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�OS�FFOL pry Town of Southold 4/22/2023 y�E P.O.Box 1179 o _ F 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44043 Date: 4/22/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 4445 Hallock Ln, Mattituck SCTM#: 473889 Sec/Block/Lot: 112.4-3.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/8/2022 pursuant to which Building Permit No. 47677 dated 4/14/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including attic(storage only)with drop down staircase,to existing single-family dwelling as gpplied for. The certificate is issued to Peix,J Douglas&Paoli,Robert of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 23-88776 4/12/2023 PLUMBERS CERTIFICATION DATED 12/20/2022 NJosKimenes 0 A od gnature Y°7-- TOWN OF SOUTHOLD �oSUFFDI��Gy` BUILDING DEPARTMENT CIO z TOWN CLERK'S OFFICE "oy • o� � SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47677 Date: 4/14/2022 Permission is hereby granted to: Peix, J Douglas 227 E 57th St Apt 3A New York, NY 10022 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 4445 Hallock Ln, Mattituck SCTM #473889 Sec/Block/Lot# 112.4-3.1 Pursuant to application dated 3/11/2022 and approved by the Building Inspector. To expire on 10/14/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $510.80 CO-ADDITION TO DWELLING $50.00 Total: $560.80 Building InSpc or Certificate of Compliance .............................................................................................................................................................................................. CERTIFIED ELECTRICAL INSPECTIONS, IN i t L G i� o m � 188 PARK AVENUE APR 17 202 AMITYVILLE, NY 11701 P: 631 598-5610 BUI���v�t�� .......................... ................................................................................................. T®vubU oFs(Dt s r,i n CERTIFIES THAT Upon the application of Upon premises owned by New Coner Electric Inc. dba Douglas J. Peix Eastman Electric Co. 4445 Hallock Lane 336 Woodgull Avenue Mattituck, NY 11952 Pt. Jefferson Station, NY 11776 Located at: 4445 Hallock Lane, Mattituck, NY 11952 Application Number#: 23-88776 Certificate#: 23-88776 Electrical License#: ME-36453 Section: 112 Block: 1 Lot: 3.1 Building Permit#: 47677 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: As Built Addition /Air Conditioning Equipment A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 12th day of April 2023 Name QTY Floor Receptacle- 15 Amp, 120V 2 GFI Receptacle- 15 Amp, 120 V 4 Switch - 15 Amp, 120V 24 Duplex Receptacle- 15 Amp, 120V 33 Incandescent Fixture- 15 Amp, 120V 26 Dimmer- 15 Amp 120V 3 ARC-Fault- 15 Amp, 120V 4 AC Condenser- 30 Amp, 220V 1 Electrical Inspector: Anthony Giordano VdCAL 4. _aAPPROVED'o= This certificate is not valid unless raised seal is present. Certificate of Compliance ............................................................................................................................................................................................... CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 ............................................................................................................................................................................................... CERTIFIES THAT Upon the application of Upon premises owned by New Coner Electric Inc. dba Douglas J. Peix Eastman Electric Co. 4445 Hallock Lane 336 Woodgull Avenue Mattituck, NY 11952 Pt. Jefferson Station, NY 11776 Located at: 4445 Hallock Lane, Mattituck, NY 11952 Application Number#: 23-88776 Certificate#: 23-88776 Electrical License#: ME-36453 Section: 112 Block: 1 Lot: 3.1 Building Permit#: 47677 Name QTY AC Blower- 15 Amp, 120V 2 ARC-Fault-20 Amp, 120V 6 Combo Smoke & Carbon Detector- 15 Amp, 120V 2 Dryer Receptacle/Circuit- 30 Amp, 220V 1 Power Panel - 100 Amp, 240V, 22 Circuit 1 Smoke Detector- 15 Amp, 120V 1 Electrical Inspector: Anthony Giordano L�F............... i ,Ll? APPRDVED�o This certificate is not valid unless raised seal is present. e Town Han Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 '. Southold,NY 11971-0959Q BUILDING DEPARTMENT TOWN OF SOUTHOLDnD-P ; APS �� I CERTIFICATION L;t3S'ol Date• '.:� • �lyI� L Building Permit No. V -)—00 +17— Owner: )—C0 Owner: I` J ®U ta's r (Please print) 3 Plumber:��. � � P� (Please print) F certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Pi Signature) Sworn to before me this day of 20 PAUL C,CAP RNA N TARY,P.,UBLIC,.OrATE OF NEW YORK ----�--�"� Registrat�n No.01 CA6151160 Qualified in..Suffolk County County Commissidn Expires August 14,2 Notary Public; Counly t 1 4 i oFsouryo� Li—7 6 ,/ —/L-f� # * TOWN �UTHOLD BUILDING DEPT. �O • �O `yi'ouff 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] 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: A d-a-I4I On c4r DATE INSPECTOR r SOUTy�6 TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [v-rR'OUGH 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: ( Vn1 DATE o 'a7'02�- INSPECTOR oF souryO� Lf -I I VI C �"l. Z V7 * # 5- H TOWN OF SOUTHOLD BUILDING DEPT. Own 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: 0,/1 Arogi -Arc 4;!4Jk nt,6�u)&A n DATE INSPECTOR �// SOUIy� - - TOWN OF SOUTHOLD BUILDING DEPT. COUHTIN 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I LATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE /O [ ] RENTAL REMARKS: na t/ tq) tpb�� C�+ 7�� wol— DATE �J 47 '�O?/ INSPECTOR S T U D I O ® ECE � �� M A R C H E T T I MAR- 82022 BUILDING LL) TOWN OFSOUTHOLD 5 November 2021 Southold Building Department P.O. Box 1179 Southold, New York 11971 Re: 4445 Hallock Lane Mattituck, New York 11952 Suff. Co. Tax Map: 1000, 112 ,1, 3.1 To whom it may concern: This letter is to certify that the existing septic system of the above property is in adequate condition, and is capable of supporting a 4-bedroom house. Sincerely At Q Steve Marc@` cc. Mr.J. Douglas Peix One Union Square West • Suite 511 New York, NY 10003 212-675-1555 www.studiomarchettinyc.com DOUGLAS PEIX A R C H I T E C T 23 June 2022 ® JUN 2 4 2022 Mr. Michael Verity Chief Building Inspector guru;rrv� 1TFtc'),_ Southold Town Building Department TOWN OF SM 54375 NY-25 _ Southold, New York 11971 Reference: Peix House Additions &Alterations 4445 Hallock Lane Mattituck, New York 119 BP# Dear Mr.Verity: This is to certify that the poured foundation has been constructed in accordance with the filed plans and specifications submitted to your office and are in accordance with building and related code requirements of the Town of Southold and the Building Codes of New York State. Sincerely, tACHITFC J. Douglas Peix p PE�X+ T� i 0 STATE �F Current E-mail: info@dougpeix.com DOUGPEIX.COM 646.643.9888 DOUGPEIX@AOL.COM P.O.BOX 1444 MATTITUCK NEW YORK 11952 DOUGLAS PE IX A R C H I T E C T F 25 August 2022iD 2 n np I[ Gln II 11r1 Mr. Michael Verity SEP R-1 909 Chief Building Inspector BUILDING DEQ; no_ ,� Southold Town Building Department TOWN OFSOU' ,ULD P.O. Box 1179 [54375 NY-25] Southold, New York 11971 Reference: Peix House Additions &Alterations 4445 Hallock Lane Mattituck, New York 11952 BP# q -� 6 � - Dear Mr.Verity: This is to certify that the framing,including all strapping, has been constructed in accordance with the filed plans and specifications submitted to your office and are in accordance with building and related code requirements of the Town of Southold and the Building Codes of New York State. Sincerely, O PRC I: . g PEIX J. Douglas Peix ti W E �O W . ATE O Current E-mail: info(a-WouSAeix.com DOUGPEIX.COM 646.643.9888 DOUGPEIX@AOL.COM P.O.BOX 1444 MATTITUCK NEW YORK 11952 DOUGLAS PEIX A R C H I T E C T 3 October 2022 ;'', L i, 3 Mr. Michael Verity NOV 1 0 2022 Chief Building Inspector Southold Town Building Department I�T.'n.,DING DSP'?'. P.O. Box 1179 T�y IVN () Southold, New York 11971 Reference: Peix House Additions &Alterations 4445 Hallock Lane Mattituck, NY 11952 BP # 041-7 Dear Mr.Verity: This is to certify that the insulation has been completed in accordance with the filed and amended plans and specifications submitted to your office and are in accordance with building and related code requirements of the Town of Southold and the Building Codes of New York State. Sincerely, J. Douglas Peix PRCH/T SPS PEIX. DOUGLAS PEIYILLc, Architect P.O. Box 1444 Mattituck,New York 11952 W cell: 646-643-9888 ' t E-mail: infoAdoumpeix.com Web Site: dougpeix-com S off Tq TE OF N� Current E-Mail:info@dougpeix.com DOUGPEIX.COM 646.643.9888 DOUGPEIX@AOL.COM P.O.BOX 1444 MATTITUCK NEW YORK 11952 °` sk `, F""' J ITT T I , h tt ri e f f Q f!+ j .':. °`.azo •. -p t. v. r r � r s >✓ r e I X ;e i I f i I- a. I 1 r. Gill, i At ALt . # a r i. 3 r , a ,1 P AM. z �x i r { y FIELD INSPECTION REPORT ATE COMN WNTS ?