The URL can be used to link to this page

Home My WebLink About46944-Z ¢�oSUFfol.,"eco Town of Southold 5/11/2023 o'� y-A,� P.O.Box 1179 o _ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44085 Date: 5/11/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 4120 The Long Way,East Marion SCTM#: 473889 Sec/Block/Lot: 30.-2-97 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/17/2019 pursuant to which Building Permit No. 46944 dated 10/8/2021 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 deck, outdoor shower and"as built"finished basement,to existing single family dwelling as applied for. The certificate is issued to Charitou,Kostas&Papazahariou,Aikaterini 1 of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46944 3/21/2023 PLUMBERS CERTIFICATION DATED 4/1/2023 Kos haritou jnAv — A ized i nature - fgQFFQI�Y TOWN OF SOUTHOLD BUILDING DEPARTMENT y w 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#: 46944 Date: 10/8/2021 Permission is hereby granted to: Charitou, Kostas 25-17 35th St Astoria, NY 11103 To: legalize "as built" alterations to existing basement of a single-family dwelling as applied for. Additional certification may be required. Replaces BP'#44542 At premises located at: 4120 The Long Way, East Marion SCTM #473889 Sec/Block/Lot# 30.-2-97 Pursuant to application dated 9/28/2021 and approved by the Building Inspector. To expire on 4/9/2023. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $774.40 CO-ALTERATION TO DWELLING $50.00 ELECTRIC $180.00 Total: $1,004.40 Building Inspector suFFoc�c TOWN OF SOUTHOLD J�j ASO o� o� BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy o� SOUTHOLD, NY V 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#: 44542 Date: 12/19/2019 Permission is hereby granted to: Charitou, Kostas & Papazahariou, Aikaterini 25-17 35th St Astoria, NY 11103 To: legalize "as built" finished basement to existing single-family dwelling as applied for. Additional certification.may be required. ; `N �ajt-- At premises located at: 4120 The Long Way, East Marion SCTM # 473889 Sec/Block/Lot# 30.-2-97 Pursuant to application dated 12/17/2019 and approved by the Building Inspector. To expire on 6/19/2021. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $854.40 CO-ALTERATION TO DWELLING $50.00 i Total: $904.40 Building q5ector o�SU o TOWN OF SOUTHOLD aye` BUILDING DEPARTMENT y TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44542 Date: 12/19/2019 Permission is hereby granted to: Charitou, Kostas & Papazahariou, Aikaterini 25-17 35th St Astoria, NY 11103 To: legalize "as built" finished basement to existing single-family dwelling as applied for. Additional certification may be required. At premises located at: 4120 The Long Way, East Marion SCTM #473889 Sec/Block/Lot# 30.-2-97 Pursuant to application dated 12/17/2019 and approved by the Building Inspector. To expire on 6/19/2021. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $854.40 CO-ALTERATION TO DWELLING $50.00 Total: $904.40 u i 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 of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%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 to 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. a -/ & New Construction: Old or Pre-existing Building: (check one) Location of Property: Vl o U /rPhx_ LOVA!, WA q /q. House No. Sireet Hamlet Owner or Owners of Property: (_41U't-/V i) Suffolk County Tax Map No 1000, Section ,30 Block a Lot Subdivision (� Filed Map. Lot: Permit No. -! Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Tem7 Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Sigshture 1 13u?Idln nc art xxent ri Il�:stenn .A,UTHORIZXI'ION (W bc-rr tlsc,Applicant is xsna the Uavisa)' (�rarnt j"poty a:+w3vr'S i ullr) {bintit +A rc,04 < _ hcrehy su1)Ccri;re :N t Ci r L7 is tl S ar ... (rtgerat) Southold, NY tcs apply on roy wtwf to 033 Southold BuIdding Mpitrtrxterit, , . {(hvnces Sigtrature) (Print(1ahvncr s Name) FEB 1 0 2020 so�jyQl 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlin(cD-town.southold.ny.us Southold,NY 11971-0959 cDUMrI,�c� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Kostas Charitou Address: 4120 The Long Way city:East Marion st: NY zip: 11939 Building Permit#: 46944 section: 30 Block: 2 Lot: 97 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: HighTech Electric License No: 42532ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 19 Ceiling Fixtures 1 Bath Exhaust Fan 2 Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 46 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Ceiling Fan Combo Smoke/CO 2 Transfer Switch Step Lights 12 Dryer Recpt 30A Emergency Strobe Heat Detectors Disconnect Switches 15 4'LED Exit Fixtures Sump Pump Other Equipment: Notes: Finished Basement & Exterior Deck Inspector Signature: Date: March 21, 2023 p 9 S.Devlin-Cert Electrical Compliance Form Town Hall Annex Telephone(631)765-1802 54375 Main RoadFax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 d' BUILDING DEPARTMENT TOWN OF SOUTHOLD CE.R.T.IFICA.TI.ON Date: ..::. .. Building Permit No. LI Owner: KoS-IQS Chod-1 0A (Please print) ,. :.. ....,Plumber: :..:....:....::... ....><..:,.:. _. , . . (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) s�- Sworn to before me this day of t- 2023 Notary Public,..... 5AL.,Couniy GEORGE O.LAZARI®ES Notary Public,State os mew York Mo.OI LA49230290 Quallt,ed In Sta 01k county commission Expires May 9,20 SOGlyO� f # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 : 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 REMARKS: - A5 3�!u f yr �rllyl In JOA4h -4t VIVe 1je- c � -ec+ A " 41e.l,- , - �-�- DATE 'Z INSPECTOR F 50 * # TOWN OF-SOUTHOLD BUILDING DEPT. `ycourmN 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ rFINAL ULATION/CAULKING FRAMING /STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE Y INSPECTO 4 00 L1 /2v -fl, l # # TOWN OF OUTHOLD BUILDING DEPT. y `ycouNn '` 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 REMARKS: L—f' IL�S' r _ ti s A1 oo lf-re In A/(v 60oM 00, L9�e ' roov�m Uri In/14-1' !t . A_ ? kf DATE Li 12 ZINSPECTOR0� m pF SOu W 5 9 2 12,0 �//'1// tAA (/lh°� * f TOWN OF SOUTHOLD BUILDING-DEPT. courm, 765-1802 INSPECTION [ ] -FOUNDATION 1 ST [ ] ROUGH PLBG. [ ]- FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: � � DATE P/ INSPECTOR OE SO(/T�o� # # TOWN OF SOUTHOLD BUILDING DEPT. `"�ouun,N 631-765-1802 INSPECTION [V] FOUNDATION 1ST [ ] UGH 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 [ ] P E C/O [ ] RENTAL REMARKS: �&m& OI'� � � ��r - o �V" X, lvj DATE INSPECTOR ��L � OFSOUIyOIo ----- -- y# * TOWN OF SOUTHOLD BUILDING DEPT. "coum, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [V] FINAL Dxt� a �I101/v [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTIO [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL MARKS: I 1 D' "*Gf& 4 W� Silrt &A &D W-1. P(vm weg �,t [4el uO,, -vr 1 DATE l/ INSPECTOR Vml"v SOUIyO l � �o # # TOWN OF SOUTHOLD BUILDfNG DEPT. cou631-765-1802 INSPECTION [ ] FOUNDATION IST [ ] 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: to 4 4�e k&keawe¢/ are �o�' 13►�111� ��sNs� (A ft I.r he oA 'r h��r�� a tl�_1d_114 G, J� A/1 Off/ G9 17 DATE I 7/ INSPECTOR \_ �F SOblyo� p Lir �70 � a * # TOWN OF SOUTHOLD BUILDING DE4. `ycoulm,��' 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: d 4 ry e4 DATE ✓� INSPECTOR OF SOGlyO6 - - * * TOWN OF SOUTHOLD BUILDING DEPT. co 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: DATE '�Y INSPECTOR N. J. MAZZAFERR®, P.E. PO Box 57, Greenport,N.Y. 11944 Phone- 516-457-5596 Consulting Engineer November 7, 2020 Construction, Estimating, Labor Law Page 1 of 1 Town of Southold-Building Department Southold Town Hall 53095 Main Road _ PO Box 1179 Southold NY 11971 Re: Charitou N 3 0 2020 'L.��'\'� � � f Q 4120 The Long Way East Marion,N.Y. 11939 , ' r, District-1000, Section-30., Block-2, Lot-97 Building Permit Number—44542,As-Built Basement and Rear Deck Replacement Inspection—Framing On October 12, 2020, I inspected the As-Built Basement conditions at the note location. The inspection covered the framing for the basement interior. The areas inspected included the finished and unfinished basement areas. The framing work included and interior walls and ceilings. The inspection results are: Items inspected included lumber type/grade, lumber size, dimensional spacing, framing connections,header sizes,bearing, and integration with the concrete foundation. The framing work matched what was shown on the approved plans and in compliance with the applicable sections of the NYS and Southold Town Building Codes. Result-The framing work, as verified by field inspection on October 12,2020, is compliant with the as-built drawings,permit requirements and applicable codes. O NEW Y Nicholas J. Mazzaferro,P.E. P5 14 01 O � w p 9g o O F AR�FESSIC00 N. J. MAZZAFERRO., P.E. PO Box 57, Greenport,N.Y. 11944 Phone- 516-457-5596 Consulting Engineer November 7, 2020 Construction, Estimating Labor Law Page I of I Town of Southold-Building Department Southold Town Hall 53095 Main Road PO Box 1179 Southold NY 11971 Re: Charitou J\\� NOV 3 0 2020 4120 The Long Way East Marion,N.Y. 11939 District-1000, Section-30., Block-2, Lot-97 Building Permit Number—44542,As-Built Basement and Rear Deck Replacement Inspection—Plumbing On October 12,2020, 1 visually inspected the As-Built Basement conditions at the noted location. The inspection covered the plumbing work for the basement bathroom and existing laundry room. The inspection results are: Items inspected included the fixtures, water feeds, drainage and vent system for the basement bathroom and existing laundry room. The systems were observed in operation and found to be in good condition and functioning as designed. The bathroom was properly integrated with the original house systems. The laundry room plumbing remained as it previously existed. The plumbing work performed as on the approved plans and is in compliance with the applicable sections of the NYS and Southold Town Building Codes. Result- The plumbing work, as verified by field inspection on October 12, 2020, is compliant with the as-built drawings,permit requirements and applicable codes. OF N .