP'IDATION PLAN Contractor shoe be responsible for scheduling all other inspections as required. 12. The Contractor Is solely responsible for construction safety and shall hold the 1/4" = 1'-0" 11.30.17 - 1/4" = V-0" 12.8.17 1/4" V-0" 12.8.17 owner and architect harmless from litigation arising out of the Contractor's failure to Xprovide construction safety means and methods. CONSTRUCTION NOTES I. All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade. 2. Poured concrete shall have a minimum psi of 2800 at 28 days unless noted. 3. Sill plates shall be preserved, treated wood and be installed above a 16 oz.r copper termite sheild. 4. Shingle siding shalt conform to ASTM D 3679 and be Installed in accordance with the New York State Building Code and manufacturers specifications. 5. Pilings shall be Installed by a licensed contractor to a depth and bearing agreed upon by an engineer and certificates shall be issued slating same. 6. Unless otherwise noted all framing and structural wood components shall be #2 or better Douglas Fir. 7. All framing techniques and methods shall be as prescriptive design based on AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM) or as specified in R301.2.1.1 -- --- -__ --__-___-_ 8. All building envelope components shall comply with Chapter 6 of the Energy - -------------------_ - ---- Conservation Code of the State of New York. 9. Ftreblocking shall be provided in all wood framed construction In accordance ____ - ---------- with NYS Code R 602.8 to form an effective fire barrier between stories and - - ___.._-_._____-_-_ _- ____- between the top story and roof space, 10. Protective panels shall be provided for glazed openings in accordance with -- NYS code R301.2.1.2 if they are required. ---------- - -- EXIST.2ND FL.ROOF-NO CHANGES -'-"-'-"--""- .-- _--:_--- -- —EXIST-2ND FL ROOF NO CHANGES _ All portions of the new structure are designed to comply with local geographic ---------------- and climatic criteria as stated in the following table. ------------- - ---- - -- ------ - —= GEOGRAPHIC & CLIMATE DESIGN CRITERIA ----- -- GROUND SNOW LOAD 45 ps1 WIND SPEED 130 MPH _ SEISMIC DESIGN CATATGORY g _ - WEATHERING SEVERE _...-------_-------- -----...._------- - -_..._....-..._. - - -------------------------------------------------- 36* NEW FRAMED WALL UNCER EDGE OF ROOF OVERHANG FROST LINE DEPTH ------------ ---- ------- ----------------------------- - -- -- THREAT_____._ _ _ -_-__ TERMITE MODERATE TO HEAVY - EXIST.2ND FL.FRAMING-NO CHANGES - DECAY SLIGHT TO MODERATE --------- - WINTER DESIGN TEMPERATURE 11 ------'------- - --- --------------------- ...------ - - ---------- - D HAZARD CEDAR T&G SIDING TO MAATCH EXIST...x AS NOTED —------ '" EXIST.OVERHANG OF 2ND FL.ROOF ___ - _. ._—_—_..._-.._.._._.. TYVEK HOUSE WRAP - ------ - -- --- --- 3'-0-x6'- ---- NEIW 8'-6'x5' SLID WINDOW ----------------- 1/2-PLYWO SHEATHING _......-_.---._.__.—__ _ ..___- 2X8 0 18'OC WALL FRAMING '—"- -- OPEN CARPORT ----�--------- �----- FULL E -- ELEVATIONS, SECTION NOTES - ---- R-30 BATT INSUL EXIST.S I1 GL.DR ---_- ------------'---- EXIST.SLID L.DR. — _ EXIST.HALF WALL BEYOND STAIRS— --'—'—'-""--"'---" NO C ANGES "-'"--- -'"' ""- —' ADDITION @ EXIST.CARPORT -102 ELEVATIONS NO C GES --- -- - ---- EXIST ENTRY -------' EXIST.HALF WALL @ CELLAR STAIRS - -- -- ---------- NEW FRAMED WALL3/4'HARDWOO DATIONN FLOOR OOR ef - ---------- - COATED 2%12 ACO LEDGER BOLTED TO 1/2'PLYWD.SHEATHING HOUSE W/2 1/2'EPDXY 2x 10 FL.JOISTS @ BOC SOUTH—._— -.