� a 0 4SP �� FOUNDATION (IST) J H ------------------------------------ C FOUNDATION (2ND) oe '^(z ROUGH FRAMING& I� ab.a �b1' �` � /vAn,hi �. (Lcss u2e. D/L. m PLUMBING W 1 ,3 r INSULATION PER N.Y. y STATE ENERGY CODE C� Q vvt LIV<m- FINAL ADDITIONAL COMM)ENTS 9m k) _3 ,3 &n4t'J' A3 Ick1,54 e� 4 3 Zde 'off. � z x r� d m b H SgFFtT(�c —BUILDING DEPARTMENT lUWN OF�UUIHULll (.a H 'town Hall Annex 54375 Main Road P. O.Box 1179 Southold, NY 11971-0959 �y • a,� "Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtoM[PU.gov .�Od�4 ISI Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO._ `s " Building Inspector: MAR' 8 2022 BUILDING DEPT. Applications and forms must be filled out in their entirety.,Incomplete TOWN OF SOUTHOLD applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name:DoLA Fbiw + Rpbert fAD(i SCTM#1000- 1112•pl •3.1 Project Address: 45 NQIIWK LaAe p t 1tEAGk W eA" Pr�6 I (952 Phone#: &4b. &43'.9899Email:&(O�. al01OUypeile.Cow► 77-1 Mailing Address: 19.0.epoy. 1.4r11+11f WAA*11U1C C titew York 1195' CONTACT PERSON: Name: Mailing Address: F.O.COOy. .,M kti+L ek MP,W Yp ._ l 1992 Phone#: 4ro,..ro. .968$.. .. . . .. . . . .. Email:d0 &Oto _ sc.cop". DESIGN PROFESSIONAL INFORMATION: Name: VOLA I&S %'Mailing Address: p.O.dOX It.}{}1,} �Ilq l'17ACk Newjoy* 11952 Phone#: (046 (03.9888. . Email:dAM5dQu iX.,c.olllYll CONTRACTOR INFORMATION: Name: _ 10-/ Mailing Address: Phone M Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure SKAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ 7,S0.000 Will the lot be re-graded? ❑Yes Ao Will excess fill be removed from premises? ❑Yes WN0 1 1 r PROPERTY INFORMATION Existing use of property: girl IC f p111r1{ hQu3e Intended use of property: SQy„y Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes NrNo IF YES, PROVIDE A COPY. Er 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.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,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(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Application Submitted By(print name): J.JD G1LA5 p�l�l: ❑Authorized Agent Q(owner :pplicant:e of atu ig SnrA _ � Date . __._... ._y�r%t�l.._. _2x_22 a� STATE OF NEW YORK) ` SS: v COUNTY 0F/c 14r6bIF_ ) • u-g �e.l x being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S he is the (Contractor,Agent,Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her k owle ge and belief;.and that the work will be performed in the manner set forth in the application file therewith. . BARBARA H.TANDY Sworn before me this Notary Public,State Of New York No. 01 TA6086001 ,•,/,� Qualified In Suffolk County LI—day of �v► 1 '20 as Commission Expires 01/13/20 a�3 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 90-19-11: 13: 19 6429b18 # 7J OCT U 4`902 1� ! , ?ILDIr *IJP 1Csm,.[��l1.Adw;� -rctcphcne(631)763-1902 5075 Main hold , (6 31 71 S P.Q.Box 1179 rogerAche own. ou o .nv.us Southold,NY 11971-OM BUMDING DEPARTMEW TOWN OF SOUMOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: 2, Company Name:-IN ! - ame: Cd License No.: ,E— (; Address: 3 6 mei.,/�` �tJ�-,� : Y� , J% 774 Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: Zo *Address: 4r *Cross Street: *Phone No.: / azl� Permit No.. _J,O Z-17,1077 Tax Map District: 1000 Section: Block. Lot: *BRIEF DESCRIPTION OF WORK lease Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: tl YES O Rough In Final *Do you need a Temp Certificate: ES! NO Temp Information-(If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICAT N 82-Request for Inspection Form dt .. D 10-19-11; 13: 19 6429518 1r OCT U 4 9n92 ?2 V soUryo� , - wephone(631)765-1802 - 75 W""Road li� ueaoQdi.Q. 6ox 1179 roe .richefv� nv.usg Sou"Id.NY 11971-09959 MUDING DEPARTMEN TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: - - Date: • Company Name: f �c/—/-I--''i dam-. Name: G� License No.: _J J Address: 6 oo S mx '7 rt1`-x S'4r jV Y. 1I 77� Phone No.: JOBSITE INFORMATION: (*Indicates required in€ormation) *Name: 12o 9 !7 r n "Address: *Cross Street: *Phone No.: / aIV4 l 1 ,; 2 Permit No.: df/9 V-74 77 Tax Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF.WORK lease Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YES O Rough In Final *Do you need a Temp Certificate: ES f NO Temp Information-(If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other 'New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICAT ON i 82-Request for Inspection Form 4 PERMIT # Address: E' Switches Outlets GFI's Surface I Sconces 1 H H's ` UC Lts' 7-7 2 1 Fans Fridge HW Exhaust1 Oven W/D ? Smokes DW Mini Carbon 111 Micro Generator Combo Cooktop Transfer A 11 `� AH Hood Service Amps Have Used Special: '�/I 4 III LLL �s7✓_ Comments Doug Peix To: Nunemaker,Amanda Cc: Sarabiajf@aol.com; Doug Peix Subject: Addition to house at 4445 Hallock Lane, Mattituck 13 April 2022 Southold Building Department n nn Ms.Amanda Nunemaker ® 11 `v' Building Permits Examiner Southold Town Hall APR 1 k 2022 Tel:631-765-1802 Southold, New York 11971 BUILDING DEPT. TOWN OF SOUTHOLD 4445 Hallock Lane, Mattituck, New York [1000-112-01-3.1] Dear Amanda— In response to your note of 8 April 2022 regarding my application for a Permit to make an addition to my house, I have done the following: 1. On Sheet F-2, I have corrected the labeling of the plan to read FIRST FLOOR PLAN. 2. On Sheet F-2, I have added a plan of the basement(crawl space). 3. On Sheet F-2, 1 have corrected the designation of exterior wall insulation to match the ResCheck list. I intend to deliver four copies(signedilll(l sealed)ol"revist%i:1 ;l:i,i::!et-EzZ to your Building Department offices Thursday [14 April 20221mornin In opeful that this addresses your requested r ons. The G eral Contractor will be Francisco Sarabia of SARABIA HOME IMPROVEMENTS., Sincerely, J. Dougl eix DOUGLAS PEIX ARCHITECT,PLLC P.O.Box 1444,Mattituck,NY 11952 Cell:646-643-9888 FAX:631-298-4741 E-mail. ug@dougoeix.Com Website:dougpeix.com Enclosure to Building Department:Revised Drawing F-2, dated 12 April 2022 i DOUGLAS PEIX A R C H I T E C T PLC 8 March 20::23 Amanda Nunemaker Southold Town Hall Annex 554375 Main Road P.O. Box 1179 Southold, New York 11971-1179 Re: 4445 Hallock Lane, Mattituck, New York 11952 SCTM #1000 - 1'12 - 1 - 3.1 Building Permit: #47677 Dear Ms. Nunemaker- On 14 April 2022 I was given a permit to build a 700sgft addition to my own house in Mattituck. The work was a one-story,addition with a bedroom, bath,laundry and closet; above this was a smaller space (400 sgft) for dry storage. The property on which my house is built is laden with clay; also my Western neighbor raised his property 3'blocking the natural flow of water in the area. This all contributes to my having a chronic infiltration of water in my basement. Having closed my architectural practice in NYC, I have a great deal of paper records to store. Anxious to remove them from the moisture in the basement, the space above my addition seemed the safest place to protect them from mold and mildew. In late October last year I came in and spoke with the Building Inspector about changing the access to this upper area from a drop-down stair that came thru a ceiling to a drop-down stair that came down in a cathedral ceiling space. This was to make it easier to hoist stuff up to the dry storage area. He thought that this change would likely be acceptable; he asked that I submit amended drawings. This I did about 3 days later in early November. When submitting my revised drawings I chatted with the woman who accepted the drawings. I explained that the changes included: 1. A drop-down stair in a cathedral space. 2. A reduction in the upper storage area from 400sgft to 300sgft. 3. A larger foundation (adding 20sgft to the footprint), still meeting all set back rules. 4. Two small closets - one for out of season clothes and the other a cedar closet. 