-W Nicholas J. Mazzaferro, P.E. C �2��0 0 _•7 5 �zw Oressi VAPv N. J. MAZZAFERRO., P.E. PO Box 57, Greenport,N.Y. 11944 Phone- 516-457-5596 Consulting Engineer November 7, 2020 Construction, Estimating, Labor Law Page I of I Town of Southold-Building Department Southold Town Hall 53095 Main Road PO Box 1179 D Southold NY 11971 ..LM N 0 V 3 0 2020 Re: Charitou 4120 The Long Way 'J_ East Marion,N.Y. 11939 B7 District-1000, Section-30., Block-2, Lot-97 Building Permit Number—44542,As-Built Basement and Rear Deck Replacement Inspection—Concrete On October 12, 2020, 1 visually inspected the As-Built Basement conditions at the noted location. The inspection covered the concrete foundation and wall work for the basement exterior stairs. The areas inspected included the finished stairwell and staircase. The inspection results are: Items inspected included the concrete walls, concrete stairs and concrete base landing. The overall structure was observed and found to be in good condition and functioning as designed. The structure appeared to be properly integrated with the original concrete foundation. The exterior concrete work matched what was shown on the approved plans and in compliance with the applicable sections of the NYS and Southold Town Building Codes. Result-The exterior concrete, as verified by field inspection on October 12, 2020,is compliant with the as-built drawings,permit requirements and applicable codes. OF 1Vpl YO Nicholas J.Mazzaferro,P.E. 0 C-1 0 5 AROPesslotO' `y N. J. MAZZAFERR®, P.E. PO Box 57, Greenport,N.Y. 11944 Phone- 516-457-5596 Consulting Engineer November 7, 2020 Construction, Estimating, Labor Law Page 1 of 2 Town of Southold-Building Department Southold Town Hall 53 095 Main Road PO Box 1179 _'>t_y 4 Southold NY 11971 .! N O V 3 0 2020 Re: Charitou 4120 The Long Way East Marion,N.Y. 11939 District-1000, Section-30., Block-2,Lot-97 Building Permit Number—44542,As-Built Basement and Rear Deck Replacement Inspection—Rear Deck Foundation,Framing and Structure On October 12, 2020, I visually inspected the Rear Deck Replacement at the noted location. The inspection covered the concrete foundation,the framing system and deck surface, stairs, and railing. The inspection results are: Concrete Foundation: The inspection included the concrete piers and framing attachment for the replacement deck. The concrete piers were constructed according to the approved drawings. The concrete pier positon was in accordance with the approved drawings. The concrete pier diameter, depth and anchorage were correctly constructed. Deck Framing and Surface: The framing inspection included the supporting beams,floor joists, staircase supports and framing attachment for the replacement deck. The framing system was constructed according to the approved drawings. Items inspected included limber type/grade, lumber size, dimensional spacing, framing connections, beam sizes,bearing, continuity strapping and integration with the concrete foundation. The surface inspection included the deck boards and attachment. The surface system was constructed according to the approved drawings. Items inspected included deck board type/grade, size, dimensional spacing, connections,bearing, and integration with the framing system. Page 2 of 2 Stairs and Railing: The inspection included the staircase and railing systems for the replacement deck. The staircase and railing systems were constructed according to the approved drawings. The southerly staircase was not installed. The staircase dimensions (rise and run)were correctly constructed. The staircase structure, stringers and treads were properly installed and attached to the foundations. The railings are the correct height for the deck elevation and the staircase. The railings were properly installed and attached to the framing system. Result- The Rear Deck Replacement, as verified by field inspection on October 12, 2020, is compliant with the approved drawings. The Rear Deck Replacement work was done according to and in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes Nicholas I M=aferro,P.E. OF W Y 5 5 J M 2 O'f'fr • jq �` � , O n - � Z(P�p 0. 05.1 �3 pEssIONP�' ' NOV 3 n 2020 51lT •A _ ,4 OU .c qr N r a �I i fa Am 46 46b oz 20 2PA 20 2D dow low & or � � , .. o _ r 1 I. Aqw r A" F r ' � t " "►, a ��yRL�t� r� r 111 M. " i3 i J a� " w•r T ! � 1 '! t � � �, '�,S 14(I�1 Ji,.} � _ f r rf �` _ t ... '� �qil](✓Nfli:°T-}a.t.!'tt :h,J�tyl r � e� � � �: �� ,.. V 1 +. Lt 4!5 Charitou Residence 4120 The Long Way, East Marion, N.Y. 11939 A. Girder L � 7 SEP 2 6 2022 E.;iwuv._ TOl, ;Ur • B. Pad ' s y Amt FIELD INSPECTION REPORT 'DATE COMMENTS JPAJS p � FOUNDATION(1ST) -------------------------------- FOUNDATION.(;ND) . Z ROUGH FRAMING:& y PLUMBING 6 as sk a, .M caw � DW-L .� INSULATION.PER N.Y. H STATE ENERGY CODE FINAL , ADDITIONAL COMMENTS Q In 10-.2,1 tlpAeCid Lb CO I s n JA4 , (n -p1-t(o (4 -1 qfi3liq 0 z d FIELD INSPECTION REPORT -DATE COMMENTS Z b FOUNDATION (IST) -------------------------------- FOUNDATION (2ND) CIO . rn ' H Q ROUGH FRAMING& PLUMBING .H ' r INSULATION PER N.Y. H STATE ENERGY CODE ' (0d L • G FINAL ADDITIONAL COMMENTS L9 FS- 2p 1 G0-0 - 7 � z S o ��' lei TOWN OF SOUTHOLD—BUILDING DEPARTMENT o� y= Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy�o ao�� Telephone(631) 765-1802 Fax(631) 765-9502 haps://www.southoldtovmny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only E C E � �n E Building PERMIT NO. g Insector: v Inspector: SEP 2 8 2021 DD Appiicati'ons and`forms.must be.filled out in their entirety:JncgTplete BUILDING DEPT. applicatlons'wilLnot be accepted :Where the.Applicant is not the owner,an : TOWN OF SOUTHOLD Owner's-Authorisation form'(Page 2)shall be completed. Date: OWNER(S)OF'PROPERTY, - Name: Mr. Kostas Charitou SCTM#1000-030.00-0002-097.000 Project Address: 4120 The Long..Way, East Marion, N.Y. 11939 Phone#: 718.986.3795 Email: 9_charitou@yahooMcom _. ._. _...___...__.__._..__ .__ ----.. Mailing Address: CONTACT PERSON: Name: Nigel Robert Williamson Mailing Address: P.O. Box 1758, Southold, N.Y. 11971 Phone#: 631.834,.9740 Email: nl el_architect hotmall.com DESIGN PROFESSIONAL`INFORMATION: Name: Nigel Robert Williamson R.A. Mailing Address: P.O. Box 1758, Southold, N.Y. 1,197,1 _u............ .._._-. _ .____.___.._.__..._..____.n .._...._ Phone#: 631 .834.9740 Email: nl el_architectf hotmail.com CONTRACTOR.INFORIVIATION:., Name: Mailing Address: Phone#: Email: DESCRIPTI ON'-OF.-PROPOSED:CONSTRUCTION ❑New Structure ❑Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other As-built Bedroom 4,Closets&Family Room in existing basement SQ •�T. $ Fill the lot be re-graded? ❑Yes ®No Will excess fill be removed from premisgs? Yes ONO 1 PROPERTY INFORMATION . Existing use of property: Single Family Dwelling Intended use of property: Single Family Dwelling Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R40 this property? I]Yes❑No IF YES,PROVIDE A COPY. ®Check Box After'Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by "Chapter 236 of the Town Code.'AP PLICATION IS HEREBY MADE to the Building Department for the issuance ora Buildingperr ik pursuant to,the Building Zone ordinance of thetown of Southoid,Suffolk;County,New York and other applicable taws,Ordfnanceo or Regulations,forthe construction of-buildings, additions,aherations onQor=removal or,demolition as herein described.The applicantagrees to comply with all applicable taws,ordinances,building code, housing code and regulations and to admit authdraed inspectors on premises and in baiiding(s)fog necessary inspections.false statements made herein are punishable as a Class A"misdemeanor,pursuant to Section 210.45 of the New York state Penal taw. - Application Submitted By(prinname): Nigel Robert Williamson ®Authorized Agent Downer c� Signature of Applicant: � Date: Za S� �-"'t�91-7 STATE OF NEW YORK) SS: COUNTY OF ) Nigel Robert Williamson being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the agent (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 ' 2- 1 1A0,rSAJ d-'�)10 I A day of —,20 Nary Public TRACE DWYER NOTARY PUBLIC,STATE OF NEW Y RK PROPERTY OWNER AUTHORIZATION No.01DW6306900 QUALIFIED IN SUFFOLK COUNT (Where the applicant is not the owner) COMMISSION EXPIRES JUNE 30,2 residing at V�,i(/ 7k 1/ox ! � S/ Ai b0� /V/ ��75 do hereby authorize Nigel Robert llliamson to apply on my be aIf to Town of Southold Building Department for approval as described h ein. 9 02,1 Owner's Signature Date Print Owner's Name 2 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD;NY 11971 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 N.Y.S.D.E.C. Trustees Flood Permit Examined 20 �d Storm-Water Assessment Form Contact: Approved ! 20 , Mail to: �f 4-0 04 Disapproved a/c � // Phone: .��_��9- /7 Expiration '.,20 l0 Building Inspector "APPLICATION FOR BUILDING PERMIT FEB - 7 2020 / Date �/,� � ,20 i� INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee accdrding to schedule. b.Plot plan showing location of lot and opbuildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may tot 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 CounN New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspec ons. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general coptractor,electrician,plumber or builder 7_'W_6) 17 e1z Name of owner of premises 4g'-4 bV (As 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. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on whish ,propo ed work wilt bF done: l C7nZJ PlJg f oetu On House Number Street Hamlet County Tax Map No. 1000 Section 3d Block 62 Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and int ed use and occupancy of proposed corystruction: a. Exiting use and occupancy Sl iM le-- iA1 L!j Ye51dqAtce- U�/ 442Gk— b. Intended use and occupancy �' -�-- 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work�,l` n 2 c.c> 1.0 l VLcl o W S (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 If garage, number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front Rear c9'? Depth AP Height -1d `e Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front Rear Depth o?0 � Height i,2 0 / Number of Stories 9. Size of lot:Front—9-?- / Rear O 0, Q Depth 359 10.Date of Purchase c90/ / Name of Former Owner 11.Zone or use district in which premises are situated A- L/O 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NOX 13. Will lot be re-graded?YES NOXWill excess fill be removed from premises?YES NO'�Q 14.Names of Owner of pemise h.A t2-t o V Address Phone No. Name of Architect KXg Address Phone No Name of Contractor T- 03. 17. Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO * IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C. PERMITS MAY B��iEQU1RED. b.Is this property within 300 feet of a tidal wetland?* YES NO/�/ * IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO-X *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) /3 av) V fi er being duly sworn,deposes and says that(s)he is the applicant (Name of indivifial signing ntract)above named, CONNIE D.BUNCH ID S) Notary Public,State of New York (S)He is the ��'L No o1BU6185050 (Contractor,Agent,Corporate Officer,etc.) Qualified In Suffolk County Commission Expires April 14,2 0 (� of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworvo before me —day of -Cb(I.1aN 20*.*:�Q r 3r0' n Notary Mblic Sig ature ofpp,cant l TM1V1OF SOT�;T 'IiOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEQ.ARTMENT Do you have or need the following,before applying? 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.NorthForLnet PERMIT NO. Check Septic Form Lf�Cl `t N.Y.S.D.E.C. Trustees Flood Permit Examined 20 Storm-Water Assessment Form Contact: Approved 20 1 Mail to: Oame.,r Disapproved a/c Phone: 1— 7 7 Expiration 20 -4t B in ctor. DEC 1 7 2019 APPLICATION FOR BUILDING PERMIT Date �a - , 20 (9 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (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 l J (As 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. Plumbers License No. Electricians License No. Other Trade's License No. 1. Locatiqn of land o which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section 3d Block Lot Subdivision Filed Map No. Lot J 2. State existing use and occupancy of premises and ' tended use and occupancy of roposed construction: a. Existing use and occupancy_,.51 h Usl 0, u. dLj v,H b. Intended use and occupancy S� e 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work_ D I �05� (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 If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of exisJinstructures, if any: Front Rear IS �o Depth 33 Height � ' -- Number of Stories / Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories r 9. Size of lot: Front. $V S/ Rear gd.b Depth 359 Z37 Sa 10. Date of Purchase J21!4 9O 1'q Name of Former Owner 11. Zone or use district in which premises are situated _ — 7 0 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded?YES NO /10 Will excess fill be removed from premises?YES NO 14.Names of Owner of premises CY"I�00 Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. z 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO * IF YES, SOUTHOLD TOWN TRUSTEES&D.E.C. PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland? * YES 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 v * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) -J�)w yff being duly sworn,deposes and says that(s)he is the applicant (Name of individtial signink contract)above named, CONNIE D.BUNCH (S)He is the -Jgsl 'Y Notary Publlc statR Of Now Ylork (Contractor,Agent Corporate Officer,etc.) No.01SU6185050 Qualified in Suffolk County av Commissin E t s A rl of said owner or owners,and is duly authorized to perform or have performed the said wort/anNorema�C�Ad?tleathis application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me s _day of ' 20 Notary Public Sign6fire of Applicant Fat,�.CO BUILDING DEPARTMENT- Electrical Inspector O G TOWN OF SOUTHOLD � y yTown Hall Annex- 54375 Main Road - PO Box 1179 o ` Southold, New York 11971-0959 y O� Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr southoldtownny.gov — seand(cD_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail Information Required) Date: Company Name: Name: License No.: email: Phone No: ❑I request an email copy of Certificate of Compliance Address.: JOB SITE INFORMATION (All Information Required) Name: N(Q , kosrgs CdaAfrra Address: 4120 THE l ojc, W Egsf MgfwJ tj'y. /193 Cross Street: R,,urC, Phone No.: -718. 986 -3711S- BIdg.Permit#: a!9W email: Tax Map District: 0 Section: 030, 000 Block: o002 Lot: 077.000 BRIEF DESCRIPTION OF WORK (Please Print Clearly) As , ByIc.r �SQAQD�t L1-. Gto. 61--s g FAM.L44 )�%om 1J Qusnj!l 8Ar6;MEJT r 647.5 2:-) . Gr. Check 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 ❑ Service Reconnect ❑ Underground ❑Overhead # Underground Laterals ❑1 ❑2 ❑H Frame ❑Pole Work done on Service? ❑Y ❑N Additional Information: PAYMENT DUE WITH APPLICATION o Electrical Inspection Form 2020.xlsx \ R .s BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD s '` `f Town Hall Annex - 54375 Main Road- PO Box 11.79 W Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 �., rogerr(cr southoldtownny.gov - seandCcDsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail information Required) Date: Company Name: Name: License No.: i-( 2,5 email: Phone No: 01 request an email copy of Certificate of Compliance Address.: JOB SITE INFORMATION (All Information Required) Name: Hp- , kosras CjgA1 1-rb Address: 41-20 'T-kg La,JG W4m Easy MPJ tJ• 1193 Cross Street: R,,,urIg, Phone No.: 718 986 . 37 Bldg.Permit#: K email: Tax Map District: 1000 Section: 03o. oca Block: 0o02- Lot: 097 000 BRIEF DESCRIPTION OF WORK (Please Print Clearly) A& , 801L-r Seppzoom 4 G..o.sc-rs �' FAM►LAN J�aoe�l JJ E:X1 �Jc, ��1�H lT f 647.5 SO- Check 2Check All That Apply: Is job ready for inspection?: ❑YES ❑NO ❑Rough In ❑Final Do you need a Temp Certificate?: ❑YES ONO Issued On Temp Information: (All information required) Service Size ❑1 Ph F-]3 Ph Size: A # Meters Old Meter# ❑New Service ❑ Service Reconnect ❑ Underground [:]Overhead # Underground Laterals 01 ❑2 ❑H Frame ❑Pole Work done on Service? ❑Y ❑N Additional Information: PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx ��' PERMIT# Address: Switches Outlets ` GFI's I� Surface Sconces (r(( 1 f H H's4#f UC its Fans Fridge HW Exhaust Oven W/D �j cA4— Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer AC �nI 1� AH�, blOW Hood Service M Amps Have Used Special: Comments: _ ('Gl1 /�f S ro-,4 4� 1`� a e t 1 arc �qv) � 9-CAI .- ruf $hJILDING DEP�ERTMENT-�Electrical•Inspec tor - - TOWN OF,SOUTHOED- s --543in-Road.--..PO-Box-1.179- -5-M. -- - DEC 2 2 202 ..-..---_._.__.a__.._.__._.....-.__.,Southold,_.New_YorkJ.1.971.-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 ^ �rogeri- southoldtownny.gov seand(a�southoldtownny.gov «5 r ' APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (AII;information Required) ,, Date: �o�' l6` 7ilJ 7iU Company Name: k1 k0✓. . . -._al S . . �u�!T . .. G✓ n.._.. cehagcd- Name: License No.: email: Phone No: ® I request an email copy of Certificate of Compliance` Address:: JOB'SITE-INFORMATION`."(Ali:infortiati R"" wired n: � . , ) . .... .......... Name: Address: a 0 Gv� G✓q :. Cr.oss'St e.et: 1h1f, oss 6✓a Phone:N:o:: /fS' :� ,,.L { .M}Y �'i':. Bldd.Pe�mit# UU SU a - s emiit:.� _ "�• ax Tax Map_District: 1000 Section: Alopk .�.,. e' .N L. Lot: �4•Yw, f 6!• TMV'L i .P"F•e•�JTR„ S:x.V=**d� BRIEF DESCRIPTION OF WORK:(Please Print Clearly) Circle All That Apply: Is,-job ready for i�ns ectiori? NO Rough In: Final . Do you need a Temp Certificate?: YES/ Issued'On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A #Meters Old Meter# Now Service_Fire:Reconnect- Flood Reconnect- Seice Reconnected - Underground -Overhead #Underground Laterals. A. 2.:' WFrarne. -Pole "Mork°don.'e?on.Service? Y N Additional Ir>tofmatio - Fr +pr _fT'DUE WITH,.APPLI.CATION- CP VR J, A/u�[p PERMIT# Address: Switches Outlets ' GFI's . Surface I Sconces .) H H's UC Lts Fans Fridge HW Exhaust Oven Dryer Smokes DW Service Carbon'. Micro, Generator Combo. Cooktop Transfer AC AH Mini y Special: Comments: /204i0v n OvEEO�/rC BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD -` Town Hall Annex - 54375 Main Road - PO Box 1179 o + a Southold, New York 11971Nth -0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(c�southoldtownny.gov — seand(a)southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Name: License No.: email: Phone No: 01 request an email copy of Certificate of Compliance Address.: JOB SITE INFORMATION (All Information Required) Name: Hp- . kosTiq r C)4 CM2.oi-b Address: .41-20 -r;fc LaJG W4m Ecasr McaJ t1u RL73 Cross Street: R aurg- Phone No.: 719 g -3 BIdg.Permit#: ^G� email: Tax Map District: 01 00 Section: 030, oco Block: 0002 Lot: 047 00'0 BRIEF DESCRIPTION OF WORK (Please Print Clearly) A c , AL)iL,T .SFDgoom -. C,iOSCT-g e� rA� 4aom fJ EKisyi .ICt - Check All That Apply: Is job ready for inspection?: DYES ❑NO ❑Rough In ❑Final Do you need a Temp Certificate?: DYES ONO Issued On Temp Information: (All information required) Service Size ❑1 Ph ❑3 Ph Size: A # Meters Old Meter# ❑New Service 0 Service Reconnect ❑ Underground ❑Overhead # Underground Laterals ❑1 ❑2 ❑H Frame ❑Pole Work done on Service? ❑Y ❑N Additional Information: PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx PERMIT# Address: Switches Outlets Willi GFI's l II Surface Sconces 1 HH's 4#t IX�1 UC Lts Fans Fridge HW Exhaust Oven W/D Smokes DW Mini Carbon Micro Generator Combo I . Cooktop Transfer ACIA� Hood Service M Amps Have Used Special: Comments: G/� S r G�'` �'26 t -�\,05o U r Z-, �� Scott A. Russell ,� DS111FQ'r ST01R.MWA\T]E1R. SUPERVISOR z MAN A\Gr]EMIENN7C' SOUTHOLD TOWN HALL-P.O.Box 1179 v' 53095 Main Road-SOUTHOLD,NEW YORK 11971 o Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES 'FFIIS PROJECT 11N'V0'S'E ANY OF TTT.R FOL'LOA•1711--dG: Yes No WHECK ALL THAT APPLYf [:IA. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. DAB. Excavation or filling involving more than 200 cubic yards of material N,ithin any parcel or any contiguous area. [:]19/C.,�/�C. Site preparation on slopes which exceed 10 feet vertical rise -to ❑[3' 100 feet of horizontal distance. D. Site preparation within 100 feet of N etlands, beach, bluff or coastal erosion hazard area. ❑[9'E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any \j atercourse. 11[3/F. Installation of new or resurfaced impel Vious surfaces of 1,000 square feet or more, unless prior approval of a Storm«ater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. �C If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control P1an and a completed Check List Form to the Building Department with your Building Permit Application. \PPLI(-\\I': Prnpn :i)o.'nt•r.Uc-r_i:Pi"tr-innal..\r,nt.c ,r.ra i:r.c)tls'r S.C.7.M. 1000 Date r.• s'-d i"n Block L-711 Lamar;lnlorma'.rcr. f J k� - Re\lc\\ed Bv: Dale: Property :\ 1dres�4 / Location of ('omtrtIction \foil- — — — — — — — — — — — — — — — — — 1 �A El ; \Ig)ro For proce��in«Budding Permit_ J 4��-J Slurnmaler\lanavcluenl Cuulrnl Plan Not Rumilr(A. "'�'IYI tornmater\lanacement (ontrol Plan Re(luu-ed. (ror\\aril to EnvineG•lng,l Department for Re\te\\,) I'0R.M -' S\'ICP--1_0S .MAY 2u 19 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: ld-l9 Owner: N �ri _ Location of Property: Auh"I 1-1 OY-L Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line)i Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): Kai Capacity(check applicable line): Owner ------------ Owner representative TrussReq16,docx Effective 1/1/2015 v I SUFFOLK CO.HEALTH DEPT.A H.S N%, (V,?,: i VIP Cil 19b� p1 II QE N. 76" .e A' icj" i c �c 9.�6 l rs QE_PS,OF�c >< C STATEMENT OF INTERb" /7 1 �-- ••� f�} G THE WATER SUPPLY AND.SEWAGE DISPOSAI 0 T--- SYSTEMS FOR THIS RESIDENCE WILT CONFORM TO THE STANDARDS OF, THI V4 SUFFOLK,CO. DEPT. OF HEALTH SERVICES `r. v APPLICANT Arta.2-9, Sjuare �eE of z SUFFOLK COUNTY DEPT. OF HEALTI SERVICES — FOR APPROVAL OI CONSTRUCTION ONLY i 379:S.z '. DATE: H.S.RfF.NO.: j ! v APPROVED: ( fI LOf 6? �NQCQ v� '•�� f SUFFOLK CO.TAX MAP DESIGNATION: 1 DIST. SECT. BLOCK PCL. MAP DF GROPE RT Y OWNERS ADDRESS: SCa/e S C_ VLA Qn UL ,4 rvn. TA Y VL HD S a =<y�or>rrm�::t .*77' /397 EA S T MAR/ON,N Y DEED:L. P. TEST HOLEAMP SUFFIDIX MiTY�pp��yyap ��r r: ,•na4:raJ.nv.a.m �7Ly'./..RLO.O Vr.LV �•..ti 't- ,•✓ o rc won of MAO43-RU-ND. JM,,�a=m2`,c: 't '*;4..rrrr.Y rn -.Kt bw1ro "• •.�..d r w f rml« The sewage disposal and water supply facdida for V6 ;',,e. .w o.r wt.nx iacatfon bane been inspected by this Dep dmat aWar other f t:• c �aeron nx•sn eheN run CWJ1 t3a(tl0 01 tk>sta afr �' JJ Y::.r v•�o'.•Awn 1.run. l .X G 'Q. �• .. WAY 1.w •' - ; �n.9�'rnm.nml'A7an�Y nr .. •:rq.�u dua ia,AN im.:• D „m rwr ao•��raw: a�aersddd asc.8�r987 (see n>.vnsn..w uaun Lol rtuon6e7rs skow» re;er 4, "A44p IL SEA of pGbb./e Qeracli FQtries; fi'/end !n ��i� uv' 41k- 66it'14f Clerk-'$ eIC'fiiCe as of Nejy MQ /V�l4JGeY 6266. -ma *�o``�cKy�ti'G9f Surveyed /Nayz7. /987. F� R RICK VAN TUYL.P.C. "T.—,& .'t s2b LIC[1M O LAND ft*WYORS cANO. OR>CRlfl�llT w*YORK IFENC [✓,l,JLJ g r(((/lJG lee wzsr 4 1.3 NORM 0.5'Nop,W 0.5'WEST 1 ACME FENCE' 1"YoRny ON LINE tOT 65 LCT 6. '• .�3.9 e�•z•C). D FENCE � 1 STORY ON LINE FRM.D6YG. M N ND.4120 1 LQ .ff18.� =15.0 FENCE rWOOD 1. . 2NORrH -J�ORC1�' r rNf spa A,PHA LT 1 MON. tE7.Y74b: 40 .?o 40 ML MAW mit £MCldsm At1� uASD,+n►r MM CA717 7r-—- M iile�A6' C M� CONCRM 4/0vcr -- �c .utC rz p ,�: AVMr GRAPHIC SCALL rALN. Vm oe Ao umjw smr Ww *VMW*atI INCH = 40 ALTT 0.9 ad YAW A► AN.W RY WALK 29-H xr, nix 1$04W Mlffy POE MAP OF LOT 64 J� AS SHOWN ON /��/ "MAP OF PEBBLE BEACH FARMS" S1MA7M AT EAST MARION ,, TOWN OF SOUTHOLD MAP NO.6265 FILED 611V1975 SUFFOLK COUNTY NEW YORK TAX MAP DESIGNATION 1000-030-02-097 REFERENCE NO: 18908 DATf 511712019 CHRISTOPHER HENN, L.S SURVEY SOLUTIONS c� e� CERTIFIED TO. LAN V S KOSTA S CHARITOU 46 D1X HUNTING NTING HILL DR. NY 11745 AIKATERINI PAPAZAHARIOU (631) 858-1675 FIDELITY NATIONAL TITLf COMPANY Fox 858-1676 N.Y.S: LIC. NO. 49857 TITLE NO.4629 (C)COPYRIGHT CASEMENT & AWNING WINDOWS Table of Casement and Transom Window Sizes Scale 1/8"(3)=P-0"(305)—1:96 1'-5- 1'-81/2" 2'-01/8° 2'-43/8" 2'-71/2" 2'-1115/16" 2'-93/4° 3'-43/4" 4'-0' 4'-81/2" Window Dimension (432) (521) 7�613". [(.-721) (800) (913) (857) (1035) ,(1435) - :2'-8 - 4';01/2P 4'- 81 3-0'A- 2'40 1/4 -9. 4 L51/2" 8'. 1 (870) (1048)'- (1448) Mln In In (533) (625). (733) �(813) --Rough Opening T445) — (927) Unobstructed Glass 125/s" 161/8' 193/4° 24- 271/8° 319/16" 125/8" 161/8' 193/4° 24- (casement.single sash only) -(32-1) _(4_10) —(50-2) -F61_0_) ' —(6-89) (802) (321) (410) (502) (610) 5 IV16" 23 9/16" 2611/16" 31 Ile 2815/16" 3515/16° 433/16" 1 5111/16" 12 3/16" 19 5/16" (791) (735) (1097) 1 Unobstructed Glass (913) (transom,single sash only) (-10) (398) T4 9—1) (599) (678) 1 - __pUSTOM WIR C. 01 CTR2910 CTR3410 CTR4010 CTR4810 CTR1510 CTRI810 CIR2010 CTR2410 CTR2810 CTR3010 FE1 OD LSD C? OO CTR21810 CTR22010 CTR22410 gLCUSiQN WIDTHS=;17"to=$5-1C 01 F0 C12 CW12* CN22 C22 CW22* CR12 CN12 CN225 C225 CW225* U) CR125 CN125 C125Iv r M M. ❑ d CW125* CX125 FBI Ful 01 1111 Im EEO N CN23 C23 CW23* CR13 CN13 C13 CW13* OX13 CXW13 CR23 F01 nEl F [FBI E 0 Ell CR135 CN135 C135 CW1350' CX1350 CXW1350 CR235 CN235 C235CW CN24 C24 CW240* CR14 CN14 C14 cW11 0 CX140 CXW140 CR24 t CR145 CN145 C145 cW1450' CX1450 CXW1450 CR245 CN245 C245 CW2450* C11 9 CR15 CN15 C15 CW150, CX150 CXW150** CR25 CN25 C25 CW250* cli ZA, CR155 CN155 C155 CW1550' CX1550 CXW1550*' CR255 CN255 C255 CW2550* C, A 'o 9 .ti '0 CR16 CN16 C16 CW160' CX160 CXW160*' CR26 CN26 C26 CW260* -'Window Dimension'always refers to outside frame to frame dimension. of building wraps,flashing,sill panning,brackets,fasteners or other items.See pages 210-211 for more details. :.Minimum Rough Opening'dimensions may need to be Increased to allow for use Dimensions in parentheses are in millimeters. OMeet or exceed clear opening area of 5.7 sq.fL or 0.53 ml,clear opening width of 20'(508)and clear opening height of 24'(610)with appropriate hinge specified.See tables on pages 29-30. *Meet clear opening width of 20'(508)using hinge With wash mode and control bracket(bracket can be pivoted for cleaning position)and meet clear opening width of 22"(559)using hinge for widest clear opening. •-Available with straight-arm operators(hinged for widest clear opening)only. ■ 124 CASEMENT & AWNING WINDOWS Casement Window Opening and Area Specifications(continued) Clear Opening Area Clear Opening in Full Open position VentArea Top of Subfloor I ;+ Window Hinge for Widest Hinge with Hinge for Widest• Hinge with Glass Hinge for Widest Hinge with to Top of Inside Overall Window , Number Clear Openin Wash Mode Clear 0 enin Wash Mode Hei t I Area Clear Opening enin Wash Mode I Sill Stop Area Sq.Ft./(mz)g I Sq.FL/(m9) Inches/(mm) I Inches/(mm) , Inches/(mm) ! •Sq:Ft/(m�). Sq.FL%(m2)g Sq.FL/(m2) Inches/(mm) I Sq.Ft/(m7) C255 7.6 (0.71) 6.0 0.56) 185/u, (465) 147/,8 (367) 59-& (1522) 16.4 (1.52) 15.3 (1.42) 15.0 (1.39) 19% (505) 21.6 (2.01) C26 8.5 (0.79) 6.7 (0.62) 185/,5 (465) 147/,5 (367) 67° (1702) 18.4 (1.71) 17.1 (1.59) 16.8 (1.56) 1273/,5 (325) 24.0 (2.23) ' 'C32• -=�-_ - 2.5 (023) 1.9 (0.18) 185/s (465) 1471,j (367) 19+/a° (489) 7.8 (0.73) 5.0 (0.46) 4.8 (0.45) 609/16- (1538) 12.0 (1.12) , 0325 . 3.0 (028) 2.4 (0.22) 185/,," (465) 1471u, (367) 231/,5 (595) 9.6 (0.89) 6.0 (0.56) 5.8 (0.54) 563/8 (1432) 14.1 (131) ;( C33. 4.0 (037) 3.1 (029) 185/,5 (465) 147/,5 (367) 317/u, (789) 12.8 (1.19) 7.9 (0.73) 7.8 (0.73) 483/4° (1238) 17.9 (1.66) v 0335 4.6 (0.43) 3.6 (0.33) 185/,5 (465) 147/,5 (367) 3515/,5 (913) 14.8 (1.38) 9.2 (0.86) 9.0 (0.84) 437/8° (1114) 20.4 (190) ' C34 _ 5.5 (0.51) 4.3 (0.40) 185/,5 (465) 14 7/15 (367) 43 5/8 (1095) 17.7 (1.64) 11.0 (1.02) 10.8 (1.00) 3611/,5 (932) 24.0 (223) C345 6.1 (0.57) 4.8 (0.45) 185/,8 (465) 147/,5 (367) 4715/,8 (1218) 19.7 (1.83) 12.2 (1.13) 12.0 (1.12) 317/5 (810) 26.4 (2.45) C35 7.0 (0.65) 5.5 (0.51) 185/15 (465) 147/15 (367) 55• (1397) 22.6 (2.10) 14.0 (1.30) 13.8 (1.28) 2413/,5 (630) 29.9 (2.78) ' CW12• - - - '' 3.0 (0.28) 2.5 (0.23) 229/,5 (573) 1811/,5 (475) 191/4° (489) 3.2 (030) 3.0 (0.28) 3.0 (0.28) 609/,6° (1538) 4.8 (0.45) 'CW125•� - 3.7 (0.34) 3.0 (0.28) 229/,5 (573) 1811/,5 (475) 237/,,° (595) 3.9 (0.36) 3.7 (0.34) 3.6 (033) 563/5 (1432) 5.6 (0.52) CW13• 4.9 (0.46) 4.0 (0.37) 229/,6- (573) SB 11/75 (475) 311/15 (789) 5.2 (0.48) 4.9 (0.46) 4.8 (0.45) 483/4' (1238) 7.1 (0.66) CW1350-` 5.7 (0.53) 5.1 (0.47) 229/,5 (573) 20° (508) 363/5 (924) 6.0 (0.56) 5.7 (0.53) 5.5 (0.51) 437/8 (1114) 8.0 (0.74) I, .CW14'0• ' 6.8 (0.63) 6.0 (0.56) 229/15 (573) 20° (508) 431/5 (1095) T.2' , .'.,._-_.,_-•:..,:-: ' ,�, •- (0.67) 6.8 (0.63) 6.6 (0.61) 36 u/,5 (932) 9.5 (0.88) 7.5 (0.70) 6.7 (0.62) 229/1/5 (573) 20° (508) 4715/,5 (1218) 8.0 (0.74) 7.5 (0.70) 7.3 (0.68) 317/8" (B10) 10.4 (0.97) .- �.Cw150• - 8.6 (0.80) 7.6 (0.71) 229/75 (573) 20° (508) 55" (1397) 9.2 (0.86) 8.6 (0.80) 8.4 (0.78) 2413/,5 (630) 11.8 (1.10) i CW1550! 