__— SCREWS 16"OC MIN 4x6 DECKING R-3e BATT INSUL. - NATION NEW PLANTER @ / 2X8 ACO JOISTS @ 16'OC F J' -- ---- SECTIO ANCHORED TO 2-2%12 ACO.. _ NEW DECK 8 STEPS 2X8@ 16-OC JOISTS - ExIST.STOOP GIRDERS ANCHORED TO 10' 2X8 AEG SILL PL.ANCHORED TO DIA CONC PIERS ON 18'x8' 8'CONIC.FOUNDATION WALL IN SCALE AS NO �'-'Or-_ r ECEMBER 10, 201-1 r I I r POUR.CONIC.FTGS MIN. 16'x8'POURED CONIC.FTG.MIN. J I I I _J -I I I X-C'BELOW FIN GRADE Y-0'BELOW FINISHED GRADE EXISTING SOUTH ELEVATION (FRONT) f J I I I I PROPOSED SOUTH ELEVATION (FRONT) I I I I I I 2'CONC.SLAB®MIN.CRAWLSPACE ress _ SS� A 101 1/4" = 1'-0" 1 2.10.17 I-I 3-2%12 ACO GRADE BEAM ANCHORED 1 2.10.1 7 I I — ( I I C—] TO 10•DIA.CONC.PIERS ON r J 24'x24'x8'POUR.DONE.FTGS START _F II I II _F f I I 11 I I SECTION #2 NEW ENTRY DECK SECTION #1 ADDITION (a) CARPORT ermits draffin ex ditin 1 O F 2 fExlsT.cEUAR STAIRS 1/4" = 1'-0" 12.10.17 1/4" = 1'-0"EXXIST.CELLAR STAIRS 12.10.17 PO BOX 49 - I I I I ! J I I I I I 1 f ------____ JJ �----- r- -- - --------�J JOAN CHAMBERS SOUTHOLDNY 11971 631-294-4241 - I i ROOT RESIDENCE 6315 INDIAN NECK LANE PECONIC N.Y. EXISTING: SINGLE FAMILY RESIDENCE SCTM# 1000-86-06-20 ZONE R-40 1.79 ACRES PROPOSED: ENCLOSE EXISTING CARPORT (WITH EXIST. 2ND FL. OVER) TO CREATE NEW HOME OFFICE SPACE 2ND FL.ROOF-No CHANGES.-- --- __-_— ___ -EXIST.2ND FL.ROOF-NO CHANGES— ATTACHED TO EXIST. SINGLE FAMILY RESIDENCE. ----- __ EXTEND EXISTING ENTRY AND ADD NEW STOOP EXISTING PROPOSED —EXIST.2ND FL.ROOF-NO CHANGES- — -- CARPORT 290 SQ.FT. OFFICE 287 SQ.FT. ENTRY/MUDRM 47 SQ.FT. 65 SQ.FT. E.E FF -- -_ STOOP 47 SQ.FT. 100 SQ.FT. EXIST 2ND FLOOR&BALCONY-NO CHANGES EXIST.2ND FLOOR&BALCONY-NO CHANGES NEW FRAMED WALL UNDER EDGE OF ROOF OVERHANG - - NEW FRAMED WALL UNDER EDGE OF ROOF OVERHANG EXIST.LIV.RM EXIST.LIV.RM - 3'-0'x6'- - NEW IF-O"x5' SLID.WINDOW --------------------- 3'-O'.6'-8' - NEW 8'-0"v 5'- SLID WINDOW -- --'"'"-' -""'- ;WINDOW OPEN CARPORT WINDOW -.._-- FULL LITE --'- FULL E ----'-' _ - --- -- - - NO CHANGE NO CHANGES EXIST.SI GL.DR. - - ---------------- _-_- --- - -- - - ---- -- -NO ANGES NAILING/FASTENER SCHEDULE -_ __.-.___._. PROVIDE MSTA30 OR EOUAL AETK STRAPS OVER RIDGE _ - v EXIST. 1/1 WALL(FENCE) @ STAIRS TO BE LOWERED EXIST. 1/2 WALL(FENCE) 0 STAIRS TO ROOF RAFTERS O le'OC M. NOT APRLICABLE F C NEW PLANTER OLLM TIES ARE PRESENT. -- - _-_...__--._-_ t+T NEW DECK STEPS ADD MASONRY STEP &D COAFAOIi O 6.OC O 4'-0'PERMETER ZONE 6D CDMMdV O 11.OC O PANEL FIELD 60 COANDH O GABLE ENOWALL RNtE REFER TO TABLE 3.6 WFOM-SW I f I I I I I PROPOSED NORTH LEVATION (REAR) I I 1 EXISTING NORTH ELEVATION (REAR) PROPOSED SOUTH ELEVATION (FRONT) — l 1/4" = 1'-0" 12.10.17 r1— I 1 1/4" = 1'-0" I 12.10.17 PFIWIDE HH END OF'COL ODNMON" 1/4" 1'-0" 12.10.17 I f I I L—J PROVIDE SWPSOI H2/HID OR T- 1 L__J I I I I !D CDar...�DN O 3'OC EDGE J I I TO SE T HURRICANE TIES I- TO SECURE ROOF RARER 60 COM�O 6.OC FIELD PUTS AND WKl FRAAE r r J I I ( I I PROVIDE NT TO I.PT4 OR jJ EXIST CELLAR STAIRS I I I EXIST CELLAR STAIRS I I EXIST.CELLAR STAIRS -I I TO TO TIE RM BOMD L TO DOUBLE PLATE TYP. ----1-----------JJ LL-----------1----- ---------- LL——————————— ---- I--———————— PROVDE SPP9ON H6 OR EOUTVL TO TE WALL STUDS OF BOTH FLOORS TO PLATE& BANG JOIST O 16,OC PROVIDE SWA SON H6 OR EQUIVALENT TO TIE WALL STUDS TO RATE&SAND JOIST O OC TYP PROVIDE SbPSON LPT4 OR EOUNALENT TO TIE RM S TO S&L P TE PLYWO.FLOOR SHEATHING &D COMMOi