5. An increase in the building height of 1'6", still well below the maximum permitted. This was to incorporate 3 extra windows that needed a home. DOUGPEIX.COM 646.643.9888 DOUGPEIX@AOL.COM P.0.B0X 1444 MATTITUCK NEW YORK 11952 DOUGLAS P E I X A R C H I T E C T When I asked what the next step was and she said that there might be a change in the fee cost, but if there were any problems; the Building Department would be in touch. Thus,when I came into the Building Department more than 4 months after submitting the changes, I was distressed to learn there was no record of the changes that I had submitted in early November. You asked that I send you photos of the upper storage area as built so that you could understand what has been built. Photos are enclosed. I had come in to sort out the final electrical inspection. I found your inspector rude and arrogant. I do not want him in my house again. I was told that I could pay Certified to have them do the final inspection. When my Electrician called them, Christine said she needed authorization from your department. I called to ask that you provide this permission and was told that I needed to talk to the Building Inspector and that he would call. I have not spoken with him yet. The upper area of Dry Storage is a. Sealed to prevent moisture and mice&bug entry. b. Insulated to protect my papers from mold. I even have a fan to keep the air moving. c. Heated a small amount, again to keep the papers dry. At this point,the work is substantially complete. My contractor, Francisco Sarabia, feels that it would be best for him to call for a final inspection to let the Building Inspector judge what has been built. I expect that Francisco will be in touch shortly to schedule an inspection. Sincerely, L611 J. Douglas Peix DOUGLAS PEIXPLLC, Architect P.O. Box 1444 Mattituck,New York 11952 cell: 646-643-9888 E-mail: info6bdougPeix.com Web Site: dougpeix.com Enclosures DOUGPEIX.COM 646.643.9888 DOUGPEIX@AOL.COM P.O.BOX 1444 MATTITUCK NEW YORK 11952 LON SpUN� MEP SURVEY OF PROPERTY • A T MA TTITUCK ; 4 - TOWN OF SOUTHOLD 59�g E- SUFFOLK COUNTY, — MEAN HIGH WATER 1000-112-01-3.1 SCALE: 1'=30' APRIL 8, 2014 MAY 14, 2014 (Revisions) SEPTEMBER 13, 2016 (POOL LOCA770N) NOVEMBER 3, 2016 (CONC. SLAB LOCA770N) Bp�pM of env AUGUST 6, 2019 (CEHL) October 27, 2021 (House to Bluff setback) 'o, 0. oE� to. Nov. 2016) OS TOP OF BLUE ST�f WPy Tpp GOP A` xti YA,3C,- 0, 2016INO \ YAy M� O -- N CEHL FROM COASTAL EROSION HAZARD AREA MAP O PHOTO NO. 59-529-83 G 6pfT� CO Z 0 9 6', SiNpR p puSE� 9 D� x 33 t< 1 E eT \` y st 3��P��–� fcR 135 \b� 0 9 Get' p��•��� \ - lea 0 o\ Sip oERSI PppRO --' '0 \ t \ GRA yee O dE \ G�� `\ SRIVE10 � off\ 0 y\ � V010- Geo o\ IR �\ VIED �! \ 32Z 0--POOL �(r \ EQUIPMENT 0. \ \ 420 '\ o CONCRETE meg, tO SLAB \ 42.0' t VGP ti/�c t la �\ C s& s �E Q N � Q �'\ 335 � Po YnRES 125 CP SLC �TQ � \\-� NEW YO ® = STAKE SET R �g8E5 F PM ��Go ® = MONUMENT N' '` * '"' ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION N.YS. LIC. NO. 49618 OF SECTION 7209OF THE NEW YORK STATE EDUCA77ON LAW. p�♦♦ MAR- a 2022 PLCOMC MORS, P.C. EXCEPT AS PER SEC77ON 7209–SUBDIVISION 2. ALL CER77F7CA77ONS AREA=84,841 i SQ. �. (631) 765-5020 FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES. THEREOF ONLY/F BUILDING DEPT. P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR TOWN pF;0UTH01_D WHOSE SIGNATURE APPEARS HEREON. TO TIE LINE 1230AVEL Y. 11971 T 06-131 Y . Generated by REScheck-Web Software Compliance Certificate MAR- B2022 ED ,, BUILDING DEPT. TOWN OF SOUTHOLD Project Peix Residence Energy Code: 2018 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: Addition Orientation: Bldg. faces 180 deg. from North Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 4445 Hallock Lane Doug Peix Mattituck, NY 11952 Douglas Peix,Architect 4445 Hallock Lane Mattituck, NY 11592 646-643-9888 info@dougpeix.com Compliance: 18.0%Better Than Code Maximum UA: 205 Your UA: 168 Maximum SHGC: 0.40 Your SHGC: 0.28 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Prop.Gross Area Cavity Cont. Req. Prop. Perimeter Ceiling: Cathedral Ceiling 865 49.0 0.0 0.022 0.026 19 22 Wall-west:Wood Frame, 16"D.C. 447 21.0 0.0 0.057 0.060 24 25 Orientation: Left side Window-fixed:Wood Frame SHGC:0.31 19 0.270 0.320 5 6 Orientation: Left side Window-awning:Wood Frame SHGC:0.28 7 0.290 0.320 2 2 Orientation: Left side Wall-north:Wood Frame, 16"o.c. 479 21.0 0.0 0.057 0.060 19 21 Orientation: Back Door: Glass Door(over 50%glazing) SHGC: 0.21 15 0.290 0.320 4 5 Orientation: Back Window-awnings:Wood Frame SHGC: 0.31 20 0.270 0.320 5 6 Orientation: Back Window-3 double hung:Wood Frame SHGC:0.28 45 0.290 0.320 13 14 Orientation: Back Project Title: Peix Residence Report date: 01/13/22 Data filename: Page 1 of 10 1 f Gro 9S Area Assembly or Cavity Cant. Prop. Req. Prop. Req. Window-4 double hung:Wood Frame SHGC: 0.28 57 0.290 0.320 17 18 Orientation: Back Wall-east: Wood Frame, 16" o.c. 56 21.0 0.0 0.057 0.060 2 2 Orientation: Right side Window-single:Wood Frame SHGC: 0.28 15 0.290 0.320 4 5 Orientation: Right side Wall-south:Wood Frame, 16"o.c. 447 21.0 0.0 0.057 0.060 23 24 Orientation: Front Window-awning:Wood Frame SHGC: 0.28 13 0.290 0.320 4 4 Orientation: Front Window-double hung: Wood Frame SHGC: 0.28 30 0.290 0.320 9 10 Orientation: Front Floor:All-Wood joist/Truss 865 49.0 0.0 0.021 0.047 18 41 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements list;eb the REScheck Inspection Checklist. ,l.apj a S Pe�Y it ii tett ZoJaK. 2a2� Name-Titislignature Date, Project Title: Peix Residence Report date: 01/13/22 Data filename: Page 2 of 10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. SectionPlans Verified Field.Verified # . Pre-Inspection/Plan peview Value Value.. complies?, Comments/Assumptions & Req.ID 103.1, ;Construction drawings and j❑Complies ;Requirement will be met. 103.2 documentation demonstrate 1 ❑Does Not [PR1]1 !energy code compliance for the ; i •fJ, ',building envelope.Thermal +❑Not Observable ; ;envelope represented on : .!❑Not Applicable ; ;construction documents. 103.1, ;Construction drawings and j❑Complies ;Requirement will be met. 103.2, (documentation demonstrate 1F-]Does Not ; 403.7 'energy code compliance for {❑Not Observable [PR3]1 Jighting and mechanical systems, i 'Systems serving multiple I ❑Not Applicable ; ;dwelling units must demonstrate ;compliance with the IECC } ; Commercial Provisions. :.'. 302.1; , 'Heating and cooling equipment is Heating; Heating: ❑Complies ;Requirement will be met. 403.7-- sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not [PR2]2. ..;on loads calculated per ACCA ; Cooling: Cooling: ❑Not Observable Btu/hr Btu/hr Manual J or other methods ; approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Peix Residence Report date: 01/13/22 Data filename: Page 3 of 10 Section # Foundation Inspection" Cornplies? Comments/Assumptions & R 303.2.1 ;A protective covering is installed to ;❑Complies ;Requirement will be met. [FO11]2 �protect exposed exterior insulation UDoes Not M ;and extends a minimum of 6 in. below ; ;grade. ,❑Not Observable ❑Not Applicable 403.9 ;Snow-and ice-melting system controls;❑Complies ;Exception: Requirement is not applicable. [FO 2121' =installed. ;❑Does Not ;' ❑Not Observable: ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) "2.Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Peix Residence Report date: 01/13/22 Data filename: Page 4 of 10 Section. Plans Verified Field Verified #~ Framing./Rough-In Inspection Complies?. Comments/Assumptions & Req.ID .:Value Value 402.1.1, ;Glazing U-factor(area-weighted ; U- U- :❑Complies ;See the Envelope Assemblies 402.3.1, average). ;❑Does Not table for values. 402.3.3, ;❑Not Observable 402.5 [FR2]1 ;❑Not Applicable ; 303.1.3 ;U-factors of fenestrationproducts j. {❑Complies :Requirement will be met. Does Not [FR4]1 :are determined in accordance f ❑ , with the NFRC test procedure or ; . . %::. „ , .4❑Not Observable ' taken from the default table. 1 ❑Not A pplicable 402.4.1.1 ;Air barrier and thermal barrier }` 7❑Complies ;Requirement will be met. [FR23]1 installed per manufacturer's ` j❑Does Not j instructions. I l❑Not Observable j❑Not Applicable 402.4.3 ;Fenestration that is not site built 3 • 3❑Complies ;Requirement will be met. [FR20]1 is listed and labeled as meeting ❑Does Not j AAMA/WDMA/CSA 101/I.S.2/A440 t ;or has infiltration rates per NFRC :•� []Not Observable 1 1400 that do not exceed code ' ;❑Not Applicable , ;limits. of 402.4.5 IC-rated recessed lighting fixturesl ,'.:.; :';:y,`, ,• j❑Complies ;Requirement will be met. [FR1 2,"• ;sealed at housing/interior finish ❑Does Not j ;and labeled to indicate <_2.0 cfm ❑Not Observable :leakage at 75 Pa. . s'❑Not Applicable 403.3,1 'Supply and return ducts in attics `. ❑Complies ;Requirement will be met. [FR12]1 ;insulated >= R-8 where duct is f ❑Does Not >= 3 inches in diameter and >= f I b3� �❑Not Observable ;11-6 where< 3 inches.Supply and}.,' return ducts in other portions of f ;°❑Not Applicable ;the building insulated >= R-6 for diameter>= 3 inches and R-4.2 ,for< 3 inches in diameter. 403.3.2 ;Ducts,air handlers and filter f I❑Complies :Requirement will be met. [FR13]1 boxes are sealed with .. ;,:;` ❑Does Not ;joints/seams compliant with ;International Mechanical Code or ❑Not Observable ;International Residential Code,as ❑Not Applicable ;applicable. ' 403.3.5 Building cavities are not used as �'. a,,,. "';• "[]Complies ;Requirement will be met. [FR15]3 ducts or plenums. 1=:; ❑Does Not ❑Not Observable :,.• ;❑Not Applicable 403:4" HVAC piping conveying fluids R- R- ;❑Complies ;Requirement will be met. [FR17]z . ';above 105°F or chilled fluids T❑Does Not ` below 55°F are insulated to>_R- '❑Not Observable ' 3. ; ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC !': ';�❑Complies ;Requirement will be met. [FR24]1 piping. ;' {❑Does Not t ( ❑Not Observable ' '101\lot Applicable 403:5.3 ;Hot water pipes are insulated to R- R- ;❑Complies ;Requirement will be met. [FR18]2 S>_R-3. ; ;❑Does Not ;#r '❑Not Observable ' ❑Not Applicable 403:6 :Automatic or gravity dampers are ❑Complies ;Requirement will be met. [FR19,]2 ':installed on all outdoor air ! ;T❑Does Not intakes and exhausts. t ❑Not Observable ' ..�❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Peix Residence Report date: 01/13/22 Data filename: Page 5 of 10 Additional Comments/Assumptions: 1 High Impact(Tier 1) _ 1 2Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Peix Residence Report date: 01/13/22 Data filename: Page 6 of 10 section Plans Verified Field.Verified; # Insulation Inspection Complies? Comments/Assumptions & Req.IValue Value D 303.1', ;All installed insulation is labeled ;❑Complies ;Requirement will be met. [IN13]2; .. ;or the installed R-values ` I❑Does Not j provided. Q;iJ ' , ,❑Not Observable t❑Not Applicable 402.1.1, ',Floor insulation R-value. ; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ;❑ Wood ❑ Wood UDoes Not ;table for values. [IN1]1 ❑ Steel ❑ Steel ❑Not Observable 41 ;❑Not Applicable 303.2, ;Floor insulation installed per !• ❑Complies !Requirement will be met. 402.2.8 manufacturer's instructions and ❑Does Not [IN2]1 ;in substantial contact with the ❑Not Observable ' underside of the subfloor, or floor' ; framing cavity insulation is in #' 3❑Not Applicable contact with the top side of ;sheathing,or continuous insulation is installed on the underside of floor framing and �. extends from the bottom to the top of all perimeter floor framing members. 402.1.1, ;Wall insulation R-value. If this is a;, R- ; R- ❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ;❑ Wood ❑Does Not ;table for values. 402.2.6 ;wall insulation on the wall ;❑ Mass ;❑ Mass ;❑Not Observable [IN3]1 ;exterior,the exterior insulation ❑ Steel ;❑ Steel !!❑Not Applicable requirement applies(FR10). 303.2 ;Wall insulation is installed per ;❑Complies ;Requirement will be met. [IN4]1 manufacturer's instructions. ❑Does Not j ❑Not Observable ' ❑Not Applicable Additional Comments/Assumptions: 1 JHigh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Peix Residence Report date: 01/13/22 Data filename: Page 7 of 10 Section. Plans Verified Field Verified # Final lnspection.Provisions" Vlue,Ver VaComplies? Comments/Assumptions & Req.iD 402.1.1, ;Ceiling insulation R-value. R- R- ,❑Complies ;See the Envelope Assemblies 402.2.1, ;❑ Wood ;E] Wood ❑Does Not ;table for values. 402.2.2, ❑ Steel ❑ Steel ;❑Not Observable 402.2.6 ;❑Not Applicable [FII] 303.1.1.1, :Ceiling insulation installed per .;''.;, '(❑Complies :Requirement will be met. 303.2 'manufacturer's instructions. P ;❑Does Not [FI211 ;Blown insulation marked ft2. every 300 ❑Not Observable P i" JElNot Applicable 402.2:3 ".:;Vented attics with air permeable i❑Complies ;Requirement will be met. [F122]2 ",. =insulation include baffle adjacent .' r❑Does Not to soffit and eave vents that ❑Not Observable 'extends over insulation. i I ❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ❑Complies ;Requirement will be met. [F1311 insulation >_R-value of the ;❑Does Not adjacent assembly. ; ❑Not Observable ❑Not Applicable ` 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = :❑Complies ;Requirement will be met. [FI1711 each in Climate Zones 1-2, and ;❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable _ 403.3.3 'Ducts are pressure tested to — cfm/100 — cfm/100 ❑Complies :Requirement will be met. (FI27]1 :determine air leakage with ft2 ft2 ;❑Does Not !either: Rough-in test:Total ;❑Not Observable ;leakage measured with a pressure differential of 0.1 inch ❑Not Applicable ; ;w.g.across the system including ;the manufacturer's air handler enclosure if installed at time of test.Postconstruction test:Total ;leakage measured with a ;pressure differential of 0.1 inch ;w.g,across the entire system ;including the manufacturer's air handler enclosure. 403.3.4 ;Duct tightness test result of<=4 F cfm/100 cfm/100 ;❑Complies !Requirement will be met. [F1411 :cfm/100 ft2 across the system or ft2 ft2 ;❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable tests,verification may need to ❑Not Applicable occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated s a❑Complies ;Requirement will be met. [F124]1 by manufacturer at<=2%of i •,'{❑Does Not design air flow. ❑Not Observable ; i. �'.: � ..:, ..,`. •.. .,;'. . . .. � ?❑Not Applicable j 403.1.1" `Programmable thermostats ❑Complies :Requirement will be met. [F191? .•Installed for control of primary i❑Does Not heating and cooling systems and ! „ , #❑Not Observable initially set by manufacturer to -code specifications. y❑Not Applicable 403.1:2 :';Heat pump thermostat installed i_ ❑Complies ;Requirement will be met. [FI10]2 ion heat pumps. t UDoes Not t' ;❑Not Observable ; I J❑Not Applicable 403.5.1. ;Circulating service hot water " I❑Complies ;Requirement will be met. [FI11]2 ;systems have automatic or ;;:. t❑Does Not ;accessible manual controls. j ;:; .: .:_ •❑Not Observable ❑Not Applicable 1.1_LFigh Impact(Tier 1_) _J%2" Medium Impact(Tier 2) __3_]Low Impact(Tier 3) Project Title: Peix Residence Report date: 01/13/22 Data filename: Page 8 of 10 section F?Ians Verified Field Verified #. Final Inspection P'r®visions Cornplies3. Comments/dOssu�nptions.• & Req.ID . . Value', _ . Value 403.6.1 ' ',All mechanical ventilation system+ ,❑Complies ;Requirement will be met. [FI25]?, fans not part of tested and listed '. `❑Does Not HVAC equipment meet efficacy ;and airflow limits per Table ❑Not Observable `R403.6.1. f �.i❑Not Applicable _, ;❑C !Requirement will be met. Hot water boilers supplying heat t omplies [FI2`6]2 'through one-or two-pipe heating ` #❑Does Not systems have outdoor setback ;. °•;::'r,: �❑Not Observable ,;control to lower boiler water #❑Not Applicable 'temperature based on outdoor temperature. 403:5:1.1';Heated water circulation systems ;: f❑Complies ;Requirement will be met. [FI28]z have a circulation pump.The ❑Does Not ;system return pipe is a dedicated�. .' ❑Not Observable i return pipe or a cold water supply i❑Not Applicable , ;pipe. Gravity and thermos- :syphon hermos;syphon circulation systems are not present. Controls for } t circulating hot water system ;pumps start the pump with signal t ;- for hot water demand within the occupancy. Controls `:automatically turn off the pump ?. 'when water is in circulation loop i is at set-point temperature and 1 no demand for hot water exists. 403.5.1:2 ;Electric heat trace systems - —i — #❑Complies _ ;Requirement will be met. [FI29]? comply with IEEE 515.1 or UL '. . T❑Does Not :;515.Controls automatically :+❑Not Observable ' adjust the energy inputto the -'Not Applicable heat tracing to maintain the desired water temperature in the piping. -- '403,:5.2 .,.,!Demand recirculation water "^`` ❑Complies ;Requirement will be met. systems have controls that •` ~'?` `' "•^,+❑Does Not manage operation of the pump ; f ',[:]Not Observable ' ;and limit the temperature of the 1, ❑Not Applicable i water entering the cold water piping to<= 1049F. { 403.51.4' 'Drain water heat recovery units #. ;` :",[_.]Complies :Requirement will be met. [F131]2, :',tested in accordance with CSA i ❑Does Not B55.1. Potable water-sideNot Observable ressure loss of drain water heat ; $❑ p recovery units< 3 psi for t: :`- '-';'•,.:~'-a;.= •;W, ?❑Not Applicable individual units connected to one ;P or two showers. Potable water- side pressure loss of drain water heat recovery units< 2 psi for individual units connected to ? ,three or more showers. s'. .., 404.1 !90%or more of permanent i .1 10 :Requirement will be met. (F1611 .fixtures have high efficacy lamps. i❑Does Not j ❑Not Observable ,1❑Not Applicable 404.1.1 Fuel gas lighting systems have t " w', >` ' `i❑Complies [Requirement will be met. F12313 . !no continuous pilot light. ❑Does Not , - i❑Not Observable }. ..I❑Not Applicable 4013 Compliance certificate posted. s`;• '^' :';:;' `; - > i❑Complies !Requirement will be met. [F1712 '•❑Does Not ❑Not Observable TINot Applicable 1 High Impact(Tier;)_ 12:. Medium Impact(Tier 2) _ 3 Low Impact(Tier 3) Project Title: Peix Residence Report date: 01/13/22 Data filename: Page 9 of 10 section. Plans Verified Field Verified # . Final Inspection Provisions:, Value Value Complies? Comments/Assumptions &.Req:ID' I- [ 303.3. :Manufacturer manuals for s❑Complies ;Requirement will be met. [FI18]3 mechanical and water heating El Does Not ;systems have been provided. y ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Peix Residence Report date: 01/13/22 Data filename: Page 10 of 10 s J 2018 IECC Energy Efficiency Certificate Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 49.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): o . e Window 0.29 0.28 Door 0.29 0.21 Heating System: Cooling System: Water Heater, Name: Date: Comments "I'l 114F71 1 111111 pool'! 