9.4 (0.87) 8.3 (0.77) 22 9/,5 (573) 20" 508) 5915/,5 (1522) 10.0 (0.93) 9.4 (0.87) 9.1 (0.85) 19%- (505) 12.8 (1.19) CW160• 10.5 (0.98) 9.3 (0.86) 229/,5 (573) 20° (508) 67" (1702) 112 (1.04) 10.5 (098) 102 (0.95) 1213/,5 (325) 142 (1.32) 3 CW22• 3.0 (028) 2.5 (0.23) 229/,5 (573) 1811/15 (475) 191/4' (489) 6.4 (0.59) 6.0 (0.56) 6.0 (0.56) 609/,5 (1538) 9.6 (0.89) CW225• - 3.7 (034) 3.0 (0.28) 229/la° (573) 1811/,8 (475) 237/,8 (595) 7.8 (0.72) 7.4 (0.69) 7.2 (0.67) 563/5 (1432) 11.2 (1.04) t CW23• 4.9 (0.46) 4.0 (0.37) 229/18 (573) 1611/,5 (475) 311/,5 (789) 10.4 (0.97) 9.8 (0-91) 9.6 (0.89) 483/5 (1238) 14.1 (131) CW2350• 5.7 (0.53) 5.1 (0.47) 229/,5 (573) 20" (508) 363/5 (924) 12.0 (1.12) 11.4 (1.06) 11.1 (1.03) 437/8- (1114) 16.0 (1-49) CW2401 _'" 6.8 (0.63) 6.0 (0.56) 22 9/,8 (573) 20' (508) 43-/,- (1095) 14.4 (1.34) 13.5 (125) 13.1 (122) 36 71/75 (932) 18.8 (1.75) CW2450• 7.5 (0.70) 6.7 (0.62) 229/15 (573) 20° (508) 47,5/,8 (1218) 16.0 (1.49) 15.0 (1.39) 14.6 (136) 317/5 (810) 20.8 (1.93) CW250" 8.6 (0.80) 7.6 (0.71) 229/,5 (573) 20° (508) 55° (1397) 18.3 (1.70) 173 (1.61) 16.7 (1.55) 2413/,5 (630) 23-5 (2.18) • 9W255 P, '-- - - - 9.4 (0.87) 8.3 (0.77) 229/,5 (573) 20" (508) 5915/,5 (1522) 20.0 (1.86) 18.8 (1.75) 18.2 (1.69) 197/x' (505) 25.6 (238) CW260- _.._- - 10.5 (098) 9.3 (0.86) 22 9/75 (573) 20° (508) 67" (1702) 223 (2.07) 21.0 (1.95) 20.4 (1.90) 12-/,,' (325) 28.2 (2.62) . CW32•' 3.0 (0.28) 2.5 (023) 229/,,' (573) 1811/,5 (475) 19 1/,, (489) 9.6 (0.89) 6.0 (0.56) 6.0 (0.56) 60 9/15 (1538) 14.4 (1.34) CW325• - -- - 3.7 . (034) 3.0 (0.28) 229/,5 (573) 1811/,5 (475) 231/,5 (595) 11.7 (1.09) 7.4 (0.69) 7.2 (0.67) 563/5 (1432) 16.8 (1.56) CW331 4.9 (0.46) 4.0 (0.37) 229/u, (567) 1811/,8 (475) 31 i/,8 (789) 15.6 (1.45) 9.8 (0.91) 9.6 (0.89) 483/,° (1238) 21.1 (1.96) CW3350•,_ _ 5.7 (0.53) 5.1 (0.47) 229/,5 (567) 20" (508) 363/5 (924) 18.0 (1.67) 11.4 (1.06) 11.1 (1.03) 431/5 (1114) 24.0 (2.23) �t ;•CW340"' 6.8 (0.63) 6.0 (0.56) 229/,5 (567) 20" (508) 431/5 (1095) 21.6 (2.01) 13.6 (1.26) 13.1 (1.22) 3611/,5 (932) 28.2 (2.62) (CW,345-0•, _ 7.5 (0.70) 6.7 (0.62) 229/,5 (567) 20• (508) 4715/,5 (1218) 24.0 (2.23) 15.0 (1.39) 14.6 (1.36) 317/5 (810) 31.0 (2.88) CW350- - 8.6 (0.80) 7.6 (0.71) 229/,5 (567) 20" (508) 55" (1397) 27.6 (2.56) 17.2 (1.60) 16.7 (1.55) 24t3/,5 (630) 35.2 (3.27) CX125.,, - 4.2 (0.39) 3.5 (0.33) 25 i1/,5 (653) 21,3/15 (554) 231/,5 (595) 4.4 (0.41) 4.2 (0.39) 4.1 (0.38) 563/8' (1432) 6.2 (0.58) i,.CX13 - 5.5 (0.52) 4.7 (0.44) 2511/,8 (653) 2113/,5 (554) 311/15 (789) 5.9 (0.54) 5.5 (0.52) 5.4 (0.51) 483/•° (1238) 7.9 (0.73) CX1350 . 6.4 (0.60) 5.4 (0.51) 25 ii/,5 (653) 2113/,5 (554) 35'5/15 (913)• 6.8 (0.63) 6.4 (0.60) 63 (0.59) 43%" (1114) 89 (0.83) n CX140 7.7 (0.72) 6.5 (0.61) 2511/,8 (653) 2173/,5 (554) 431/5 (1095) 8.1 (0.76) 7.7 (0.72) 7.6 (0.70) 3611/,5 (932) 10.5 (098) ' CX1450. 8.6 .(0.80) 73 (0.67) 2511/,5 (653) 2113/15 (554) 4715/,5 (1218) 9.0 (0.84) 8.6 (0.80) 8.4 (0-78) 317/5 (810) 11.6 (1.07) 9.8 (0.91) 8.3 (0.77) 2511/,5 (653) 2113/,5 (554) 55• (1397) 10.4 (0.96) 9.8 (0.91) 9.7 (0.90) 2413/75 (630) 13.1 (122) i CX155,0- 10.7 (0.99) 9.1 (0.84) 25 71/,5 (653) 210&' (554) 5915/,e° (1522) 11.3 (1.05) 10.7 (0.99) 10.5 (0.98) 19 7/5 (505) 14.2 (132) (j4 "CX160 12.0 (1.11) 10.1 (0.94) 2511/,5 (653) 2113/,5 (554) 67" (1702) 12.6 (1.17) 12.0 (1.11) 11.8 (1.09) 121'/,8 (325) 15.7 (1.46) ' CX23 - 5.5 (0.52) 4.7 (0.44) 2511/15 (653) 2113/,5 (554) 311/15 (789) 11.7 (1.09) 11.1 (1.03) 109 (1.01) 483/4 (1238) 15.7 (1.46) ` CX2350 6.4 (0.60) 5.4 (0.51) 2511/,5 (653) 2113/15 (554) 3515/,8 (913) 13.5 (1.26) 12.8 (1.19) 12.6 (1.17) 437/5 (1114) 17.8 (1.65) CX240 - 7.7 (0.72) 6.5 (0.61) 2511/15 (653) 21-/15 (554) 431/5 (1095) 16.3 (1.51) 15.4 (1.43) 15.1 (1.41) 3611/15 (932) 20.9 (1.94) .•012450 6.6 (0.80) 7.3 (0.67) 251,/,5 (653) 2113/,5 (554) 4715/,5 (1218) 18.1 (1.68) 17.1 (1.59) 16.8 (1.56) 311/e" (810) 23.0 (2.14) '} CX250 _ 9.8 (0.91) 8.3 (0.77) 2511/„" (653) 2113/75 (554) 55° (1397) 20.7 (1.93) 19.6 (1.82) 193 (1.79) 2413/,5 (630) 26.1 (2.42) .CXW13 0 6.5 (0.60) 5.6 (0.53) 301/5 (765) 261/.' (667) 311/,5 (789) 6.8 (0.63) 6.5 (0.60) 6.1 (0.57) 483/4' (1238) 9.0 (0.84) CXW1350 .:'.-` 7.5 (0.70) 6.6 (0.61) 301/5 (765) 261/5 (667) 35-/,6- (913) 7.9 (0.73) 7.5 (0.70) 7.0 (0.65) 437/,' (1114) 102 (0.95) ; CXW140 : - 9.0 (0.84) 7.9 (0.73) 301/5 (765) 261/4° (667) 431/5 (1095) 9.5 (0.88) 9.0 (0.84) 8.4 (0.78) 36',/75 (932) 12.0 (1.12) CXW1450' 10.0 (0.93) 8.8 (0.82) 301/5 (765) 261/° (667) 4715/18 (1218) 10.5 (0.98) 10.0 (0.93) 9.4 (0.87) 311/5 (810) 13.2 (1.23) 0'; CXW150••.' 11.5 (1.07) - 303/8 (765) - 55" (1397) 12.1 (1.12) 11.5 (1.07) - 2411/18 (630) 14.9 (1.38) 8 C%W1550•• 12.6 (1.17) - 301/5 (765) - 59 L5/,5 (1522) 13.1 (122) 12.6 (1.17) - 197/B" (505) 162 (1.51) ' CXWI60••'- 14.0 (1.30) - 301/5 (765) - 67" (1702) 14.7 (137) 14.0 (1.30) - 1213/,5 (325) 17.9 (1.66) CXW23, 6.5 (0.60) 5.6 (0.53) 301/5 (765) 261/a (667) 311/le' (789) 13.6 (126) 13.0 (1.21) 122 (0.57) 483/5 (1238) 17.9 (1.66) ' OXW2350 7.5 (0.70) 6.5 (0.61) 301/6" (765) 261/5 (667) 355/15 (913) 15.8 (1.47) 15.0 (139) 14.0 (0.57) 431/5 (1114) 20.3 (1.89) CXW240 9.0 (0.84) 7.9 (0.73) 301/8 (765) 261/4° (667) 431/5 (1059) 19.0 (1.77) 18.0 (1.67) 16.8 (0.57) 3611/„" (932) 23.9 (222) CXW2450 10.0 (0.93) 8.7 (0.81) 301/e (765) 261/a° (667) 4715/15 (1218) 21.0 (1.95) 20.0 (1.86) 18.8 (0.57) 317/5 (810) 26.3 (2.44) CXW250"r 11.5 (1.07) - 301/5 (765) - 55' (1397) 24.2 (2.25) 23.0 (2.14) - 2413/,8 (630) 29.8 (2.77) •'rop of Subfloor to Top of Inside Sill Stop'is calculated based upon a structural header height of 6'-101/?(2096). •Dimensions in parentheses are in millimeters or square meters. OMeet or exceed clear opening area of 5.7 sq.ft.or 0.53 m3,clear opening width of 20"(508)and clear opening height of 24°(610)with appropriate hinge specified. *Meet clear opening width of 20"(508)using hinge with wash mode and control bracket(bracket can be pivoted for cleaning position)and meet clear opening width of 22°(559)using hinge for widest clear opening. -Available with straight-arm operators(hinged for widest clear opening)only. 30 AndeWINrsenDOWS-DOORS° Sound Transmission Ratings for 400 Series Windows&Patio Doors Andersen*NFRC Certified Total Unit Performance 4 For current performance information,please visit andersenwindows.com. For current performance information,please visit andersenwindows.com. I- ( Andersen Product High-Performance Dual-Pane GlassType j U-Factor'I SHGCz f VTa Sound Outdoor/Indoor Transmission Transmission I Without-Grilles 0,290}31 0.54 j Andersen Product Test Size Class(STC) Class(DRC) w' Simulated Divided Light Grilles 0.29 0.29 0.49 ( - o Fnelight"Grilles 0.30 0.29 0.49 d Casement&Awning Windows �'. Full Divided Light Grilles 0.29 0.29 0.49 L t, Casement 36°z 72° 26 22 without Grilles 0.25 0.31 0.52 w Simulated Divided Light Grilles 0.25 0.28 0.47 Awning 30°x 60' 26 215= Fnelight Grilles 0.26 0.28 0.47 Casement/Awning Picture 60'x 72' 29 25 .400,Serles # Full Divided Light Grilles 0.26 0.28 0.47 "' ..-Ws - Without Grilles -0.29 0.20 0.30 I, Casement Wl�dows� _ Woodwright'Double•Hung Full-Frame Windows AND AND-N-1 w= Simulated Divided tight Grilles 0.29 0.18 0.27 Double-Hung 46°x77' 28 23 Fnelight Grilles 0.30 0.18 0.27_ Full Divided Light Grilles 0.30 0.18 027 Picture 48"x 48° 28 23 Without Grilles_0.28 0.21 0.48 Transom 40"x 46' 28 22 Win Simulated Divided Light Grilles 0.28 0.19 0.44 E Fnelight Grilles 0.29 0.19 0.44 Woodwright'Double-Hung Insert Windows `" Full Divided Light Grilles 0.29 0.19 0.44 Without Grilles 0.24 0.21 0.47 Double-Hung 20"x6D" 26 21 ._ Simulated Divided Light Gilles 0.24 0.19 0.43 _ 4, Picture 53%x 78' 30 26 g E= Fnelight Grilles 0.25 0.19 0.43 Full Divided Light Grilles 0.26 0.19 0.43 i' Transom 53"x 78' 30 26 i Without Grilles 0.31 0.28 0.47 Tilt-Wash Double-Hung Full-Frame Windows w Simulated Divided Light Grilles 0.31 0.25 0.42 Fnelight"Grilles 0.31_ 0.25 0.42 Y Double-Hung 46'x 78' 26 23 Full Divided Light Grilles 0.31 0.25 0.42 -_ Picture 68'x 77' 30 25 Without Grilles 0.27 0.27 0.46 w Simulated Divided Ught Grilles 0.27 0.25 0.41 Transom Fnelight Grilles _0.2_7 0.25 0.41 Tilt-Wash Double-Hung Insert Windows Complementary Series R Full Divided Light Grilles 0.29 0.25 0.41 Complementary Without Grilles_ 0.31 0.17 0.26 g 32'x 76' 27 24 Casement Windows v Double-Hun w= Simulated Divided Light Grilles 0.31 0.16 0.23 Ario-N-107 9" Firelight Grilles 0.31 0.16 0.23 Picture - - - Full Divided Ugh[Grilles 0.32 0.16 0.23 Transom - - - _Without Grilles 0.30 0.18 0.42 ° 26 22 w j3 Simulated Divided Light Grilles 0.30 0.17 0.38 72°x 60 Gilding Windows � �E Fnelight Grilles 0.30 0.17 0.38 Specialty Windows 72'x6 30 25 Full Divided Light Grilles 0.31 0.17 0.38 Without Grilles 0.27 0.18 0.41 Complementary specialty Windows 72"x 60' 30 25 $r'n Simulated Divided Ught Grilles 0.27 0.17 0.37 o E Fnelight Grilles 0.27 0.17 0.37 Frenchwood'Gliding Patio Doors vEi % Fuil Divided Light Grilles 0.28 0.17 0.37 Single Stationary 50°x 80' 31 26 Without Grilles 0.29 0.31 0.53 htro-Panel 72"x 80' 31 26 w Simulated Divided Uglit Grilles _0.29 0.28 0.48 o Firelight"Grilles 0.29 0.28 0.48 Four-Panel - - - J Full Divided Light Grilles 0.29 0.28 0.48 Without Grilles 0.25 0.30 0.51 Frenchwood'Hinged Inswing Patio Doors _ s _ w Simulated Divided Light Grilles 0.25 0.28 0.47 Single Active 36'x 80' 32 27 Fnelight Grilles 0.26 0.28 0.47 72°x 80' 31 26 400 Series 3 Full Divided Ught Grilles 0.26 0.28 0.47 Two-Panel Awning Windows Without Grilles 0.29 0.19 0.29 C . - Three-Panel - - - AND-N-2 W= Simulated Divided Ught Grilles 0.29 0.18 0.27 o in FinelightGrilles 0.30 0.18 0.27 Frenchwood'Patio Door Sidelights&Transoms J Full Divided Light Grilles 0.30 0.18 0.27 Sidelight 18'x 82' 32 26 . Without Grilles 0.28 0.21 0.47 W m Simulated Divided Light Grilles 0.28 0.19 0.43 Transom 72°x 22• 29 25 e 1 Fnelight Grilles 0.29 0.19 0.43 Complementary Springllne&Arch Hinged Inswing Patio Doors Full Divided Light Grilles 0.29 0.19 0.43 Without Grilles 0.25 0.20 0.46 Single Active 38'x 90' 30 25 W Simulated Divided Light Grilles 0.25 0.19 0.42 Two-Panel 75'x 90' 30 25o m\ Fnelight Grilles 0.25 0.19 0.42 J s Full Divided Light Grilles 0.26 0.19 0.42 Complementary Springiine&Areh,Hinged Ouiswing Patio Doors continued on next page Single-Panel 38'x 90' 31 25 Two-Panel 75'x90' 31 25 Low-E4'SmartSur;° Low-EV7°Low-E4'Sun'andHeatLock'areAndersen trademarks for'Low-E'glass. •°Sound Transmission Class(STC)'&'Outdoor/IndoorTransmissian Class(OITC)°ratings are for individual 1)U-Factor defines the amount of heat loss through the total unit in BTU/hr/ft?