O 6'OC EDGE 6D CbwgN O ti-OC FIELD PROVIDE APPROPRIATE METAL PIATE WASHER,NUT& SOLT TO TE SILL PLATE TO MASONRY FOUNDATIDN TYR 6'-0'OC FOR 1 STORY,3'-0"FOR 2 STORIES 12.FROM GOPHERS& OPENINGS AND BOLTS TO K MIN 12'DEEP. ABBREVIATIONS ADJ ADJACENT MIN. MINIMUM ALUM. ALUMINIUM MR MOISTURE RESISTANT _ APPO. APPROVED MW MILLWORK -- BIRD. BOARD NIC NOT IN CONTRACT BRK. BRICK OC ON CENTER OS OUT SWING BOT. BOTTOM OPG. OPENING — CL CENTER LINE PL. PLATE CLG CEILING PLUMB. PLUMBING COL. COLUMN PLYWD. PLYWOOD CONIC. CONCRETE CONT CONTINUOUS PT. PRESSURE TREATED ExlsT.z610 FL.ROOF-NO CHANGES — I I -__ __--_— _—_____ _____— __ __ ___EzlsT.2ND FL.ROOF-NO c_HANces I CT. CERAMIC TILE PNT. PAINTED I DEMO. DEMOLISH PVC POLY VINYL CHLORIDE I DIA. DIAMETER RCP REFLECTED CEIL. PLAN I I I DR. DOOR REQ. REQUIRED DWG. DRAWING RM. ROOM EA. EACH R.O. ROUGH OPENING ELEC. ELECTRICAL Sim. SIMILAR - I I ELEV. ELEVATION SPEC. SPECIFIED EQ. EQUAL L STEEL T & G TONGUE AND GROOVE EXIST. EXISTING TEL. TELEPHONE EXT. EXTERIOR F.P. LINE OF EXIST 2ND FL.FRAMING-NO CHANGES I I I I FIREPLACE T TO BE DESIGNED FR. FRENCH TOO.. TOP OF L TRIM BOARD J L GWB GYPSUM WALL BOARD UNO UNLESSANOTED OTHERWIS L--------------J L —————— ------- GALV. GALVANIZED LIN VIF VERIFY IN FIELD -----------_----'-- HVAC HEATING, VENTING & EXIST.OVERHANG OF 2ND FL.ROOF W/ WITH AIR CONDITIONING EXIST.LIV.RM NEW - NEW EXIST.UV.RM WD. WOOD WINDOW FIXED GLASS .'-O'v5LAS _ WINDOW INSUL. INSULATIONWEI WATER PROOF EXIST.ENTRY/MU R BEYOND - = FIxED GLASS -- - - - FIXED GLASS — PS EXTRUDED POLYSTYRENE NEW F AHED WAIL TO ENCLOSE CARPORT- INT. INTERIOR No CHANCES No CHANCES IS IN SWING EXIST PRIVACY FENCE EX:ST PRIVACY FENCE - LBS POUNDS No CHANCES -_._- ----- --- ----_------ MAX. MAXIMUM NO CHANGES � OPEN CAR RT EXIST.STRI CTURAL cols&Ftcs MO. MASONRY OPENING A-101 PLANS, ELEVATIONS, SECTIONS, NOTES NEW BENCH PLIANER -------- -- --- —_-- -- _ __-- —_-- �, A-102 ATIONS EXIST.ENTRY STOOP - -_ ---------- -- --_-- NEW ENTRY DECK 10 I I I -------- ---------------7 ---�— 1, y �o - I I NEW FOUNDATION I ~P 5 e� I_--- EXISTING EAST ELEVATION (SIDE) I I I F- PROPOSED EAST ELEVATION (SIDE) I I I L——— �� r-L-� I `"- ST,-- ,/4" - ,'-0" 12.,0.17 L--------- IST.F -------------- 4X1ST_ L Y' 2 IONS 1/4" = V-0" 12.10.17 L_—J I r.—c�na _.. _-i-T' —I I��—_CELLAR_�"� 'o� a� STAIRS I I STAIRS I F O. 072 SCALE AS NO F Ss1 DECEMBER 10, 201 ress LL----�� �af:l A 102 STA �.,:r I'ti.yr- permits draftingex editin 2 OF 2 PO BOX 49 JOAN CHAMBERS SOUTHOLD NY 11971 631-294-4241 REVISED 10 . 1 1 . ROOT RESIDENCE 6315 INDIAN NECK LANE PECONIC N .Y. J V L-1 (J EXISTING: SINGLE FAMILY RESIDENCE 4 x SCTM# 1000-86-06-20 EXISTING LIVING ROOM - NO CHANGES EXISTING LIVING ROOM - NO CHANGES ���•� � -� ZONE R-40 1 .79 ACRES PROPOSED: EXIST. 5"x5" STEEL COL. ON 16"06" CONC. PIER W/ 4-#4 REBAR VERT. EXIST. 5"x5" STEEL COL. ON 16"x16' CONC. PIEIR W/ 4-#4 REBAR VERT. ENCLOSE EXISTING CARPORT (WITH EXIST. 2ND 24"x24'x10" CONC. FTG. W/ #5 REBAR @ 6"OC 24"x24"00" CONC. FTG. W/ #5 REBAR @ 6"OC: - NO CHANGES I FL. OVER ) TO CREATE NEW HOME OFFICE SPACE EXIST. WOODEN HALF WALL LINE OF 2ND FL. BALCONY ABOVE - NO CHANGES EXIST. 3-1-3/4"x7-1/2" LVL UNDER BALCONY ABOVE - LOWER EXIST. FENCE TO 30" TALL _ I �EX'ST_P- CONC. WA" & FTG_- "° CHANGES - _ ATTACHED TO EXIST. SINGLE FAMILY RESIDENCE. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - z - I Tj� ADD PAVERS ( _ _ _ _ _ _ _ ��❑ EXTEND EXISTING ENTRY AND ADD NEW STOOP J OU CONC. SLAB T I -rOI..