777-- O NORTH PORCH 0 INDEX OF D -10 ROOF 616 DWG # SUB—NUMBER DESCRIPTION vin� Z/ F — 1 SET BACK CALCULATIONS ROOF INDEX OF DRAWINGS O BEDROOM COUNT EXISTING BEDROOM #2 F — 2 P-1 FIRST FLOOR PLAN & WALL TYPES ROOF CL.#12A FINISH SCHEDULE LIVING ROOM DEN F - 3 P - 1 ATTIC FLOOR PLAN O OO P - 2 ROOF PLAN LIBRARY DEN MISCELANIOUS NOTES ROOF BAN 010 Ix. PLUMBING NOTES CL. CLOSET #10 uP R— 1 PLUMBING RISER DIAGRAM 11 IVM%rup EXISTING F — 4 P-1 INTERIOR DOOR SCHEDULE + NOTES KITCHEN #3 BEDROOM #1 P-2 DEMOLITION PLANS ® D— 1 DEMOL►TON NOTES BATHROOM APPROVED AS NO ED CLOSE 0 EXTRA STRUCTURAL NOTES ATE: B.P.# l 7 11 ROOF F-5 E— 2 N, S & W EXTERIOR ELEVATIONS _ -- WINDOW SCHEDULE 'TIFY �v?Lr`i�» T V,,,-NT AT PORCH ENTRY 5-1802 8 AM TO 4 PM FOR THE SKY LIGHT SPECIFICATIONS r I r)WINt tnicoFCTln^+s: North F-olJ !I JATION - TV:10 REOUIRED F�� roan=�} ��'�� 'STI- EXISTING 1st FLOOR LEVEL EXISTING 2nd FLOOR LEVEL ® North D— 1 ROOF EAVE DETAIL ROUGH - FR.�M1NG & PLUMBING -6 S-1 SECTION LOOKING EAST 3. INSULATION 4. FINAL - CONSTRUCTION MUST S-2 SECTION LOOKING SOUTH BE COMPLETE FOR C.O. S-3 p All CONSTRUCTION SHALL_ MEET THEEXISTING Ob"' EDROOM COUNT 2 REQUIREMENTS OF THE CODES OF NEW _ YORK STATE. NOT RESPONSIBLE FOR � _ F-5 D-1 1st LEVEL DEMOLITION ERRORS. � / ( � — f DESIGN OR CONSTRUCTION E _ . _ -34-2. j D 2 ROOF LEVEL DEMOLITION t< OMPLY WITH ALL CODES OF — _ DEMOLITION NOTES NEW YORK STATE & TOWN CODES ~ REQUIRED AND CONDITIONS OF 21 X I S TI N G ROOFED PORCH F-7 S-1 SECTION LOOKING EAST i S E S-2 SECTION LOOKING SOUTH 54 .. 1 11 RD SHOWING ADDITION'S HEIGHT I T I G SHOWING INSULATION LEVELS S � STE,S — °. S-3 SECTION LOOKING NORTH J .. ... _ S-4 SECTION LOOKING WEST _L / � . — CCUPAf�CY OR _ . _ — F-7 ELECTRIC PLANS & SYMBOL KEY j USE IS UNLAWFUL F'" W ELECTRIC NOTES - _ \ S-1 CONDON FOUNDATION PLAN & SECTION WITHOUT I. OUT CERT FICA M .:: ..::.:.. :::..:::::.. ...:.. O ENGINEERING ISOLATED COLUMN + FOOTING DETAIL F occuPaNc) FOUNDATION NOTES ��._ _ S-2 CONDON FIRST FLOOR FRAMING j R TA N STORM WATER RUNOFF DECK ENGINEERING ATTIC FRAMING P R DANT TO CHAPTER 236 O n.. FRAMING NOTESE ; Q THE TOWN CODE. S-3 CONDON ROOF FRAMING PLAN : :'' '' ''''' ENGINEERING STRAPPING DETAILS I .......... -LECTRICAL 0— EXISTING HEATED HOUSE NAILING DETAILS 1�� ,p GTI9�! REQUIREt3 .. .. ....... :....:........................ 2 2 n ♦♦^^ ul 1 D L� CLFfl � r� 4 VJ 20 . 5 �- VAR p 8 2022 111 —MA, BUILDING DEPT. TOVIN OF OUTHOLD rr I C..iY . f _ENCLOSE POOL TO CODE-i, ADDITIONAL FLOOR AREA ;S UPON COMPLE.ION , HORrH '` BEFORE"WATER'.:- INDEX of DRAWINGS -- EXISTING ,� ��VeD GLAsRctii�' NET NEW SETBACK CALCULATIONS ��'��°° ROOFED •�-^ � FLOOR PORCH DECK NEW _ �-nd C. error - FLOOR 720 sq.ft. AREA 3 E D ROO M COUNT AREA 25 FEBRUARY 2022 OF NES mXJn anual8 4445 H A L L O C K LANE per .ode (EVISIONS: 1 rih n ` o Ig tz og ;nstalledlted,replaced or SIDE YARD CALCULATIONS FRONT & REAR YARD CALCULATIONS 1:!Paired s1hall conform. to Chapter 172 EAST SIDE YARD 29 . 25 NO CHANGE SINCE ADDITION DOES NOT JDDITION to 4445 HALLOCK LN, MAT ITUOK, NY 11952 of the Toz�m code IIAP # 1000 - 112- 01 - 3.1 WEST SIDE YARD 20. 5' — GREATER THAN 20' PROTRUDE INTO THE FRONT or REAR YARDS M OF 2 SIDE YARDS = 49 . 75' /- DOUGLAS PEIX ARCHITECT SU OR REAR YARDS BEYOND EXISTING HOUSE P.O.Box1444 GREATER THAN 45THER`FORE OK . MATTITUCK, NEWYORK11952 , Phone: 646-643-9888 doug@dougpeix.com ` NEITHER SIDE YARD IS LES THAN 20 FORBIDDING ONLY path: [E DesktopE/computer/YODA /AAEDGE WEST WING ::: - FINAL-1.dwg] loll 10I - - r .. sn.li , a 70 oil! e . : J1 I L11JI cz cam= CL C7 c= c� q FLu za S C_ _J u I N Fm ISH SCHE "U"kUL �E 21 '0" O O # RM. NAME FLOOR NORTH EAST SOUTH WEST CEILING BASE CASING CROWN NTS. RM. NAME EGRESS EGRESS EGRESS EGRESS WIDE GWB, A&B WOOD GARDEN NONE NORTH PORCH CLOSET PLANK GWB GWB GWB GWB DESIGN ASSO. STATE BDB35 1 CLOSET 1 sloped HM9205 M 220X 3/4� 3/411X3-Y211 NEW WHITE OAK GWB + GWB + GWB + GWB + GWB, A&B WOOD GARDEN 2 PART NEW WHITE WOOD FLOORING. EGRESS RIVER r. a If DESIGN ASSO. 2 BATH 42 WOOD 42 WOOD 42' WOOD az WOOD STATE BDB35BATH OAK STONE TILE WAIN- WAIN- WAIN- WAIN- flat' 10 0 HM9205 CROWN FLOORING //B\ B B as in 2nd floor SCOTTING SCOTTING SCOTTING SCOTTING clear height 6-1/2" X y4" 3/4"X3�" A& B WOOD RELOCATED DOOR UNIT Bath AS 1st fl bath. AS 1st fl bath. AS 1st fl bath. AS 1st fl bath. HM9205-1 ( I w See Elevations See Elevations See Elevations See Elevations 0 and Details. and Details, and Details. and Details. w/ HM94D5 J SLOPED I w SLOPED CEILING, = CEILING, FOLLOWING FOLLOWING RIVER WONDER- WONDER- GARDEN NONE zPITCH of � PITCH of 4 BATH STONE TILE WONDER-BOARD WONDER-BOARD WONDER-BOARD WONDER-BOARD BOARD UN- BOARD UN- STATE BDB35 2,3,9 BATH Z SHED ROOFSHED Re 2a UNDERLAYMT UNDERLAYMT UNDERLAYMT UNDERLAYMT 1/ TILE WILL Q z 20" as in 2nd floor DERLAYMT DERLAYMT 3/4"X3 12" = BREEZE WAY #5 SHOWER Bath w/ w/ SBO GLAZED � �� w/SBO GLAZED �� w/SBO GLAZED � �� w/SBO GLAZED � �� w/SBO w/SBO BE THE SHOWER z radiant heat. CERAMIC TILE, 80 CERAMIC TILE, 80 CERAMIC TILE, 80 CERAMIC TILE, 80 GLAZED GLAZED CROWN CLOSET # z exact ht. to be jived exact ht. to be jived exact ht. to be jived exact ht. to be jived CERAMIC CERAMIC w/tile module. w/tile module. w/tile module. w/tile module. TILE TILE 5 PORCELAIN TILE FLOOR w/ RADIANT WIDE GWB, wall GWB GARDEN 2° HEAT; material SBO PLANK GWB GWB GWB 1x4 on 3 I EXISTING 3n MBR thickened SLOPED, FOLLOWING STATE BDB35 MBR NORTH OAK THE ROOF w/ 1x4 3/4"X3%2" the flat NORTH 34 LIVING applied ribs (as in TV rm). BEAM ABOVE TO RECEIVE CROWN MOLDING. PROTECT EXISTING WINDOWS ROOM GWB, wall GARDEN A&B WOOD D 5 PRIMARY WIDE A&B WOOD # HM9205-1, 4 NO BR. #3 3S MBR PLANK thickened GWB GWB DESIGN ASSO. STATE BDB35 MBR N, OAK GWB GWB 3/4"X3%2' blocked gut SOUTH SOUTH HM9205 beyond STRUCTURAL WALL 6-1/2" x 3/4" casing tdm. [supporting Library roof NEW WHITE OAK WOOD joists to remain&TO BE GARLAUNDRY EN PORCELAIN p STATE BDB35 D� EXTENED UP TO FORM 4 FLOOR GWB GWB GWB GWB GWB FLOORING,MIXED THE EAST WALL OF THE TILE(SBO) 3/4"X3-Y" NONE 5 GRADD MATCH EXISTS; FLOOROFADDITION. HOUSE PORCELAIN TIL A&B WOOD GARDEN . PAVERS w/ DESIGN ASSO. W13 ON BOTH STATE BDB35 6 D a HVAC SUBCONTRATOR © g FILL IN of NARROWER 20' DOORS. FRAME DOWN HM9205 3/4"X3 Y2' TO ADVISE IF MORE CENTER DOORS#5,6,7,&8 ON ROUND Ts" 5 BREEZE RADIANT HEAT; GWB NONE BREEZE SUPPLY REGISTERS 20' WINDOW IN EAST PARTITION FA HEAD IN SIMILAR SUBFLOOR GWB GWB GWB GWB 6-1/2" X%" ARE NEEDEDIN THIS TB" FASHION. REATTACH WAY BUILT UP SO WAY HORIZONTAL D CEILING� MAIN SPACE 7 REFRAME&TRIM Q CASING&EXTEND 10'0"HEIGHT OPENING for A BASEBOARD. HANG TILES WITH PAIR OF SMALLER& NEW DOORS. EXISTING SHORTED DOORS. ALIGN w/ LR FL. ------ ------ PROTECT FLOOR& 2 ucac acuxo Hoa".�s LIBRARY #6 PATCH @ SADDLE EXISTING NEW GWB& EXISTING white EXISTING& EXISTING+NEW PORCELAIN 34q \ I 1 6 EXISTING WIDE EXISTING EXISTING EXISTING existing washed wood;patch SALVAGED ON ON DOORS#5,6,7 EXISTING 7 EXISTING TILE �—c LIBRARY PLANK OAK GWB GWB GWB as needed@ elec wk WEST WALL &8 TO LIBRARY#6 LIBRARY FLOOR �no Z i 34 0 "TONGUE&GROOVE 0 � D � HORIZONTAL EXPOSED FRAMING EXPOSED FRAMING EXPOSED FRAMING EXPOSED FRAMING EXPOSED FRAMING TYPICAL CASING CEILING I o A ATTIC PLYWOOD,screw 1x4 on THREE NONE 7 ATTIC HEIGHT ,�, I HORIZONTAL — attached with SINGLE CELL with SINGLE CELL with SINGLE CELL with SINGLE CELL with SINGLE CELL WINDOWS I �_, SHOM I CEILING@ e INSULATION visible INSULATION visible INSULATION visible INSULATION visible INSULATION visible � S" I H,� I D ;BHT I ,00"HEIGHT o 1==" BATH ABOW 902 # RM. NAME FLOOR NORTH EAST SOUTH WEST CEILING BASE CASING CROWN RM. NAME LAUNDRY/#4 �U=T wA91Elt t O a g IAM FMMATW mw aiEDosEr�"M SPECIFIC NOTES FROM FINISH SCHEDULE 0 0 EXACT LOCATION OF WEST CLOSET WINDOW TO BE CONFIRMED (' P-1 FIRST FLOOR PLAN BY ARCHITECT WHILE FRAMING IS UNDERWAY. F-2 1�� _ NORTH r 3' a' 8 ' SCALE: 4 1 0 UNDER NORTH PORCH 2 EXACT HEIGHT OF WAINSCOTTING PANELING TO BE CONFIRMED BY THE existing ARCHITECT. ISSUES INCLUDE RELATIONSHIP TO WINDOW, HEIGHT OF WALLTYPES & SYMBOLS 'SPLASH' AT LAVATORIES AND LOCATION OF ELECTRICAL SWITCHES. ARCH ITECTU RAL PLANS ARCH/r n NEW INTERIOR GWB �� o DIRT FLOOR 3 AT BATH SHOWER THE GLASS PARTITION & THE SHOWER DOOR SHALL ® i� FINISH SCH ED ,�� PARTITIONS w/ 5/8 ULE & KEY � o � CRAWL SPACE BE SEATED AGAINST FRAMING SLABS OF STONE. SHOWER FLOOR THICK LAYER on BOTH SHALL PITCH DOWN TO THE LINEAR DRAIN. SEE DE TAILED DRAWINGS. Y SIDES as appropriate. L 4 NORTH - SOUTH WIDTH OF THIS SPACE TO CONFORM TO 30 OOPPINING TO ALIIGGNw NEW EXTERIOR WALLS TO DETAILED DIMENSIONS OF LAYOUT PLAN. - �', - sT NEW SLAB. TAKE REMOVED WINDOWANDD TYPICALLY FRAMED IN 12 APRIL 2022 REVISED USE IT TO REPLACE PROVIDE ELECTRIC ROTTEN ONE AT NORTH. 