°F.The lower the value,the represent entire unit. less heat is lost through the entire product.Window values represent non-tempered glass.Use of tempered units based on independent tests and •This data is accurate as of February represent Due to ongoing product changes,updated test results or new glass can increase U-Factor ratings.See andersenwlndows.com/nfrc for specific performance values.Door industry standards,this data may change over time. values represent tempered glass.2)Solar Heat Gain Coefficient(SHGC)defines the fraction of solar radiation Contact your Andersen supplier for more information. admitted through the glass both directly transmitted and absorbed and subsequently released inward.The lower the value,the less heat is transmitted through the product.3)Visible Transmittance(VT)measures how much light comes through a product(glass and frame).The higher the value,from 0 to 1,the more daylight the product lets in over the product's total unit area.Visible Light Transmittance is measured over the 380 to 760 nanometer portion of the solar spectrum. •NFRC ratings are based on modeling by a third-party agency as validated by an independent test lab in compliance with NFRC program and procedural requirements. •This data is accurate as of February 2019.Due to ongoing product changes,updated test results,or new industry standards or requirements,this data may change overtime.Ratings are for sizes specified by NFRC for testing and certification.Ratings may vary depending on use of tempered glass,different grille options, glass With capillary breather tubes for high altitudes,etc. *Low-E4;°°Low-E4'SmartSuri°and'Low-E47 Sun' 201 CASEMENT & AWNING WINDOWS FEATURES Frame ID A seamless one-piece,rigid vinyl P R 0 T E C T 1 0 N frame cover is secured to the exterior Casement and awning windows are units to achieve higher performance of the frame to protect the wood frame available with StormwatchO Protection. ratings.Performance Grade(PG)Ratings from moisture and maintain an attractiveVisit andersenwindows.com/coastal are more comprehensive than Design appearance while minimizing maintenance. for more details. Pressure(DP)Ratings for measuring product performance.Contact your Andersen The seamless rigid exterior vinyl cover Performance Grade(PG)Upgrade supplier for availability.For up-to-date extends I Ys"(35)around the perimeter of Performance upgrades are available for select performance information of individual the unit.This creates a flange to help seal the unit to the structure. casement and awning sizes,allowing these products,visit andersenwindows.com. O Wood frame members are treated With a water-repellent preservative for EXTERIOR INTERIOR long-lasting*protection and performance. Hardware Interior stops are unfinished pine. Smooth Control Hardware System Low-maintenance prefinished white, The smooth control dark bronze and black interiors are f hardware system • ---—----------- also available. employs a worm 5�hite Canvas Sandtone Terratone Pine White gear drive for easy Sash operation.Units ia- Rigid vinyl encases the entire sash with a wash mode —a vinyl weld protects each sash corner have hinges that for superior weathertightness.It maintains move the sash away Forest Dark Black Dark Black" an attractive appearance and minimizes from the frame to Green Bronze Bronze" maintenance. provide easier glass cleaning.CXW15, Naturally occurring variations in grain,color and texture of wood make each window CXW155,CXW16 and CXW25 sizes are not one of a kind.All wood interiors are unfinished unless a prefinished option is specified. O Wood core members provide excellent available with wash mode.Hardware option structural stability and energy efficiency. and finish must be specified.Operator HARDWARE FINISHES Flexible bulb weatherstrip or vinyl handle and cover sold separately. closed-cell foam weatherstrip is factory :IM. installed on the perimeter of the sash. Single-Actuation Casement Lock :9 Glass r I Antique Black Bright Brushed Distressed Distressed Brass Brass Chrome Bronze Nickel A glazing bead and silicone provide E r—, superior weathertightness and durability. 0 High-Performance glass options include: Gold Dust Oil Rubbed Polished Satin Stone White Bronze Chrome Nickel ..--gLass On casement windows,a single-actuation 9 Low-E4 HeatLocP glass lock easily releases all locking points on Distressed bronze and oil rubbed bronze are giving'finishes that will change with time and use. e Low-E4 Sun glass casement sash while the reach-out action a Low-E4 SmartSun-glass eliminates binding when closing.The lock CASEMENT&AWNING HARDWARE OPTIONSt a Low-E4 SmartSun HeatLock glass handle is offered in finishes that coordinate Tempered glass and other glass options are with your specified hardware option. ESTATE- available.Contact your Andersen supplier. Awning Sash Looks A removable translucent film helps shield the glass from damage during delivery and construction and simplifies finishing at the jobsite. Stone =Wht. Antique Brass I Bright Brass Patterned Glass Brushed Chrome I Distressed Bronze Distressed Nickel I Oil Rubbed Bronze Patterned glass options are available. See page 12 for more details. Polished Chrome I Satin Nickel Awning sash locks provide an added measure of security and weathertightness. TRADITIONAL FOLDING CONTEMPORARY FOLDING Hardware style and finish options are compatible with Andersen®casement windows to ensure consistency in appearance when used in combination designs. Visit andersenwindows.com/warranty for details. Antique Brass I Black I Bright Brass Black I Bright Brass Dark bronze and black interior.,are only available with dark bronze an,black Distressed Bronze I Distressed Nickel exteriors respectively. Gold Dust I Oil Rubbed Bronze Gold Dust I Oil Rubbed Bronze I Satin Nickel Satin Nickel I Stone I White t Hardware sold separately. Dimensions in parentheses are in millimeters. Stone I White Printing limitations prevent exact replication of colors and finishes. Folding handle avoids interference with window treatments. See your Andersen supplier for actual color and finish samples. Bold name denotes finish shown. Q, 20 Andersen® 400 SERIES ACCESSORIES Sold Separately Frame Hardware Insect Screens _ Extension lambs Corrosion-Resistant Components Operator Spline CoverTr'uSceneIhsect;Scrl;ey _ An operator spline cover is an attractive cap that covers the roto operator stud when the handle has been removed to control access or operation of the window.The f ` Corrosion-resistant hinge and operator operator spline cover should not be used j arm hardware is designed for applications on any window designated or intended for \ in harsh and corrosive environments such emergency escape or rescue.Please consult _ as heavy industrial or coastal areas: your local building code official for local Exclusive Andersen TruScene insect screens Window Opening Control Device Kit egress code requirements. provide over 50%more clarity than our P f; conventional insect screens for a beautiful Power Operator for Awning Windows unobstructed view.They allow more fresh air Standard jamb depth is 2%"(73). and sunlight in while doing a better job of Extension jambs are available in = - _,; keeping out small insects.For casement unfinished pine or prefinished white. j _, Y and awning windows,frames are available Some sizes may be veneered. in stone,white,dark bronze or black or with y r pine veneer interiors to blend with the woad Factory-applied and non-applied interior ... �M4''` 4yy:. interior of the window. extension jambs are available in%s"(1.5) v-"" i= o increments between 4 9/ia"(116)and A Window Opening Control Device Kit is Conventional Insect Screen 7%a"(181).Extension jambs can be factory available,which limits sash travel to less than 4"(102)when the window is first Awning windows can be ordered with Conventional insect screens have charcoal applied to either three sides(stool and g apron application)or four sides(picture opened.Available factory applied or field an operator enhanced by PowerAssist" powder-coated aluminum screen mesh. frame casing). applied in stone,white and black. technology that opens and closes the Available with frames in white,stone,dark window with the touch of a button.Easy bronze or-black. Thick Replacement Extension Jambs Special Use Operator Handles to install,the 24-volt system features a To help preserve original alignment of trim Available in Classic Series design only. concealed window power drive,battery Grilles and paint lines in replacement situations, backup in case of a power outage and a Grilles are available in a variety of special 1'/a"(29)thick replacement Compact Operator Handle moisture sensor that automatically closes configurations and widths.For casement extension jambs are available.Factory- - Specially the window when it rains.A wireless remote and awning window grille patterns,see applied and non-applied extension jambs j designed control is available(sold separately). page 34. are available in Z5"(1.5)increments for use in The PowerAssist system is controlled by a rs ' between 4'/is(116)and 7'/a"(181). situations wall-mounted console,which includes a Exterior Trim Non-applied extension jambs are available where blinds or other window treatments power box,battery,touch pad and mounting This product is available with Andersen in 12'(3658)lineals.Detail on page 34. interfere with standard operator handle. bracket.Windows can be ordered factory- exterior trim.See pages 175-180 for details. Available in white or stone finish. prepped to save time or they can be ordered Drywall Return Bead as a field kit.Power driver requires field Easy-Grip Handle installation.PowerAssist technology CAUTION: r eliminates need for sash locks.Available Larger knob •Painting and