__L ..I ( THIS AREA - °�l- JJ ro m -� EXIST. ELL R S AIR - JO HAN ES ( W/ TOP OF STAIR I I EXI T. ELL R S AIR - HAN ES EX ST. ON S EPS TO CEL AR 1 ; D WIN FOUNDATION I I I DO WN U I � w F- x Q 0 1 DID AN 'RAI - (0 C DE 1 L_ - - - - TABLE R3OI.5 MIM14UM UNIFORMLY DI57RIBUTED LIVE LUAD'S QIr - - - - - - - - - - - - - -1 a (in pounds per square foot) N 1 Ico co 1 •• y ... , .. I WW 1 I v LL ACW 3650 APW 5050 ACW 3650 I - - - - - - - - - - - - - - -- a Z LIVE - - - - EXIST. WOODEN HALF WA @ 1 n (- 2- 1-3/4"x11-11/2" LVL HEADER I EXIST POUR. CONC. ALL & FTG. - NO CHANGES I i USE L© � EXIST. 3-1-3/4"x11-7/8" LVL UNDER WALL ABOVE w U I 1 ( 1 I v o tHcs with limited storageg,h 20 a O 1 ( I NEW 8" MASONRY FOUNDATION WALL ON 16"x8" 1 I z Attics without storage' 10 o POURED CONC. FTG. wOr z ( Q u) 1 1 a I N 1 I W eckse 40 a EXIST. FL. JOISTS ABOVE _ I Q a c7 / a7 I .:'. a Exterior balconies 60 c 2-1-3/4"x9-1/2" LVL @ 16" OC o D Lu m Lu Q w EXISTING 2ND FFL. FRAMING ABOVE IS 1 I I z@ E 1 I x w v =n 2X10 @ 16" O(C W/ R-30 INSULATION 1 1 E i I " I O rife escapes 40 ~ L' 1 1 �* O EXIST. 1X6 CEDAR T&G @ CEILING & 1 v Z 1 m uardrails and handraiisd 2001 w ix z w Z CEILING/2ND FL-. FRAMING TO REMAIN 1 x o w 1 w Guardrails In-fillf com onentsf 50' 1 � P I I 1 � � EXISTING COVERED CARPORT r i I p NEW 2X8 FRA 11!ED WALL W/ R-30 BATT INSUL. i i 1 ( Z ' Passenger vehicle garagesa 50a u o n U SIDING TO MATCCH AT EXT. Rooms other than sleeping 1/2" GYP. BD. (@ INT. (-f ( u) P g 40 s l 1 � 0 1 I --�� a LL 1 ' I OLL rooms u coUco 1 J 1 w Q v I I W Sleeping rooms 30 W x w 1 (- Q o ° I :•' I o tairs 40c 1 1 v J�/Q m ril 1 -� o_ U 6h� 1 X _x P��S�O OPEN TO OFFICE U ( 1 1 "I GU O O 1 I x o 1 1 1 1 I � x GENERAL NOTES 5 w N ��+ DN 4 RI ER w Q ~ a a PLATFORM Ca !� k. 1 Z 1 l01 7 w W U x 1 I- 1 Q1 N 0 x W N 1. All work shlall conform to the requirements of the 2020 Residental Code of NY .. 1 EXIST. 3-1-3/4"x11-7/8" LVL UNDER WALL ABOVE I I I o 1 1 ICI 1 I State, County and Town Department Regulations, Utility Company requirements and EXIST. - - - - - - - - - - - - - - _ z I 1 best trade practises. lw MUDRM. Z - -� >, �'� rCtl 1- 41 F 1 I of \ / 4 2. Before commencing work the Contractor shall file all documents required by the l Q Building Department, pay all fees required by local agencies and obtain all required o I Q 0 1 1 1 �I 2X10 FLOOR JOISTS @ 16" OC I 1 permits. > 1 I J I 1 0 1 1 3. The Contractor shall visit h o �j Q I s t the site and verify all dimensions and the existing J 1 ( w1 LO 1 1 conditions affecting the work prior to construction. Any discrepancies which would 1 z o 1 o I 1 11 3 1 1 interfere with the satisfactory completetion of the work described herein shall be U 8'-9 8'-9-" °+V N o I 1 1 4 1 reported to the architect or property owner. Do not start work until such conditions EXIST. DINING Roots +'s� 8, 1 EXIST. DINING ROOM I o 1 I I I NEW 8" MASO RY FOUNDATION WALL ON 16"x8" I I have been examined and a course of action mutually agreed upon. Failure to notify I - - - - - - - - - - the owner or architect of unsatisfactory conditions will be construed as an acceptance POURED CON FTG. w +° CABINETS I n L - - - 1 1 ry p � -3/4"x'.11-1/2" LVL HEADER I � I - - - - - 4 ( of the conditions to properly perform the required work. I 2 1 W I 4. All work is to conform to the drawings and specifications of the architect and w - - - - - - - - - - - - - - - -- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - -_ - - -_ I- - - - - - - - - - - - - - - - - - - - - - - - -� engineer consultants. LINE OF EXIST. ROOF OVERHANG ACW 644 APW5044 ACW 2644 i (- I EXIST. WOOD FRAM D � 2X12 ACQ LEDGER BOLTED TO MASONRY W/ 3/8" EPDXY COATED 5. The Contractor IS to maintain a complete and up to date Set of plans on the STOOP @ ENTRY I ( NEW WALL TO ALIGN WV/ EXIST. ROOF OVERHANG SCREWS W/ ANCHORS @ 12" OC MIN. Job site at all tilmes FILL MASONRY BLOCK @ANCHOR LOCATIONS NEW (ENTRY DECK f 1 O 0 6. The drawings are not to be scaled under any circumstances. 5/4 X 6i CEDAR DECKING J i co1 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures 1 EXIST. SLID. G . DOOR EXIST. SLID. GL. DOOR 1 U 2X12 ACQ DECK GIRDER ANCHORED TO 14" DIA. PIERS including storage and toilet facilities,protection of existing work to remain,access to- Y TO MIN T-0" BELOW GRADE w 1 work area, hours of permitted work,availability of water and electric power and all -�1�_ - - - - - - - - - - - - - other conditions and restrictions for this particular location in order to execute the _ work in a careful and orderly manner with the least possible disturbance to the public. LINE OF NEW ENTRY DECK - 8. The Contractor shall make the neccesary arrangements to utilities and services temporarily disconnected while performing the work as required. EQUAL EQUAL EQUAI P1 _0 9. The Contractor shall provide all dimensions and cut-outs for other trades. w 10. The Contralctor shall provide proper shoring and bracing for all remaining structure W U z w prior to removal of existing structure. EXIST. DECK w EXIST. DECK } 11. Plumbing, electrical, HVAC and similar work shall be performed by licensed a > persons who shall arrange for and obtain all required inspections. The General '- EXISTING FIRST FLOOR PLAN Contractor shall be responsible for scheduling all other inspections as required. w 1/4" = 1'-0" 1 1.30. 17 PROPOSED FLOOR PLAN PROPOSED FOUNDATION PLAN 12. The Contractor is solely responsible for construction safety and shall hold the w 1//4" = V-0" 12.8. 17 1/4" = V-0" 1 2.8.1 7 owner and archiitect harmless from litigation arising out of the Contractor's failure to w RIEVISED 10. 11.22 REVISED 10. 11.22 provide construction safety means and methods. CONSTRUCTION NOTES 1. All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade. 2. Poured concrete shall have a minimum psi of 3500 at 28 days unless noted. 3. Sill plates shall be preserved, treated wood and be installed above a 16 oz. copper termite sheild. 4. Shingle siding shall conform to ASTM D 3679 and be installed in accordance with the New York State Building Code and manufacturers specifications. 5. Pilings shall be installed by a licensed contractor to a depth and bearing agreed upon by an engineer and certificates shall be issued stating same. 6. Unless otherwise noted all framing and structural wood components shall be #2 or better Douglas Fir. 7. All framing techniques and methods shall be as prescriptive design based on AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM) -- -- or as specified in R301.2.1.1 8. All building envelope components shall comply with Chapter 6 of the Energy Conservation Code of the State of New York. __ 9. Fireblocking shall be provided in all wood framed construction in accordance with NYS Code R 602.8 to form an effective fire barrier between stories and between the top story and roof space. _._-____._.....__..._..:.._._.....__...._._......______. ...__..............__.._..