5 DOOR [#2] INTO ROOM TO HAVE A RAISED STONE SADDLE. LAUNDRY CONNECTION CONNECTION SAS .qP� SINK COUNTERTOP & SHELVING ABOVE MACHINES TO BE SBO. 2x6 STUDS w/ INSUL- - HVAC EQUIPMENT ATION as indicated in EXISTING REVISIONS: Ist floor plan labeled correctly. Basement (crawl space) Plan added [P-2/F-2]. SPACE HVACROOM ResCheck list of R-23 SPAS N B IN CRAWL UNDER MECHANICAL 6 SUBFLOOR OF THIS SPACE TO BE CONSISTENTLY AND WELL Irsulation for Exterior Walls called out correctly (consistent w/ Res Check list) in Wall Type Key. To FEED NEW Ducts. UNDER FOUNDATION DUCTS TO BE LIBRARY SUPPORTED SINCE IT STRADDLES EXISTING AND NEW FOUNDATION. MUD p COMPLETELY INSULATED. CRAWL SPPACE ACE SLAB FOR RADIENTLY HEATED FLOOR TILES NOT TO CRACK. HVAC CONTRACTOR 1D EXISTING STRUCTURAL CS EQUIIIPMENT RMHEICHT IS 7 WOOD FLOOR OF WING TO ALIGN PERFECTLY WITH 1ST FLOOR WALL, ADJUST & MAKE ADDITION to 4445 HALLOCK LN, MATTITUCK, NY 11952 ADEQUATE FOR EQU INSTALLATION AND SERVICE. LEVEL.. SADDLE AT DOOR #5 TO BE FLUSH. TALLER AS 6" EXTERIOR NAP # 1000 - 112- 01 - 3.1 8 ATTIC IS UNFINISHED SPACE. IT WILL HAVE NO SKEETROCK ON WALLS OR WALL (EAST WALL OF 42'INSULATED ACCESS DOOR CEILING. DROP DOWN STAIR TO BE APPROVED BY ARCHITECT PRIOR TO BR & ATTIC. DRAWWALL DOUGLAS PEIX ARCHITECT SPECIFICATIONS R PROVIDED AS ROVIDED BY ORDER BEING PLACED. OPENING FOR STAIR TO BE INSULATED. PLYWOOD EXISTING WALLS & PDED STRUCTURAL ENGINEER .` an drawings P-2 FOUNDATION FLOOR PLAN s-T.s_zS_3 FLOOR SHALL BE SCREW ATTACHED, with screws spaced a minimum of 8" apart PARTITIONS .Box 1444 F-2 SCALE:1/8"=1'0" NORTH MATTITUCK, NEW YORK 11952 on all framing joists. Framing of floor above Laundry to be done in such a way that # WINDOW & EXTERIOR Phone: 646-643-9888 o 1. r , its future removal will not compromise the structure. doug@dougpeix.com p DOOR #s 9 GLASS SHOWER ENCLOSURE & GLASS DOOR will be SUPPLIED & ® INTERIOR DOOR # Y path: [Desktop/This IPC/Share (\\1x2) /aaAUTOCADDRWGS ::: FINAL-7feb2022.dwg] INSTALLED BY OWNER. I FOR BIDDING ONLD HVAC FLOOR DIFFUSER 7 77 - PLUMBING NOTES 1 ] LOCATION OF ALL VERTICAL STACKS & SUPPLIES 21 '4" TO BE CONFIRMED WITH ARCHITECT. EAVE EDGE TO EAVE EDGE 2] HOT WATER SUPPLY LINES TO SHOWER, 21 '0" LAVATORIES, & W/C SHALL BE LOOPED SO THAT OUTSIDE WALL TO OUTSIDE WALL HOT WATER IS QUICKLY AVAILABLE. 3] ALL WASTE LINES & VENT LINES SHALL BE CAST IRON. NORTH PORCH 4.] SUPPLY SHUT OFFS FOR EACH DEVICE AND FOR THE ENTIRE BATHROOM. WHOLE BATHROOM SHUT O BEL LAUNDRY. OFF T LOCATED IN THE 5] HOT WATER SUPPLY LINES TO KITCHEN SINKS TO BE LOOPED SO THAT HOT WATER ISQ UICKLY AVAILABLE AT BOTH SINKS. PRICE THIS WORK AS AN ADD-ALTERNATIVE. SHED ROOF w/ SAME ROOF ABOVE BREEZE- 6] PLUMBER TO MAKE CERTAIN THAT WASTE LINES ARE I SLOPE AS EXISTING EWAFRAMED; BE ENTIRELY ADEQUATELY SIZED (4" FOR W/C) AND ADEQUATELY MAINTAIN CONTINU- NORTH PORCH ROOF ITY WITH NORTH PORCH PITCHED SO THAT WATER FLOWS PROPERLY DOWN THE ROOF. DRAIN. SEE PLUMBING RISER DIAGRAM. OF HOUSE 7] PRESSURE AND & PIPE SIZES SHALL PERMIT ALL SHED ROOF PLUMBING TO FUNCTION SIMULTANEOUSLY WITH J J J YY Y NO DECREASE OF FUNCTION AT OTHER DEVICES. 8] SHOWER PAN TO BE LEAD OR APPROVED EQUIVALENT. EXISTING 9] ALL FIXTURES & FITTINGS TO BE SBO. LIVING SKYLIGHTS 1 O] PRICE LINEAR SHOWER DRAIN AS ADD-ALTERNATIVE. RELOCATED WINDOW ROOM TO BE o CENTERED 1 1 ] PROVIDE APPROPRIATE GAS CONNECTION TO ON WINDOWS EXISTING HVAC EQUIPMENT, IF NEW FURNACE INCLUDED AS ATTIC WALLS & ROOF SKYLIGHT PART OF THE WORK. SATISFY ALL SAFETY CODES. UNDERSIDE TO BE EXISTING MAIN 121 WORK INCLUDES ANY REQUIRED RELOCATION or EXPOSED FRAMING [no CRICKET SKYLIGHT HOUSE REFEEDING OF GAS TO EXISTING EQUIPMENT. GWB]with INSULATION. MBR 131 PLUMBER SHALL INSTALL ALL FIXTURES AND FITTINGS. NORT PLUMBER SHALL SUPPLY AND INSTALL ALL COMPONENTS %4" T&G A/D PLYWOOD UPPER PART ATTIC FLOOR. SCREW OF EXISTING NECESSARY FOR RELOCATED WASHING MACHINE. ATTACHED every 6" along LIBRARY #6 POSITION PLUMBING CONTROLS SUCH THAT THEY ARE each FLOOR JOIST. EASILY ACCESSED. VENT Cu �.9MM ROOF JMM AND 141 PLUMBER SHALL PROVIDE WATERPROOF PAN Rum PROMM I" UNDER WASHING MACHINE CONNECTED TO THE Deo BATHROOM DRAINS ° OPENING IN FLOOR � 5] PLUMBER SHALL OBTAIN ALL REQUIRED 1 66DO FOR PULL-DOWN Z d-/STAIR to ATTIC.X INSPECTIONS & FINAL SIGN-OFFS. 161 PROVIDE ONE, SELF-DRAINING HOSE BIB. AS AN ADD-ALTERNATIVE, ADVISE ON COST TO MAKE THIS CAPABLE OF DELIVERING HOT & COLD WATER. /2'6-1 /2" 17] ALL WORK TO BE FULLY CODE COMPLIANT & s/4' T&G A/D PLYWOOD 0 ULTIMATELY SIGNED OFF and APPROVED. ATTIC FLOOR. SCREW SEE STRUCTURAL ENGINER'S DRAWINGS (S-3) FOR ROOF FRAMING, 7 181 CONNECT GAS TO PREFAB, VENTED GAS FIREPLACE. UNIT ATTACHED every 6 along RELATED STRAPPING DETAILS and NAILING SCHEDULE. ] P-1 ATTIC PLAN [APPROX 450sgft] each FLOOR JOIST. 10' SUPPLIED BY OWNER. MAKE GAS CONNECTION AS PER ALL F-3 1.. _ NORTH CLEAR CEILING HEIGHT P-2 ROOF PLANKOOF MFGR'S INSTRUCTIONS. INCLUDE MANUEL ON-OFF SWITCH SCALE: 4 — 1 0 BELOW. FOR GAS. BUILDER TO INSTALL, SUPPLYING INSULATED LINE OF WALLS BELOW 2'1 " ��3SCALE: 4" = 110" NORTH PIPE AND RAIN CAP TO PERMIT VENTING THROUGH ROOF. ROOF. >5>9 OPENING IN ATTIC (CABINETRY AROUND FIREPLACE TO BE SBO. WALLS OF ATTIC I 0o I FLOOR FOR DROP 00 DOWN STAIR. TO HAVE Z FLOOR PLANS � I I INSULATED ON TOP, ROOF & ATTIC O SEE DETAIL. EKED AIZCy L- 2" PLUMBING NOTES ���� °°°�;"sp��'T��;, MISCELLANEOUS NOTES I S("0EL ® S PROJ ECT �! ES * : BA HRO M PLUMBING RISER DIAGRAM - a 1 MOVE EXISTING WASHER & DRYER INTO NEW LAUNDRY ROOM. 7 AT 3 STAIR WINDOWS AND 3 NORTH BR DOUBLE HUNGLA NDRY 2" 2" 2" 2" ` • 1^')', 1230"��d AT OLD WASHER/DRYER CLOSET REMOVE VENT AND ITS I WINDOWS, REMOVE SHINGLES BENEATH WINDOWS (2 COUR�ES) 4» 25 FEBRUARY 2022 OF IN 2 ENCLOSING ELEMENTS. PATCH EXTERIOR SHINGLES. AND REPLACE w/ AZEC or EQUIVALENT TRIM. TO BE PAINTED ELOCTEE LAUNDRY ADDITIONALLY OPEN WEST WALL (to entry), PROVIDE BLOW-IN DARK GREEN OF TRIM COLOR. WASHANG SINK WC LAV LAV INSULATION & RE-SHEETROCK AS NECESSARY. 8 AT PAIR OF DOORS BETWEEN LIBRARY AND LIVING ROOM MACHINE SHOWER REVISIONS: , F— -- —I REMOVE AND DISCARD DOORS. FRAME DOWN OPENING TO :71stFLOOR 3 AT METAL TOWER ROOF SODDER or OTHERWISE SECURE THE " ' PROVIDE FOR NEW PAIR OF 18" WIDE DOORS. REINSTALL TRIM 2" 2" 4" 2" 2" 2 FLAT HORIZONAL JOINTS BETWEEN LAPPED JOINTS TO MAKE i ADDITION to 4445 HALLOCK LN, MATTITUCK, NY 11952 SURE THAT ROOF RETAINS WATERPROOFNESS AND NO LONGERIAND PATCH GWB TO MATCH ADJACENT SURFACES. i 2„ MAP # 1000 - 112- 01 - 3.1 OIL-CANS IN STRONG WINDS. 19 AT BREEZEWAY & BATHROOM RADIANT HEAT IN THE FLOOR IS 4 2 4 REPAIR ASPHALT SHINGLE ROOF ABOVE TV HALL TO STOP TO BE PROVIDED. EACH TO BE CONTROLLED BY A LOCAL 4" OCCASIONAL LEAK IF WEATHER COMING IN FROM NORTH. THERMOSTAT. CONTRACTOR TO REVIEW w/ PLUMBER & DOUGLAS PEN ARCHITECT 5 RESUPPORT NORTH EAST (9'x9') CORNER OF FLOOR OF NORTH ELECTRICIAN AS TO THE BEST TYPE TO BE USED AND ADVISE P.O.Box 1444 THE OWNER. COST TO INSTALL, COST OF USE AND RELIABILITY PLUMBING RISER DIAGRAM MATTITUCK, NEW YORK 11952 ROOFED PORCH. Phone: 646-643-9888 6 REPAIR ASPHALT SHINGLE ROOF NORTH OF GLAZED PORCH ARE THE CRITERIA. OWNER WILL DECIDE ON BEST TYPE. R_� BATH & LAUNDRY doug@dougpeix.com JUST ABOVE DOOR. F-3 Not to scale FOR BIDDING ONLY path: [Desktop/This PC/Share O\1x2) /aaAUTOCADDRWGS ::: FINAL-7feb2022.dwg] 777777 „ - SCHEDULE of INTERIOR DOORS 25 FEBRUARY 2022 CLOSET DOOR # SIZE LOCATION TYPE SWING HDWR. SPECIFIC REMOVE STACK— NOTES ING WASHER & DRYER & BATH INSTALL IN NEW TWO PANEL, UPPER LAUNDRY CLOSET 11 RH PRIVACY OPEN WEST 1 34x80 BATH #2 PANEL FROSTED SAFETY GLASS WALL & PROVIDE NEW, SPRAY IN- TWO PANEL, UPPER SULATION. 11 PRIVACY RESTORE GWB. 2 34x80 LAUNDRY #4 PANEL FROSTED LH SAFETY GLASS REMOVE DRYER EVENTNCLOSURE & 11 11 TWO PANEL, UPPER RH PASSAGE PATCH SHINGLES CLOSET #1 PANEL FROSTED WALL REPLACE THIS ON OUT9ffE'__ SAFETY GLASS SECTION OF NORTH PORCH 11 11 3 PULLS, SBO ROOFING w/ 4 24 x80 TWO PANEL, UPPER MATCHING BREEZEWAY PANEL FROSTED POCKET ENTRY SHINGLES WHERE SAFETY GLASS SLIDER POSS. LOCK LEAK WAS ENTRY DETECTED. PROVIDE 11 11 TWO PANEL, UPPER 3 PULLS, SBO 5 24 x80 POCKET coNnNuous BREEZEWAY PANEL FROSTED SLIDER POSS. LOCK WATERPROOF PORCH UNDERLAYMENT SAFETY GLASS. MEMBRANE. FRONT DOOR 11 11 POSSIBLE F--- ------------= 6 18 X80 LIBRARY #6 TWO PANEL ACTIVE LIEF LOCK B II II I 11 11 CREMONE BOLTS I DOORS ENCLOSING OLD REMOVE 7 18 x80 LIBRARY #6 TWO PANEL PASSIVE LIEF to SECURE LEIF B II PORCH. AFTER SUPPORT OF STATIONARY ADDITION I I ROOF IS ASSURED, REMOVE DOOR & DEMOLITION PLAN @ OLD TREE POSTS. SAVE POSTS & SWINGING DOOR. WILL BUTT Z I I DOORS FOR OWNER. REMOVE DISCARD. 11 11 POSSIBLE D Y CLOSET UP F I I WOOD FLOOR TO ASSURE REMOVE SADDLE. 8 18 x80 LIBRARY #6 TWO PANEL ACTIVE LIEF LOCK A, C P-2 LAU N R COS AGAINST I I SOLID SUPPORT OF FINAL \ o II BREEZEWAY FLOOR. SAVE \ Z DECK FLOORING FOR USE IN \ F-4 �„ _ 1, NORTH THIS o I I FUTURE NORTH PASSIVE LIEF SCALE: 4 - 1 0 FOUNDATION 4 I IPORCH i 11 11 CREMONE BOLTS REMOVE approx. o I I 9 18 x80 LIBRARY #6 TWO PANEL to SECURE LEIF A C CANTILEVERED I I LR SECTION OF zI HOUSE < Q I I DOOR N EXTERIOR DOOR SHOWN ON WINDOW SCHEDULE. 