staining may cause damage to makes it for windows up to five feet wide.Not rigid vinyl. ., easier to grip available for units with Stormwatch° •Do not paint 400 Series windows with white,canvas, - --- - Protection or performance upgrades. Sandtone,forest green,dark bronze or black exterior ( � and operate. colors. Available in white •Andersen does not warrant the adhesion or or stone finish. Security Sensors performance of homeowner-applied paint over vinyl or other factory-coated surfaces A drywall return bead is available in a Metal T-Handle --- VeriLockO Sensors •400SerieswindowsinTerratonecolormaybe painted any color lighter than Terratone color using narrow or wide dimension with unfinished -- y VeriLock sensors are available in five colors. quality oil-based or latex paint. pine or prefinished white interiors.Can be ® .X, �. See page 15 for details. •For vinyl painting instructions and preparation, ordered factory-applied or in non applied r contact your Andersen supplier. lineals.Detail on page 34. Open/Closed Sensors •Do not paint weatherstrip. •Creosote-based stains should not come in contact Our smallest operator handle,the metal Wireless open/closed sensors are available with Andersen products. T-handle,may make it more difficult for in four colors.See page 15 for details. •Abrasive cleaners or solutions containing corrosive For more information about young children(5 and under)to open the solvents should not be used on Andersen products. glass,patterned glass,art glass, window.For more information on child Glass grilles and TruScene insect Safety,write: screens,see pages 12-14. Andersen Corporation Andersen®Art Glass For more information about Lookout for Kids"Program Andersen art glass panels came in a variety combination designs,product 100 Fourth Avenue North of original patterns.See pages 173-174 performance,installation Bayport,MN 55003 for details on Andersen art glass.Visit instructions and accessories, Call 1-800-313-8889 or email us at andersenwindows.com/artglass for ti f i tt d ilpattern information.tas an see pages 181-211 or visit IofkC�?andersencorp.com. de •Visit andersenwindows.com/warranty for details. andersemvindows.com. Dimensions in parentheses are in millimeters. 21 AS= SU�L-T... BED�.00M 4, CI-os&T5 i F&Fln-Lr Roots . �19!, L HP . N1 R5. _CT . G.HaRITou120 THE Lo�•� Wa F-As-r MolzlotJ I.I. I ICISEP 2 6 2022 i � F-xT� pubuc klay G.T.t-1 . 1000 - 030,00.. 0002-.097,000 �.'.siLE7lhi: :=. i TO U Lr ,I I \- DIS TO'v„: O I ID R. I 'LF C gEw D _.._ .. ;QO-r& ;. PRoVtDI; BvTH HoizgoorAj, — ... 1111 . . . . -. . T0._BE—.RI MOVED. .. - I✓RT.I G6�L 12E L.6r,41 h1G� _ Exrcr-, ff-K E EntSTl, NEW 1�IALl.5.. - {W H.R. q4p.*BD, OW 2x4° WD, STUDS Ld 1(o"c.G. A$:=$UILTT_..�, Z _:.____... .... Ax,5D IeJSUt.. SETWi.I, L. ri _ wl R-IS SoNIJs .._MarhsvlLt.� . I<I�FT . - - — 2 1111:. q � ►�v� M , — — — I V BO x OJT .PI.PS.@.c;F-t . 1 .BoX.OUT..GLEA.1.lO171—Ca GE{u I Ql:IDERSEIJ W-illlDo p D01�1 CG`. 1PROV IDE6CXF-5S..HATCH. Slop CW'14, W LL _ SINIc. u �• iil _ I'V pRoVIDt✓ 24 cI,FAR,.{uc 4 s o� ExT4,-_Wlwoo Mpvmll u'p L,IQ, Fp-:OM ExisIZ10 I As_=..BU7.LT, o0 ► Fuz-uL1' .. VV .. 1 ` GILL-HD. rl'—roe AS-.BoC ... (TGr: VTILIr� _ Ib - - ---E M 1 L�•(_Ro-O-H - �o - GIrGr. MGH T ?-4 - C,LC%r, HQ-14T. 7'434 N tH rr tr�IR�cr I1.S 5Q ; Her Hp HFATER Ex IST I I.I.CT. �8ox our PIPE- cEIwN� N pp2Lt^ss P A 1oI ..1'0, 000 BN .HP, St-tOkE�coQ$Ot_1 r CXTCV- -t' BLE¢, t•'I i .. I �--� � - �'"��, S DErEG+roa n .z� CoODWS 131,47 SMO-kE.�GC•RCi01.1 ?�; $MOKE� --,� ry R Z DF-TF-CTM �3 pETEL R. <t COOL ; . I lusroL�:..'Gg.% 11.3 SON).10 F,rrc - - ac��l2� 1•, � � -*a.><_Z-01x_1-o_D:a oo x - ol :t I - ►-� 4 ._ --4 Bae:[3om n tTl o►.�'s oo - ® I I Tla I I I I =FxTG=.S17...cot. ...:,... --MHC E ESCTCr sri..CoLL. . r d1z L t3- _. .SDE � ..._..up.13R. 3.q/,�•-:.-- --1.111.. I - 3'-O"I4 GUAP-VIZaIIw..aac►1 �xrSTltJG-. ST::: - DErEGTOR, � a , rr---------• Q ? SIOES OFF- -- As" AZAs RIXI WILL hLLOW., ITHEIL o SOLID OL AALV;Tl% :rar- L s _1FSS :TFteN:4: WEi '�3.q-�' oo I L-Y ROOM. ,(AS-BUILT.) ; ; 400 SERB , S 3 -1 �LCCQ•� CrKP). G►J.14=.tIJN.rtt:.. 5O �• 511 T'. ' ' GLASSIG �} Qo . .EXTGf, Wimbow --bLa-.HGHT• 7-(03/4 — — — — - .. I�E:�[�., 7+3 FLR- �u}�L� Sry'-gl4' ; — — Q _ .rte --�zusc�►Jt:_ — � ; o �.lt{-{+- HD 1'-1p 1 L7V�L• �7WIO;60o�- ._..ASSG2 sr:Gr � 1-o"D ,•111:1_ .:(o_ • ; ; - . .- ._. F1 ..pa --I_ -------- - p.. dRGGtHwIT� __ ESENT EOW(Tt�,=� $.E: RkL1o.T,xHO 4.cior-5 3 1511u1,.1l t-.T ExrG- -.� '[CAJDERSE.W I� 1DOW RO, 2 . .' _ � C-0 H2O Haa,� �NdJDp 0-EX[G._GIttD F='�1EW;StI.�Wt.. _ G._ AD 1iDDE'D% ._'. 1111.._.......... . .. .... � ; ' --- - -- - _1111_........ � BO 17500/ So -4 ,0971 S GAL _ l-O SAS=EM�1JT }�LL�iJ. (EXIST' NGS). . . N LGE'L . RoB�.R-r WILI-14H.500..-'.AR-CHIT EGT� P . � urN.ol�, ISI E �4 DCE-: 28"`3;E>�TbHam 2021, AC O� APPR VED AS NOTED DATE: . B.P.# FEE: rD BY; NOTIFY,BUILDING :'CPARTMENT .AT Blower door 765-1802 8 AM TO q K-1 FOR THE and ductwork FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED testing required. FOR POURED CONCRETE 2. ROUGH:- FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRI'71ON MUST BE COMPLETE FC -0. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF -.9 PLO NEW YORK STATE & TOWN CODE" WATER INES NEE E ,�, >I�(IkTER LINES NEED AS REQUIRED AND CONDITIONS Oi TiG: FORE COVERING BA Snl ITNni n mieini ci en'NING B ARC SGftTi#;3tBfiM TRUSTEES 4vy-i E— OCCUPANCYOR PLUMBER CERT1Fl(�A'lON' USE IS UNLAWFUL ON LEAD CONTENT BEFUf'F CERTIFICATE OF OCCUPA t`•'`:'. WITHOUT CERTIFICI SOLDER'USED IN WATEk OF OCCUPANCY SUPPLY SYSTEM CANNA" 7. EXCEED 2/10 OF 1% L.<,�r-. ELECTRICAL INSPECTION REQUIRED AS BUIt:.T.. B�DtZ00M CL-oSES T ,4NtIL ooM R 11 L� R F ! MR. �''�RS, .CT. , GHaRITou SEP 2 8 2021 120 THE Lo1��: I,�la�t F. s-r Nt o Paw IJ.Y. •.I I q 3 ;i11LDINGDEPT. I I f I Exrc. pubuc k A\f S. O.T. I`'( . IOOO - C73O,O0 - OOD2-0g7,000 TOWN OFSOUTHOLD •o -� -ro u LI � va • • • �• to I � I � • L:EcTE.w DOTE PP ' D E.. ' Bs7Tt-1 HORI3oUrA L. 3E :BEHOVED. _: VERTIG&L 2E I7L66tC11lG-. EXISTIIJCr W4l.trS. 5'-.11'8•' ,' . N5W WAU-5. - IW M,R.."P. BD, ON Tx4" WD, STODS•e W o.G, Ab.-$u►L,T_ i w( R-15 T0141ls .H,6 svI" I<RA:r-r FAc6D -io.suL. SE.TWI . 0, 3r �„ — Z..O SGL, FT' M f0 BO X Dur PLpE @ .GEIL T 6_30- C. a W v01 Rox .our cL6AIJow- -�- RoV►DE 4Gr SS@N&TU1calu. ANDERSEN -.W.NDOW co. SLOP oo GW 14. Prrovin 24 FFaaR 10CRE..S o I• ExT4, w1woW MAS-U &JQ2 WK FAMIZIOPL, FLR-GILL s'-a4'8' � A GILL-Nb I'-ro'/B_" AS. 30 L;'r. (TGr. UTIL,IT� p1 ]�ROO - - G•HT 7- 4 1 _ — r:xr4; INbla acr rr, HG�Kr. v� .7r- -. �I�r H1� H"T>r X IS T I til G. .. *. t5av, our ppE C rx w Iw. cv EX7cr 2L sa —' 00 -IJo,0E BTU H12. I Sr-tokE GAQS0N.1 ��G� �' �XTcr: . .t��ARZF&F,.(THp.) uiEao, R. r� f I �. D�rE�r 2 0�. COODP15 " - SMd. /GARBb►J ?�. SMOKE�Cra(11i _ 3-4 vl DL�TEGT02 3 PETEGTOR I o r.01 !- 14� 3%g'' L'r I - -. - - - - . o - . x t B':r os/g". -. . r� `� lxTG. FrJcc. oo A !V) 77/ 7 - PLAO 1I - ':Up. 13R. I • I I I I I I I � � I I I I I I I EXTQ-, !� wDo�.� I I FLR.-.GILL ..5'-9/S" 3,gy,r crLL-FAD. I�lci" aT. FLR: e. . .51,,�.oK TGr. �. H Gua�.n.Ra1L s� .D�rEc,T012., �' m �,--------- �xtST l tJ G-. • .• - �. GIOES b •ExTGr.. AS'F�ME - a RVIJ WILL ALLOW. lilrM E2 ' GSE• SOLID OR. RAWSTERS 00 - LESS..71.11�tJ 4=' WEEN 3.9"�, . �• , - I L QFJDERSE.1.1 "I AI2.5�tac�C`r'ap) . . ,Q:M 1�Y ROD N�. (As B u T.) 400.SM ES cu 14-tiJHITIr. so 2 So_; ; ; 0 w GLASSIG " oo 9 QQ ExTGr,•WINDOW .-bLam, Haw-. 7�(03/4' Pbts_.WHIM;. ' V_,,' LR,-cII.I. 5-8y4 �— — — — — — — — RDWA2E'�i3. I,-�h 7U TRUSCEOE; 0 ' O lo ��` r. As-BUrL • W1,3 A01G1. 11J5EGT egsS ce 80o a t- GL: . TG BATH,. 1 PO s - L- L -],5 G_77- -� F-Q Ta cogsuLrEKI6rA�QW=00 . c.o, Hzo MAINS, O �I2,SE w WtL 00 . o 2 S . o A ,L. SsCOTImi. TNR-uI - = ' • ELL. BAS:E1`'1E1�1T JL-L1,i l,. (F_. T'64CI) N16cEL . }ZOB5RT .WIL.L jA H50KJ - ,t��c1 :i-rEc•r'; . 'O: 80g- 1758, 5o�r>-aoL�, !\!.y , 11971 SGALE ; "= IV E DAT ; 2.8`L.SEPTJt 899, 20 20 , o � CharitouP\,C, 51denceIc � U Z - U 5'-3 112" 29'-G" U' Z_ 9'-9 /4" 9'-0" 0'-2 3/4" DECK LAYOUT w U Q > SCALE: 4" — I '-0" o n o `° 4x4 POST w/COMPOS TE SLEEVE, TOP * BOTTOMRAILS w/ + BALUSTERS CONTINUCU5 AROUND DOWN TO DECK AREA AND BOTH STAIRS GRADE I NEW STAIRS TO ALIGN i w/CENTER OF SLIDING c� DOOR L 4"X G" COMPOSITE DECK BOARDS ON ENTIRE DECK SURF CE; COLOR AS SELECTED O� � O 0 z DOWN TOOO OUTLINE OF EXISTING GRADE — ------------------------------------�- DECK TO BE REMMOVEDOVED---- -----------------� o C� w -0 •�}� � I I 0 NEW DECK I I EXISTING HA DRAIL U Z TO REMAIN W W (n Q NEW HANDRAIL TO L U ALONG DECK EDGE Q W ADJACENT TO DOWN l� z BASEMENT STAIRS E ISTI 1G ON REE � 4x4 POSTS w/ 4'_2" I S AIR T RE Ai z I xG T*G CEDAR 6' SCREENING N " ER I LEDGE IN SHOWER- � � SOAP/SHAMPOO UP 4" TO FLOOR Wu 0 0 (L m BOLT POSTS TO----' EXISTING GLIDING DOOR- O EXISTING WALL REPLACE w/ NEW NLGD80G8 STRUCTURE WITHIN EXISTING ROUGH OPENING W IL N `o N Q 3 z JS Q Q. U = z w J� C U LL ILl U � m W C') m R W 3 z z � \ / Q c 23S5 // z .CW24 NLGDGOGB Architect and Engincer's Seal and Signature only good for in;tial use of z c•. drawing. Changes, alterations or re- °` - visions to or re-use of dr,,wi,ry; PAGE: out Architect or Engineer's , r^.- r3ot.�l ? - NEW DECK ELEVATION voids Seal and Signature on samne, a �° 5 SI -0 1 SCALE: 4" = " R�F�SONP� I UNAUTHORIZED ALTERATION OR ADDITION TO TMS DRAWING AND RELATED OOCUMEN75 I :A i' .:A`'C: ,L: ^;1".