-..._...._........_ ------- _-- - _-___ -- _- _ -_ - __ _ 10. Protective panels shall be provided for glazed openings in accordance with - --------- ---------- _ - I r Ire _ NY code R301.2.1.2 'f they are required. --- ---- -EXIST. 2ND FL. ROOF - NO CHANGES-_ -"'--- - EXIST. 2ND FL. ROOF - NO CHANGES_ 11. All portions of the new structure are designed to comply with local geographic and climatic criteria as stated in the following table. GEOGRAPHIC & CLIMATE DESIGN CRITERIA GROUND SNOW LOAD 45 ps 1 WIND SPEED 130 MPH SEISMIC DESIGN CATATGORY B WEATHERING SEVERE - - --'--' _._ - - - -----NEW FRAMED WALL UNDER EDGE OF ROOF OVERHANG -- -""- FROST LINE DEPTH H 36" -- - - --- ----- -- HEAVY -- --- --=-- ,,,_. - _ •_- ---°----- -- - - - - --- --- EXIST. 2ND FL. FRAMING - N DECAY SLIGHT TO MODERATE O CHANGES WINTER DESIGN TEMPERATURE 11 FLOOD HAZARD AS NOTED - EXIST. OVERHANG OF 2ND FL. ROOF _ _ 1x6 CEDAR T&G SIDING TO MATCH EXIST. TYVEK HOUSE WRAP 3'-0"x6'- 1/2" PLYWD SHEATHING -- OPEN CARPORT 2X8-- -- R-30 BATT WSUWALL FRAMING A- 1 O 1 PLANS, ELEVATIONS, SECTIONS NOTES /CW2644 APW5044 CW 264 - � EXIST. SLID 13L. DR. �- EXIST. HALF WALL BEYOND STAIRS EXIST. S G. GL. DR. `-- 1/2" GYP. BD. @ INT. A- O2 ELEVATIONS NO C A GE.S - " NO C ANGES ---' ADDITION @ EXIST. CARPORT EXIST. ENTRY - -- - EXIST. HALF WALL @ CELLAR STAIRS NEW FRAMED WALL 3/4" HARDWOOD FLOOR FLOOR PLAN, FOUNDATION PLAN 2X12 ACQ LEDGER BOLTED TO 1/2" PLYWD. SHEATHING HOUSE W/ 3/8" EPDXY COATED 2X 10 FL. JOISTS @ 16" OC ELEVATION SCREWS @ 12" OC MIN. 5/4x6 DECKING R-38 BATT INSUL. "2X8 ACQ JOISTS @ 16 OC SECTIONS EXIST. STOOP NEW DECK & STEPS ANCHORED TO 2-2X12 ACQ 2X8@ 16"OC JOISTS GIRDERS ANCHORED TO 14" 2X8 ACG SILL PL. ANCHORED TO DA CONC. PIERS TO MIN. 8" CONC. FOUNDATION WALL ON SCALE AS NOTED T-0" BELOW FIN. GRADE 16"x8" POURED CONC. FTG. MIN. DECEMBER q 1 0, 2017 1 7 1 T-0" BELOW FINISHED GRADE EXISTING SOUTH ELEVATION (FRONT) _ f I ( PROPOSED SOUTH ELEVATION (FRONT) 1/4" = ress 1/4" = 1'-0" 1 2.10.17� � I I � --� 1'-0" 1 2. 10. 17 I I 2" CONC. SLAB @MIN. CRAWLSPACE n 3-2X1 ACQ GRADE BEAM ANCHORED I ( TO 10"" DIA. CONC. PIERS ON I L - REVISED 10. 1 1.2 2 L _J 24"x24"x8" POUR. CONC. FTGS. _F STAN I f 1 I I SECTION #2 NEW ENTRY DECK SECTION # 1 ADDITION C� CARPORT permits droftin ex editin 1 OF 2 EXIST.CELLAR STAIRS 1 1/4" = V-0" 1 2.10. 17 1/4 = 1 -0 12.10.17 r REVISED 10. 11.22 JOAN CHAMBERS PO BOX 49 L - - - - -1- - - - - - - - - - - - -� -� SOUTHOLD NY 11971 631-294-4241 I REVISED 10 . 1 1 . 22 ROOT RESIDENCE 6315 INDIAN NECK LANE PECONIC N .Y. EXISTING- SINGLE FAMILY RESIDENCE SCTM# 1000-86-06-20 ZONE R-40 1 .79 ACRES PROPOSED: ENCLOSE EXISTING CARPORT (WITH EXIST. 2ND .......... .. ...................... ..................... FL. OVER ) TO CREATE NEW HOME OFFICE SPACE ............................... _.—EXIST. 2ND FL. ROOF NO CHANGES___... EXIST. 2ND FL. ROOF NO CHANGES-___ ................. ATTACHED TO EXIST. SINGLE FAMILY RESIDENCE. EXTEND EXISTING ENTRY AND ADD NEW STOOP -------.................. ............... EXIS;T JG NO CHAN-, -S EXIST. EXIS71,G NO CHAW -S EXIST. EXIST. 2ND FLOOR & BALCONY NO CHANGES EXIST. 2ND FLLOOR & BALCONY NO CHANGES NEW FRAMED WALL UNDER EDGE OF ROOF OVERHANG NEW %EW EXIST. LIV. FM A73650 APW 5050 AC 650 EXIST. LIV R'M WINDOW ................... WINDOW OPEN CARPORT NO CHANGES NO CHANGES ......................... ........... .................... ........................ .............. .... ................... ... .................. NAILING/FASTENER SCHEDULE ...................................... ............................ ........................... PROVIDE MSTA30 OR EQUAL METAL STRAPS OVER RIDGE EXIST. 1/2 WALL (FENCE) @ STAIRS REDUCED IN SIZE 112 WALL (FENCE) @ STAIRS TO ROOF RAFTERS @ 16" OC TYP. NOT APPLICABLE IF COLLAR TIES ARE PRESENT. . ................. ........ ......... . .. ............ 8D COMMON @ 6" OC @ 4'-0" PERIMETER ZONE 80 COMMON @ 12- OC @ PANEL FIELD 8D COMMON @ GABLE ENDWALL RAKE 0 N L REFER TABLE 3.8 WFCM - SBC 7L — _Ll PROVIDE 8 - 10D COMMON NAl EACH END OF COLLAR TIES 1/2" PLYWD. SHEATHING PROVIDE SIMPSON H2 / H10 OR 6D COMMON @ 3"OC EDGE EQUIVALENT HURRICANE TIE L TO SECURE ROOF RAFTER lR7j 6D COMMON @ 6"OC FIELD PLATE AND WALL FRAME. PROVIDE SIMPSON LPT4 OR EQUIVALENT TO TIE RIM BOARD L TO DOUBLE PLATE TYP. EXIST.CELLAR STAIRS EXIST.CELLAR STAIRS L L L L PROVIDE SIMPSON H6 OR EQUIVULANT TO TIE WALL STUDS OF 1307H FLOORS TO PLATE & BAND JOIST @ 16" OC T EXISTING NORTH ELEVATION (REAR) PROPOSED NORTH ELEVATION �REAR_)_ PROVIDE SIMPSON H6 OR EQUIVALENT TO TIE WALL STUDS TO LATE & BAr�F)JOIST @ 1/4" V-10" 12. 10. 17 1/4" = V-13" 12. 10. 17 OC Yp. REVISED 10. 11.22 PROVIDE SIMPSON LPT4 OR EQUIVALENT TO TIE RIM BOA TO SILL PLATE PLYWD. FLOOR SHEATHING 8D COMMON @ 6"OC EDGE 8D COMMON @ 12- OC FIELD PROVI[DE APPROPRIATE METAL PLATE WASHER NUT & AN CH R BOLT TO TIE SILL PLATE T MASONRY FOUNDATION TY 6'70" (OC FOR 1 STORY, 3'-0" FOR 2 STORIES. 12" FROM CORNERS & OPENINGS AND BOLTS TO BE MI[j. 12" DEEP. ABBREVIATIONS ADJ ADJACENT MIN. MINIMUM ........... ............... ALUM. ALUMINIUM MR MOISTURE RESISTANT APPD. APPROVED MW MILLWORK BIRD. BOARD NIC NOT IN CONTRACT BIRK. BRICK OC ON CENTER CIS OUT SWING BOT. BOTTOM OPG. OPENING CL CENTER LINE PL. PLATE CLG CEILING PLUMB. PLUMBING COL. COLUMN PLYWD. PLYWOOD CONC. CONCRETE .......... PT. PRESSURE TREATED CONT COMTINUOUS PNT. PAINTED EXIST. 2ND FL. ROOF NO CHANGES EXIST. 2ND FL. ROOF NO CHANGES CT. CERAMIC TILE x DEMO. DEMOLISH PVC POLY VINYL CHLORIDE .............. CIA. DIAN/4ETER RCP REFLECTED CEIL. PLAN REQ. REQUIRED DR. DOOR DWG. DRAWING RM. ROOM . ......................... ................................ . EA. EACH R.O. ROUGH OPENING ............................................. .............. . ......... ..... .... . ELEC. ELECTRICAL Sim. SIMILAR .............................. ................. ........................................... .................. ....... SPEC. SPECIFIED ...... ...... ........ ........ ................... ............ ELEV. ELEVATION ............................................................................................................................ ............ STEEL .. . ..... ................ ..... ........... EQ. EQUAL STL . I EXIST. EXISTING T & G TONGUE AND GROOVE ........ .............................. ................................... ............. ................ J TEL. TELEPHONE ..............................I I - I........................................ ................ ........................................ .............. EXT. EXTERIOR TBD TO BE DESIGNED ...................................................... .. ........ ............................. ....................................................... F.P. FIREPLACE LINE OF EXIST. 2ND FL. FRAMING - NO CHANGES FIXED FR. FRENCH TO. TOP OF L — L TYP. TYPICAL GALV. GALVANIZED ............. ............ ..................... ............................................ ..................... ..................................... LINO UNLESS NOTED OTHERWISE ..................... ............... .. .. ...................... TRIM BOARD GWB GYPSUM WALL BOARD EXIST.'OVERHANG OF 2ND FL. ROOF ....................................................................................... ................I.......................................................................................................................................................................................... HVAC HEATING, VENTING & VIF VERIFY IN FIELD ......... ................... ....... .................................................... ......... .......... AIR! CONDITIONING W/ WITH EXIST. LIV. RM ........... ........... .......................... .................. ......................................................................................................................... EXIST. LIV. RM INSUL. INSULATION WD. WOOD WINDOW ................ ............... ....................................................................I................................................I......................................... WINDOW WID WATER PROOF EXIST. ENTRY/MU L R vi BEYOND------,,, ZINEW FRAMED WALL TO ENCLOSE CARPORT ................................................................ INT. INTIERIOR NOCHANGES ............................I................. ........................................................... ................. .......... ................... NO CHANGES is IN SWING XPS EXTRUDED POLYSTYRENE EXIST. PRIVACY FENCE 7 EXIST. PRIVACY FENCE NO CHANGES ........... .................................................. ............................................................................................................ ........... ................................ ........................................... ............................... .......................... LBS POUNDS NOCHANGES OPEN CARPDIRT ................ ........ .............. I ......... ................................................................................................................... ..... ...... MAX. MAXIMUM ....................-..........- ............................................................................................................................................ ...... EXIST. STRI)CTURAL COILS & FTGS. Mo. MASONRY OPENING .......................................... A- 101 PLANS, ELEVATIONS, SECTIONS, NOTES .......... ............... ........ ................. ....................... ............... ................. ............... --------.......... .............. ......... .... ..................................... A- 102 ELEVATIONS EXIST. EMTRY STOOP NEW ENTRY DECK .............. ................................... ........ .......... . NEW FOUNDATION EXISTING EAST ELEVATION (SIDE) PROPOSED EAST ELEVATION (SIDE) r-L - - - - - - - - I L - - - ELEVATIONS 12. 10. 17 4 - 171 1/4" = V-10" 12. 10.17 - — — — — — — — — — — — — — — -1/4" V-10" [ . . . . . . . . FXIST. F�T . __j —EX.ST_- — -T REVISED 10. 11.22 — — — — — — — — — —— — — — — - EXIST- -7- T� -SCELLAR CELLAR TA-1`�_S — STAIRS SCALE AS NOTED DECEMBER 10, 2017 I oress START A 102 p rmits I drafting I expediting 2 OF 2 8D COMMON "'COMMON "D COM SIMPSON REFER I COMMON COLLAR TIES N H2 ' H 1 R""IANE TIES E,"F RAFT R WALL FRAME PRO,METAL TO TYP COIL T C 0 P loo PO BOX 49 JOANCHAMBERS SOUTHOLD NY 11971 631-294-4241