�. EUUCATION LAW � O � E 0 LL -u CV V Z _� U Q — Z U' Z_ J C) n C) CD 5'-3 112" 29'-0" 9'-9 114" 9'-0" 10'-2 3/4" �6 oecK 4" POURED CONCRETE PAD UNDER STRINGERS } G"X G" POST ON 18 DIAMETER 9'_0.. O POURED CONCRETE 5ONOTU5E TO @30 BELOW GRADE (TYPICAL DECK `001 ING5) L 1P 2-2x 10" ACQ GIRDER, ~ O OUTLINE OF DECK A OVE; Lnw O PROVIDE I"X 12" RIM BOARD CONTINUOUSLY AR UND o 0O �o W W C N � a/Z LLJ ___________ _______________________OUTLINE OF Ek_I5TING—_-- W Q F) ----- — --------------1 0 --1 _z DECK TO BE REMOVED i � �/ W 01 lL.! EXISTING FOUNDATION z �} N 2-2x 10" ACQ GIRDER_ I I WALL TO REMAIN STRUCTURE F05T TO C) BEAR ON EXISTING :5 4x4 POSTS ON C P FOUNDATION WALL UW 8" SONOTUBE, 3'-0' Q = CORNEP, m BELOW GRADE w/ O 1 Ln 5 I/2" SPREAD FOOTING cu � O 2x 10"ACQ LEDGER BOLTED � TO HOUSE FRAME WITH 5" LLJ 1'-6"'�--2'-a" "LEDGEKLOK" 5(d';EW5 @ I G" O.C.; HANG D.J. FROi, 'LEDGER WITH LLJ " 51MF50N LU28 CONNECTOR N — TYPICAL ALL DEC' AREAS Q 3 C z G � o U � z _ w FOUNDATION AS EXISTING TO REMAIN , o U LU � z - � m LL � m LU L } 3 z DECK FOOTING FLAME PLAN SCALE: 4" = I '-0" Q z � of Nfe P.,hltect and Engincer s S"al ml r, Signature only goad for i,': is"I ux cd d ravvin,7. Cha;g s, alt,,.ralons a rv- visions to or re-use of dra-,w;n s w*L' '� ti - PAGE: out Arclliiect or Engineer's Approval toA � �7e voids Seal and Signature on scm.o. rz--,SIO P\, 2 UNAUTFIORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF TME N.Y.5. EDUCATION LAW N n� Z NO q .� II 0 OC) 4"MAX. DECK PORCH NOTES: 4"MAX. N I). Unle55 otherwise noted,all framing material to be#I ACQ pressure treated lumber. 1 11 4"DIA. MAXIMUM All fasteners, hangers and anchors to be galvimzed or stainless steel U Z 4"DIA.MAXIMUM 2). Girders for deck Joists to be bolted or anchored to each post or pier with washers and nuts. � LLj Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. U Q �- 3). Posts supporting girders shall be anchored to a 12"x 12"x 12"thick concrete footing. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall n be 4 ft. below grade. z 4). Deck Joists to have blocking at 8'0 o.c.. m 5). A minimum of 10 inch flashing shall be installed between the building and ledger. Ledger to be fastened to building with 1/2"dia. bolts with washers and nuts at I G"o.c. 6). Concrete piers shall be a minimum G"above grade. �[ DECK/PORCH RAILING O STAIR RAILING 7), All Joists to be supported with hangers and anchors. Each Joist shall also be anchored O� to grder(s). I-1/2"SPACE MINIMUM NAILING SCHEDULE N JOINT DESCRIPTION NAIL NAIL NOTES S O U Oco HANDRAILS QTY. SPACING JOIST TO: PER TOE N O SILL,TOP PLATE OR GIRDER4-8d COMMON JOIST NAIL BRIDGING EACH TOE W O STAIR TP,EAD TO J015T 2 -8d COMMON END NAIL BLOCKING 2 -8d COMMON EACH TOE RIM BOARD 7 TO J015T END NAIL BALUSTERS BLOCKING TO: EACH TOE SILL OR TOP PLATE 3 - 16d COMMON BLOCK NAIL LU W STRINGER LEDGER STRIP FACE OPEN BALUSTER ATTACHED TO WALL TO BEAM 3 - 16d COMMON EACH JOIST NAIL W J015T ON LEDGER 3 -8d COMMON PER TOE R U Q HANDRAIL CONNECTION TO BEAM JOIST NAIL Q Q ALL HANDRAIL5 5HALL BE CONTINUOUS THE FULL LENGTH BAND J015T 3 - I Gd COMMON PER END LLJ J z OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS TO JOIST J015T NAIL CZ LL SHALL NOT BE LE55 THAN 1-1/4"NOR MORE THAN 2"IN STRINGER TO DECK/PORCH CONNECTION BAND J015T TO: 2 - 16d COMMON PER > LU CP055 SECTIONAL DIMENSION,OR THE SHAPE SHALL SILL OR TOP PLATE FOOT TOE NAIL LU PROVIDE AN EQUIVALENT GRIPPING SURFACE z - �- FLASHINGTUCKEDUNDER CLIMATIC � GEOGRAPHIC DESIGN CRITERIA TOP PIECE OF SIDING AND GROUND WIND SEISMIC FROST WINTER ICE5HIELD LAPPED OVER FIR5T CONTIN. SNOW SPEED DE51GN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD PIECE OF SIDING BELOW LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS GIRDER/HEADER 1/2"DIA. LAG BOLTS W/WASHERSMODERATE SLIGHT TO CONNECTED TO BLDG. @ I G"OC 45 LBS. I 0 B SEVERE 3 FT. TO HEAVY MODERATE I I NONE LUVY � POST/COLUMN °o O O OLn FLOOR FRAMING 2x JOISTS 2 LLJ BLOCKING FOR LL_. JOIST HANGER ` LAG BOLTS POST-TO-GIRDER/HEADER CONNECTION N N } RIM JOIST/B LOCATION USF'NUMBLk, I DLSCKIPTION APPLICATION N 3 4.4 SOLID CULUMi1 FB544/P85E44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN 4,G SOLID COLUMN P55GG/PL%SF_66/KC66 F05T CAP ANCHOR jArFLYTO EACH COLUMN G DECK/PORCH LEDGER CONNECTION HOLLOW COLUMN51MPSON ST RRIl2 I H C. ANCHOR APPLY TO EACH COLUMII U z w 1� C - 0 WOOD J015T 4x4 POST wl COMF'05ITE JOIST BLOCKING SLEEVE, TOP $ BOTTOM RAILS w/ o BALUSTERS CONTINUOUS AROUND LU DECK AREA AND BOTH STAIRS z GIRDER/HEADER WOOD GIRDER DECK + N q I x 12 RIBBON BOARD w " AROUND DECK W m AP �"xG COMPOSITE DECKING SPLICED JOISTS OVER HEADER/GIRDER 4 F m SPLICED JOISTS OVER HEADER/GIRDER PROVIDE BLOCKING BETWEEN J015T5 THAT ARE SPICED AND 2x 10 ACQ DJ @ I G" 2- 2x 10 ACQ GIRDER LOCATION USP NUMBED DESCRIPTION I APPLICATION U5E WITH RT 10 TYDOWN ANCHORS BOLTED THRU POST W/ JOI5T TO GIRDEPMEADER I RT 10 TYDOWN ANCHOR JCOIINECT TO EACH J0I5T PROV. H4 CONNECTOR I W (2) -.L" CARRIAGE BOLTS 3 NOTCH POSTS C z POR GIRDER o s 51MP50N ABU44 z GIRDEP, CONNECTOR(TYP) Q z P05T 2x 10" ACQ LEDGER BOLTED 6"X 6" POST ON 18" DIAMETER TO HOUSE FRAME WITH 5" POURED CONCRETE 50NOTU13E •:.. "LEDGERLOK" SCREWS @ I G" O.C.; TO @3G" BELOW GRADE CONCRETE PIE '^ ' HANG D.J. FROM LEDGER WITH (TYPICAL DECK FOOTINGS) 12" 12N 12° : '�•" r�'-`. SIMPSON LU28 CONNECTOR CONCRETE FOOTING r .' TYPICAL ALL DECK AREAS .4 DECK POST FTG. CONNECTION HEADER/GIRDER-TO-POST CONNECTION C1= tiEia LOCATION USP NUMBER I DESCRIPTION APPLICATION LOCATION USP NUMBLR I DLSCRIFI ION APPLICATION 5 0 4X4 P05T FAU44 OR WE44 IFC5T/BEAM ANCHOR I APPLY TO EACH FOOTING (2)13EAM5 PAU44 OR WE44 F05F/BEAM ANCHOR jAfFLY TO EACH PIED. - J GXG POST FAU66 OR WE66 P05T/BEAM ANCHOR APPLY TO EACH FOOTING (3)BEAM5 PAU66 OR WE66 P05T/BEAM ANCHOR APPLY TO EACh PIER DECK SECTION Architect 2nd Eng; ^er's S�:-s f:� ! Signature en!y good for SCALE: 4.. = I '-0.. drawing. Ch-macs, aiterstlon visions to or re-use of out Architect or Engnes J .. A � PAGE: voids Seal and Signature on sw::;L� 0"ESS10- 3 UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW C) N � (\j o41 (Vo j Z � Lu U z . ai � UQ >- c� (f) C) to GLAZING NOTES: NEW WINDOWS AND SLIDING DOORS 0 AROUND ALL AREAS Of EXISTING HOUSE. 6' UNITS TO BE ANDERSEN, 400 SERIES z CASEMENT AS SHOWN ON ELEVATIONS a? OR AS CLOSELY MATCHED TO FIT WITHIN ~ o N EXISTING ROUGH OPENINGS IN ALL U O AREAS. CV o Cw2 . / 'CONTRACTOR TO VERIFY ALL EXISTING w o NLGD606 I,5 �CGv 51 C11v 5 ORDERINROUGH OGPNEING W WINDOW ON SPRIOR TO ® ® `ALL EXISTING HEADERS FRAMING TO (— REMAIN U z LL Ll LLJU w FRONT ELEVATION z SCALE: 4" = I ,-o,, W � Ln L? O W V) LL- Lu LLuIN , U � z w IZPN c O U l.� RIGHT SIDE ELEVATION 1u z — SCALE: m Lu � m W y } 3 Qv z o CXWT�S Q (° z Tr OF NE!^,% LEFT SIDE ELEVATION :,�( :' . ::R c.nj SCALE: I6" = I' o° ,,.g7,;, re on!y goo ,.,r i,;, :^:� s-.:v ug � drawing. ChanUcs, altLr at:cr;s cr rs- a visions to or re-UC,- of d:G .,:�f;� out Architect or En inccr's Ap rmllal PAGE: Voids Seal and Signature on sass;. ROFEsslo"I., UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS IS A VIOLATION OF SEC, 7209 OF THE N.Y.S. EDUCATION LAW Al V7 NOUVO(1(I3 'S'l'N 31-l14O 60EZ "039 d0 N0I1V701A b SI S1N4W(1000 OJlb'73 f aNV 9NIMt a'4 SINl Ol N0I1100V�'O NOIIVa1917V 43zl?4o-inM 1 'S�l0�i�13 N0110nU1SN00 80 NJIS30 I HOd 3181SNOdSla lON '31d1S >iuo), _ M3N d0 S300J 3N1 ao S1N3W3uin03H nONddl IooV jo X30 SAN 3Hi 133W llvHs ,4--Uon8lSN00 llb � ''i;'r!lI�� I 101-I�IM S331S ul "" I I QS" 00 YOd 3131dW00 38 'J %t 30 0l2 0330X3 '.''" ` 1SnW NOIlOna1SNO0 - IMU 'b 09 -)NNd0W31SGAGA7ddns ;o 1�1N"rd�iN�l SI 351 No,ielnSNI .£ �ld�s ON -111 VAI NI 03Sn 113070S JNIBWnid a ONIWda3 - Honou 'Z " 'y' 313HON00 03Hnod ao3 '14,0000303Lvol-411N30 U0 AONVdn000 I0 sNOIlInNOO (INV aEiJino3u sd Muin03U OMl - NOUVONnoi 'l W�I�d i CI d S Id N 19 w n1 c� '.J381N31N00 OV37 NO ','1000 NM01 '8 �I1biS AHOJI M3N :SN01103dSN1 JNIMOIIo3 �O SE1000 ��b HIIM )\�& � 3Hi t�03 Wd b Ol Wy 8 ZM-99L l b'0l3/1�I30 d38Wn7d lb 1N3WlaVdK Maim A110N N i`d?J a OI N011d 100 ?J]d ,t711 QJOIG 91— '/k8WO8ddV 333 c3�"=38 NO1103dSNl o- I = ��d�s #,d.e1da1NlW9Sd9 'Vold aIno/wi 1N9W9Sd9 3 ON Sb o � W'M a it— z alsts �avllNvs db?Jl £ 3D : N'SIN!183lHM�' ®I�LOi JNJIGMOl I .Ia asnoui��',yyvaatff{..�ty,� yN(�i�lipd•'IId .� c Z I'�..b J9lf1ONtil f~C 9 9t juuoillppv s n — uld9 A?aNndl -TCCb 04 L dwnd�ol��ra ° r fTl I 1S211� �O NOIlH001 WU1N9S`d9 a9NSINIJNn • /-0 l NgM DI• G ' w oo ndl M a NNIS FTI9992 l� l b/I Z4 b/ V4 tI I Z/I I Z/I I Z/I I • Z Vl $ I _ dal SINl Ol ll`dm -cl ��i N01111,1VJ JO DaIS m G) £ ( I I _ /M NIVA9,� Ol NOilll?d(J SINl NO aggoixg San1S z N I I 0 U d9 NOlIN 89t z vIj an1S 00`d t7xZ 9NIISIX9 NIbW� Ol NOI111?Jd� rn alsino Ol aal:)na iviv?i� anis t7xZ 9NIISIX9 7 NHd 1Snv�ixg y -n D o N 01114 Nz XO `a�USINWN 9`dcDNI-LSiX9 GV NII` JW l z ® 011NgAgGV9 aJNSINIJNn c , rn 1N3n J00�0,, .100� zFn Cb gals POV9 Fn 7`0 C-) NOIIVW.Ja Z •NIdW ? OI NIVNJ?l Ol ONIl00J c 7� u1H9 aNnO?Jd NOII I?JdJ SNWn100 J.Ildl Q:)VlJl?Jl� 9NIISIXI gvw,,1j anis txZ 9N1 SIX 9NIISIX9 aNnav X09 ,. ��. do l II�� yN S9N1100� JNI1S1 S9�l0019 9N11SIX� ym �X • w o rn �— cn ('TI 6, rn 0 m 70 os Ess x rn 41 1N913N 9Nn139..0.9 °S° 0 o�. O 0 I = 3ldOS WOO? ,II I W d� v ;13VN?n �inO 9dNIFIVAW2a a;1� 2] f -Z 'n02J m �O�?�1N�0 Ol N911� �d � IViiQ MOCINIM 9HIS D1]?�ONOO Vz 1N�W3Sd ONIlSIX� NMONS 'n Tv/V1 '�tl IVIGSd SNOUIDAW (INV 9NIW`d(�J N+ N 'N�AO 59111 9NnI39 a�ddO?Ja c 111J 0910`dclW00 NO J 9N1?JOOIJ ;I1J?J9N00 NO 1111 919d119VPNn t agiVgPNn Hid 9N1100J gllcIDN00 N Z - NIHWJ?J Ol ;I9HclS z c ag?Jnoj g X O-S INIMSd9 a�NSINI�AlldlfcJVJ �aIS J?aNndl Ol lldM�?Ja /M SNOIIIl?Jdd anlS bxZ 9NIISIX;l SH W0021)\in In D > 0'O Z I vgg?J S# � I m NMONS 32]PM Sll M - C 0\7V9i1?J9n) 2101?);1X� 9NOlb?J91H N J21aNnH1 rn 99NH?JINl 0'O 'IF I 2 q;r9 l S# a2Jd099Sd9 9RJ10 l� —I 1N9WUSd9 galSlnO 3•0 Z 12Jd9g2J S# S NI 99a2J19 9NIISIX] TTM NOliV(]Nnoi ® j -- 77, �J�2J9N00 ag21noj g O rn -N G) aava� NIdW3?J O `t N N 9NIISIX� SH Ol?1004 2101 31X3 � 0 � �2Jn19n2JIS?JOOI� SSH70?J391� 990£ z 1— O S dl J }N� S9N1100� NIIM 9g/Z I/Z I aglda `alON1nOS�O NM01 p c JS 9NITY11 11ISOcAW00 \ / I SIIdM 9NIlln9'd jO Gvg,,JH N 1� 9N 0 �2f Od o J9 a�nO?JdJd SNVIJ?JgJ aMd o `iiv dd0 S2igi,smd9 6 I do \) lld IIHM NOI1daNn0� O1N1 9NIISIX� Sd �?Jnl9nAiS N:)ia 'IF X'Z /M S1SOd * X,ltl I _� 0'O ..Z I � IVINOZI?J04a ?1d9�?J 77 1lJ1S b# aIIXOdl 'n0?J '1—v-',JV 2J001� 1S2JIj W lC3,kG 9NITV'? gilGojW00 'iSn I s,bl ..Z X..Z /M S1SOd Al X IV � D n � ?�IV1S > D 1 ,O-,GF rnl-n � •• z z — D 9i N N v � ovt oo u o Asa n o � �