77771 N NOTES I SMALL CL. DOORS #1 #5 TO BE„NEW TRU-STYLE, 1-3/4 THICK, TWO PANELED (as presently in OEMOLITIO house # TS-2210(BV) C . UPPER PANEL TO BE FROSTED SAFETY GLASS. PROVIDE SALVAGE CLOSET DOOR, SAMPLE OF GLASS FOR APPROVAL. 1 ] PROTECT ALL BEFORE COMMENCING WITH ACTUAL I _ HINGES, CASING TRIM for 2 HARDWARE LATCH SETS & dummy knobs TO BE SUPPLIED BY OWNER. DEMOLITION: � REUSE in Door #5 Y a WINDOWS TO REMAIN, PROTECT GLASS, —I —� 3 THREE 4"X4" BUTT HINGES PER DOOR; ARCHITECT TO POSITION. SBO FRAMES & TRIM. 0 z0° -'1 1 1 REMOVE SHED ROOF in 1 LIB GARY 4 DOORS TO BE DELIVERED PREHUNG AND PREDRILLED, assuming GC agrees, if �z F- M w I I re oration for NEW REMOVE PAIR OF EXISTING H — J b WOOD FLOOR OF LIBRARY. F- Q m I IIP P I 1 DOORS & DISCARD. SALVAGE supplied by Owner. LATCH SET SET BACK TO BE PROVIDED. Q N I I CRICKET. ATTEMPT to 8 CASING AS FEASIBLE. FRAME c OPENING TO OLD HOUSE, to PREVENT WATER o Q 00)!f w I I I I DOWN OPENING FOR NEW PAIR Z EL- II HEIGHTEN LINTEL of DOOR OF 18” WIDE DOORS [DOORS 5 STRIKE PLATES TO EXTEND FAR ENOUGH TO PROTECT JAM LINING FROM DAMAGE. INFILTRATION. � c z Q I I i I I # 5 IF SUPPORT OF I 9 #8 & 91 ULTIMATELY PATCH Z w , NEEDED REDO CASING & FILL IN TCH CONTRACTOR TO ADVISE. IY m Z W I ADJACENT NWALLS.TO A(May need d DOORS TO BE REUSED. o � w � 1 I I I LIBRARY ROOF CAN BE I / to use �� Gw6.) e BASEMENT EQUIPMENT UNDER LIBRARY, Lu o o Q w I I 1 MAINTAINED. 1 6 HINGES, DOOR KNOBS & ASSEMBLY, FLUSH PULLS, EDGE PULLS AND STRIKE PLATES OfL_ zV) W ESPECIALLY HOUSE CIRCUIT BREAKERS IN TO BE SUPPLIED BY OWNER. BASEMENT. EXISTING ADJACENT SURFACES TO REMAIN. 7 CONTRACTOR TO SUPPLY & INSTALL HIGH QUALITY POCKET SLIDER TRACKS. g 1 SALVAGE CLOSET DOOR, L BEA TA " 2] ELECTRICAL LIGHTS SWITCHES FAN OUTLETS 8 DOOR #6 & #7 HEIGHT WILL S LL AS POSSIBLE, UP TO 84 , DEPENDING ON THE HINGES, CASING TRIM for SMALL cL. TO BE REMOVED IN PART OF LIBRARY BEFORE REUSE in Door #5 HEIGHT POSSIBLE THAT THE CURRENT HEADER BEAM CAN BE RAISED. COMMENCEMENT OF DEMOLITION. SAFE OFF 9 POCKET DOORS SHALL HAVE A 2" WIDE STRIP ADDED TO THE WIDTH OF EACH DOOR DEVICES TO REMAIN. �— so that the full two doors will be visible when the doors are closed. CONTRACTOR TO 31 OWNER WILL REMOVE ALL FURNITURE, WINDOW path: [E DesktopE/computer/YODA /AAEDGE-WEST WING ::: FINAL-23JAN2022.dwg] AutoCAD 2020 CONFIRM WITH ARCHITECT SO THAT HE UNDERSTANDS. TREATMENTS AND CARPETING FROM THE LIBRARY NOTES- BEFORE THE COMMENCEMENT OF WORK. P-1 DEMOLITION PLANS 41 PROTECT THE WOOD CEILING OF THE LIBRARY. F-4 SCALE: 4" = 1'0" NORTH A THIS DOOR IS TO PATCH AS NECESSARY AT REMOVED LIGHTS FROM REPLACE EXISTING CEILING AND AT POCKET SLIDE R #5 HEAD. DOORS BTWN. LR & EXTRASTRUCTURALNOTESLIB INTERIOR DOOR SCHEDULE �. �RGDAARcLIBRARY, OPENING G �,\ S A ,. 5] REMOVE ROOF & 4 CANTILEVERED SECTION OF INTERIOR DOOR NOTES ID HOUSE. DO SO WITH CARE TO PROTECT SEATING 1 FOLLOW ALL DRAWINGS AND NOTES AS PREPARED BY NEEDS TO BE �`` `' " ] REDUCED. DOORS DEMOLITION PLANS OF LIBRARY ROOF BEAMS. IF FEASIBLE WITHOUT STRUCTURAL ENGINEER. (Drawings # S-1, S-2 & S-3.) DEMOLITION NOTES DESTABLIZING THE LIBRARY ROOF FRAMING, 21 COMPLY WITH ALL BUILDING DEPARTMENT ARE TO BE RAISE THE HEADER ABOVE POCKET DOOR #5 TO REQUIRED INSPECTIONS AND APPROVAL BEFORE CENTERED ON T HE v �O�2so4��o GAIN 12" OF EXTRA HEADROOM ABOVE PRESENT CONTINUING TO NEXT PHASE OF CONSTRUCTION. ROUND WINDOW. 25 FEBRUARY 2022 _ NE HEADROOM. 3] FRAME ATTIC FLOOR ABOVE LAUNDRY IN SUCH A B DOORS #6 & #7 ARE TO BE CENTERED 6 ALL DEMOLITION DEBRIS & CONSTRUCTION DEBRIS WAY THAT ITS FUTURE REMOVAL CAN OCCUR REVISIONS: ] WITHOUT COMPROMISING THE STABILITY OF THE ON ROUND WINDOW OVER THE COURSE OF THE WORK TO BE REMOVED STRUCTURE WILL NOT BE COMPROMISED. AND DOORS #8 & #9. AND DISCARDED ACCORDING TO TOWN RULES. 41 PAIR FOUR ROOF RAFTERS for FUTURE ROOF C PREPARING FOR 71 OWNER WILL REMOVE 15' of PRIVET AT DRIVEWAT DORMER DORMERS. DOORS #8 & #91 ADDITION to 4445 HALLOCK LN, MATTITUCK, NY 11952 CIRCLE TO ALLOW FOR ACCESS TO THE HOUSE. 51 CORRECT SEATING OF EXISTING FRAMING BEAM TAKE CARE TO MAP # 1000 - 112- 01 - 3.1 OWNER WILL REMOVE THE PATH PAVING STONES. UNDER EAST WALL OF LIBRARY TO ASSURE FULL, PROTECT FLOOR & 8] CARE SHALL BE TAKEN TO SAFEGUARD THE 1 ,000 STABLE SUPPORT. INTRODUCE LALLY COLUMNS LR. SALVAGE TRIM OR MASONRY SUPPORT PIERS. AND RE-CASE w/ DOUGLAS PEIX ARCHITECT GALLON BURIED LP GAS TANK & THE GENERATOR & A/C SAME MILLWORK P.O.Box 1444 EQUIPMENT. MA PROFILE. �Pho eK646-643 9888 11952 doug@dougpeix.com FOR BIDDING ONLY path: [E DesktopE/computer/YODA /AAEDGE WEST WING ::: FINAL-23JAN2022.dwg] AutoCAD 2020 1,1 IP 11117 111 poll " j 19 WINDOW & ONE EXTERIOR DOOR SCHEDULE 13 FEBRUARY 2022 4445 HALLOCK LANE / DOUG PEIX Manufactured by ANDERSEN TYPE ANDERSEN QNTY ROUGH PANES FUNCTION ROOM NOTES NUMBER OPENING A WDH21056 6 310.1/8" X5'8.7/8" aper DOUBLE MBR (3 N & 1 E), SASH HUNG LAUNDRY (1) B WDH2456 4 2'6_1/8" X 5'8.7/8" per DOUBLE BREEZE WAY SASH HUNG C FWH2768AL2117" X 618" 2/6 IN SWINGING BREEZE WAY EXTERIOR GRADE PLYWOOD DOOR 1 W/ KEYED CYLINDER LEFT HAND Shingles shingles Where Detail D-1 is taken. ATTACHED AS PER STRUCTURAL „ - TRANSOM WEST WALL ENGINEER'S SPECIFICATIONS D WTR20111 5 212-1/8 x 211-7/811 2/2 [FIXED] MBR Shingles Shingles BIRD'S MOUTH CUT INTO ROOF JOISTS TO E AXW31310-1/8" ' - " CLOSET# 1 2 Shingles Shingles 2 x 3 0 1/2 3/3 AWNING ( ) INTERLOCK SEATING OF BEAM ON 2x6 Relocated window WALL FRAMING. A31 p AWNING ATTIC SOUTH from West dormer. \ / F 2 3'0-1/2" X 2'0-5/8" 3/2 I ASPHALT ROOF SHINGLES SET ON FULL AYER OF ICE &WATER SHIELD G WTR210111 2 3'1.1/8" x 2'1_7/8" 3/2 TRANSOM BATH & LAUNDRY . . . . .". ... . Roof pitch same . as existing porch Price as alternate Attic floor level NDERLAYMENT staining seam meta SHED ROOK, dark green aluminum. DOUBLE 1 st floor ceiling ' SKYLIGHT SKYLIGHT SKYLIGHT Roof pitch same H WDH210310 2 3'0-1/8" x 4'0-7/8" 3 2 BATH & LAUNDRY :.:.:EXISTIIN:G::H:OUSE:::::::::.:.:. . . . as existing porch 1 HUNG 4 MINIMUM, to hang/4 of . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . UNDER EAVE PANELING 24 TOTAL # OF WINDOWS + DOOR Shingles FULL 1"x 4" TRIM, PVC G to UNDER EAVE TO BE CLAD w/STANDARD /4" EXTERIOR GRADE RELOCATED EXISTINbe " " 8/3 EXISTING 1 70 X26 AWNING ATTIC NORTH BEAD MDF #SB3SB, 3 PLYWOOD ON CENTER,%2" THICK w/ GROOVE RUNNING UNTREATED CEDAR WINDOW NOTES . a I I PERPENDICULAR TO SHINGLES, 4 TTW, TO MATCH HOUSE . . . . . . . . . . . . . . . • . . THE HOUSE. 1 GRILLE CONFIGURATION - FULL DIVIDED LIGHT - GRILLE WIDTH 7/8 " � .l . . . . . . * * * ' ' L±idl LW- — —� SELF-ADHESIVE TYVEK BLUE FRMS WALL FOR FUMiE IYPEA WWDWI 2 GLASS - LOW - E4 / LOW-E. 1st floor level HOUSE WRAP 3 400 SERIES DOUBLE HUNG WOODWRIGHT & 400 SERIES AWNING. EXTERIOR - FOREST Shingles " � � � • • � • � " � � • GREEN. All windows: INTERIOR - WHITE. C 2x6 FRAMING OF EXTERIOR WALL 4 WINDOWS HARDWARE - DISTRESSED BRONZE, ESTATE HARDWARE. EASY-GRIP HANDLE. ALL AWNING WINDOWS TO BE CRANK OPERATED. 5 DOOR HARDWARE STYLE = YUMA - DISTRESSED BRONZE. TO MATCH OTHER DOORS IN HOUSE. 21 '0" (D-1 DETAILED EAVE & WALL SECTION 6 ALL OPERABLE WINDOWS TO BE PROVIDED WITH INSECT SCREENS. TRU SCENE SCREEN. F-5 NOT TO SCALE EXTERIOR FOREST GREEN, INTERIOR WHITE. (NO SCREEN DOOR) 7 ALL WINDOWS TO BE SET IN 2x6 FRAMED EXTERIOR WALLS. PRICE EXTENSION JAMBS SEPARATELY. E-1 PROPOSED NORTH ELEVATION 8 ALL NEW OR RELOCATED WINDOWS TO BE PROVIDED WITH DARK GREEN ALUMINUM CAP FLASHING. F-5 SCALE: 4' — 1'0" EXISTING 9 ALL NEW HORIZONTAL TRIM TO BE FLASHED AT TOP (AS ARE WINDOWS). HOUSE. FIXED WINDOWS TO BE PROVIDED WITH NO HARDWARE AND N SCREENS. 10 o s s. THESE ARE THE FIVE TYPE [F] WINDOWS. 11 WINDOWS TO TYPICALLY BE PICTURE FRAMED, EXCEPT FOR 2 "E" & 2 "H" WINDOWS THAT WILL HAVE TRADITIONAL WINDOW SILLS. 12 ALL INTERIOR/EXTERIOR WINDOWS TO BE FOREST GREEN ON EXTERIOR & WHITE ON INTERIOR. INNER CLERESTORY WINDOWS TO BE WHITE INSIDE AND OUT. 13 ALL NEW DOUBLE HUNG WINDOWS TO BE PROVIDED WITH SASH LIFTS, IN DISTRESSED BRONZE. SKYLIGHTS See Detail of trim TYPE VELUX ROUGH NUMBER QNN OPENING PANES FUNCTION ROOM NOTES at roof edge FIXED FCM2246 0005 3 26-5/8" x 50-5/8" 1 NONE BREEZEWAY CEDAR with LOW E, TEMPERED GLASS. EXTERIOR TO BE BRONZE FINISH. SHINGLES .'. . . . Align with three Breezeway windows. CEDAR CEDAR SHINGLES SHINGLES CEDAR SHINGLES . . . . . . . • • • . . . . . . . . . . . . . . I . . . . . . . EXTERIOR ELEVATIONS: RED q F F NORTH SOUTH & WEST L���oouG�nSRC�i,� A . . . . . . . . .". . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4� '+ F .� WINDOW SCHEDULE =� `� nPPRox nrnc FL. CRICKET . . . . .'.'.'.'.'.'.'.'.'.'.'. . .'. . . . . . . . . .' Y " :�Ex�STING :HODS WINDOW NOTES 10'0" CEILING HT. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . P •t, _5—r A :C . . ........... .....•.•.........•.•. ..... . ..... ....•. ..... ... ....... .....•... . ... ..I..•.• FIND FUND Fll® FIXED FIXED -E----A ` 012104 . 25 FEBRUARY 2022 `�� NES 0 0 0 0 0 . I I REVISIONS: . . . . : : : : : .:. . . . . . . . . . . . . . . .:. . . . . . . CEDARLLj=Li � — . . . . . . . . . . 1.. . . . . . . . . . . . . . . . CEDAR SHINGLES SHINGLES H ::::::::::::::::::: ::::::::: ::::.:. 1st floor level ADDITION t0 4445 HALLOCK LN, MATTITUCK, NY 11952 FIRST FL. LEVEL Naz d . . . . . . . . . . . . . . . . . . . . F MAP # 1000 - 112- 01 - 3.1 00Zww . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . R oa= w Wcn M��'�' CEDAR SHINGLES .". .'." oar n c�a ;vii . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Z o n z� Q,�� . . . . . . . . . . . . . . aim o vsio<ol-`' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � z p : . . . . . . : . . . . . . . . . : . . . . . oPEN. . . : . : . . . . . . . . DOUGLAS PEIX ARCHITECT . . . . . . . . . . . . . . . . . . . . . . . . . P.O.Box 1444 MATTITUCK, NEW YORK 11952 E-2 PROPOSED SOUTH ELEVATION EXISTING E-3 PROPOSED WEST ELEVATION Phone: 646-643-9888 H OU SE. dou dou eix.com IF-5 SCALE: 4.. _ 1.0.. F-5 SCALE: 4.. _ 1,0,E g@ gP VIM FOR BIDDING ONLY r path: [E DesktopE/computer/YODA /AAEDGE WEST WING ::: -FINAL-1.dwg] S-6 SCA E: 4f. _ 1.o„ �P <1C1 ROOF IE BEAMS,7' above ATTIC FLOOR INSULATION = R49 ATTIC zL UNFINISHED ATTIC 2x6 FRAMING Relocated window ATTIC FLOOR %"PLYWOOD ���STMLIC'I`URAL ATTIC FLOOR JOISTS � ATTIC FLOOR JOISTS BEAM CAN HBELOWO JOISTSdr— / \ / BATH o EXTERIOR WALL1 — (�f INSULATION = R21 1 0 ® c� w POCKET BEDROOM SLIDER TO CLOSE OFF BREEZEWAY O SINGLECKE7 BREE SLIDE BEDROOM. CREAT OM //E\ EXISTIIIC SALVA31b CLOSEr DORS. H FLOOR FIRST FL FLOOR JOISTS 1st FLOOR LEVEL INSULATION = R49 IMPORTANT to have ,- WARM FLOORS 0 0 0- a_ rS�-3SECTION LOOKING NORTH 21 '0" F-6 SCALE: 11 = 11 011 NEW WHITE OAK WOOD (-S--�, SECTION LOOKING EAST SECTION LDOKING SOUTH FLOORING,MIXED G WB CEILING GRADES;TO MATCH F-6 SCALE: 4"" = 1'011 rS SHOWING BUILDING HEIGHT & EXISTING FLOOR OF HOUSE. -2 INSULATION STANDARDS F-6 SCALE: 411 _ 11011 tiM94ps CROWN MOLDING o HM9405 with rn = HM9205-1 = n N Z to DETAILED 0 DETAILED ENLARGEMENT OF THIS CROWN to be 314" CROWN w/ COVE LED LIGHT USED IN SOUTH TYPICAL TYPICAL rS-2 IN BATH & SOUTH BR AREA PART OF BED— BASE CASING for r ROOM & BATH BOARD WINDOWS & F-64 s DOORS SCALE: �" = 1'0" MILLWORK SECTIONS a A + B WOOD DESIGN ASSOCIATES, INC, RIDGE BEAM as spsNfied by Engineer a E O 5 w O DER SIE of SLOF D ROOF i iovAng In flng studs i pace 16' mrt. o a mo pw O zg rE 3 wd pz ad w _0 m? ato w N K W THIS SHEAD ROOF 3 PITCHES AT THE _ SAME RATE AS 5 !�� THE EXISTING 4'6' ARF W L.FRAM G w NORTH PORCH y Z EXP ED,wl WN IN I ULATIO w ROOF. Z p o0 ,. 5 0 0 SECTIONS with rr��RED AR(,� � APPROXIMATE 12'THICK FLOOR SYSTEM;TWO BE CONFIRMED BY ENGINEER. �\JU�GLA;, INTERIOR ELEVATIONS & 5 STATIONARY WINDOWS WEST EXTERIOR ELEVATION w 4'TRIM around Wl DOW , (� L_ 'r 9�. 0123 o o 0 1 FEBRUARY 2022 `" GWB GWB OAK WOOD FLOOR OAK WOOD FLOOR REVISIONS: BASE BOARD B-t 1 st floor levelBASE BOARD B-1 ADDITION to 4445 HALLOCK LN, MATTITUCK, NY 11952 37'0" MAP # 1000 - 112- 01 - 3.1 S-1 SECTION LOOKING WEST 17 DEC. 2021 DOUGLAS PEIX ARCHITECT F-6 SCALE: P.O.Box 1444 MATTITUCK, NEW YORK 11952 Phone: 646-643-9888 doug@dougpeix.com FORBIDDING ONLY path: [E DesktopE/computer/YODA /AAEDGE WEST WING ::: -FINAL-1.dwg] 77 . r 1 .i COAXIAL CABLE CONNECTION to IM closet modum. 3 COMPUTERS ' ELECTRIC SYMBOL KEY TO HAVE WIRED CONNECTION to Internet (1 computer at North end UNDER LIGHTS OUTLET FED IN CONDUIT of Large Cl.; 2 computers at West NEAR TO BLUFF EDGE ARCH.TO POSITION. work surface. NORTH *A SHOWER LIGHT B0 0 SPECIAL OUTLET FOR WASHING PORCH BATH WALL SCONCE F s MACHINE, match that provided for machine to be relocated from �C CHANDELIER F Entry Closet. SEPARATE CIRCUIT. M DSPECIAL OUTLET FOR DRYER; } SALVAGED LIBRARY LIGHTS NORTH POR'� s match that H �Y provided for machine to be relocated from E EXISTING LIGHT 69 4 (1) 6 Entry Closet. SEPARATE CIRCUIT. F use s EXTERIOR FLOOD LIGHT. H MODUM 33" Connect to main computer area [at West work surface DIRT FLOOR G CEILING MOUNTED LIGHT in BR] & North end of Large Closet. Make certain O existing existing existing connection to tower computer is maintained. H LED STRIP LIGHT (COVE) 42" SUBSCRIPT J CRAWL SPACE LIGHTS or ICL #10 Denotes particular elevation height for a device (i.e. CRAWL SPACE lK K < II® 3 42" indicates duplex outlet at 42" AFF, to center of {} HANGING LIGHT receptacle). hL LIBRARY BOOKCASE LIGHT I N C THERMOSTAT 4� z For Radiant in-floor heating coils. Owner to be given M Q ; choice of THERMOSTAT type & style. hM PORCELAIN LAMP HOLDER = FFIA 4� EFFFII THERMOSTAT ---- LED COVE LIGHT I o For new, separate heating & cooling equipment. G "(� P' THERMOSTAT type same brand as already in house. -' PNL PANEL K -� New circuit breaker at new location. Locate in CUT DOWN WINDOW ALL LIGHTS, DEVICES, SWITCHES & �� Mechanical Room in basement w/ approval of Owner. O OPENING TO ALIGN TO DIMMERS to be SUPPLIED BY OWNER min frig v 33 NEW SLAB. TAKE BREEZE WAY #5 ® CARBON MONOXIDE DETECTOR REMOVED WINDOW AND J Electrician to supply and install hard-wired smoke/heat USE IT TO REPLACE ROTTEN ONE AT NORTH.. detector to comply with all local and state PROVIDE ELECTRIC ' `I' requirements. CONNECTION & GAS ® `°'"° CONNECTION FOR POSITION VAC BEDROOM— 3J------ rpV TELEPHONE JACK s EQUIPMENT IN CRAWL 3 3 3 Existing dxtrk wiring to.«naln Nnotlond HVAC EQUIPMENT 91 H Provide single phone jack. All wall plates to be white. SPACE IN BEST LOCATION Ut 3^ I Where "WM" is noted, jack to be wall-mounted at 48" M EW DUCTS. I ► A.F.F. EXISTING 17P ELECTRIC CIRCUIT BREAKER PANEL D m SMOKE DETECTOR DUCTS TO BE MECHANICAL ® COMPLETELY INSULATED. I 8 "°"' Electrician to supply and install hard-wired smoke/heat ROOM WALL SWITCH 33^ m m detector to comply with all local and state UNDER Mounted vertically 42" AFF (unless otherwise noted I l L L EMSTING requirements. FOUNDATION LIBRARY adjacent to symbol) . For grouping of devices, use I I CARBON MONOXIDE DETECTOR O multiple-device cover plate. Device to be SBO and will �@ D I LIVI N G Electrician to supply and install hard-wired carbon match existing controls in the house. .1m E3 ROOM monoxide detector to comply with all local and state WALL DIMMER C requirements. TRON Wall Dimmer, mounted vertically. Match existing in use j in house. For grouping of devices, use multiple-device 33. I existing GFI GROUND FAULT INTERRUPT FOOTING cover plate. Device supplied by owner and will match ► All bathrooms, kitchen, and other wet locations shall existing dimmers in house. s D I be completely protected with GFI protection. Outlets t shall be protected at the device as well as at the PROVIDE 42" WIDE NOTCH �(® EXTERIOR DUPLEX RECEPTACLE OUTLET I I C panel. IN FOUNDATION FOR M ]i W/ WEATHERPROOF COVER I I ACCESS DOOR TO CRAWL 33" I 3, 4 SUBSCRIPT SPACE. DOOR TO BE (� DUPLEX RECEPTACLE OUTLET Placed adjacent to a wall switch or wall dimmer FACED IN BOARD and BEAD Decora white outlet and wallplate to match existing in ; 0 N denoting three-way or four-way switching capability and BE INSULATED. house. Mounted vertically in the wall at height as in -� B W (i.e. control from two or three different locations). existing house, unless otherwise noted in adjacent GFI o -1d ® PIPE CHANNEL [N.I.C.] symbol. Confirm placement w/ Arch't. where conflicts a m°d N A smooth continuous pipe 2-1/2" interior diameter for arise. Outlet to be grounded. Where there are I B bt be A I the passing of future wires from the basement. multiple outlets, use multiple-device coverplate. I 3^ I m L�TR� KEEP ACCESS DOOR AWAY FROM ALL PLUMBING. G UP TO G j I ,.,,d L L W WIRELESS REMOTE CONTROL DEVICE QDUPLEX RECEPTACLE OUTLET I ATTIC I GFI I I C o mad Lutron onoff control and dimming device. Black. As Mounted with wall switch. LLIGHT _--J ExTERIoR UGHrS existing in the Library. i� QUADRAPLEX RECEPTACLE OUTLET B S SUBSCRIPT Mounted vertically as per duplex receptacle. Similar in w all respects to the typical duplex receptacle outlet. OPExisting eiectr,o wking to remain functional Denotes outlet, switch, device, etc. to be on a totally g � 4 , , oY separate circuit. The capacity of such a separate P-3 CRAWL SPACE ELECTRIC PLAN Outlets to be rounded. circuit shall be 15 amps, unless otherwise noted EGRESS CL DUPLEX FLOOR OUTLET adjacent to the electrical symbol on the Plan. 'r_9 11, n NORTH Hubble or equivalent, set flush in floor. To have outlet SCALE: 4 = 1 set down below plane of floor, like a clock outlet. ® use USB CHARGING JACK, separate plate (junction box) P-1 ELECTRIC PLAN - 1st FLOOR path: [share/aaAUTOCAD DRWGS ::: FINAL-7FEB20222.dwg] II RELOCATED WINDOW F-9 SCALE: 4.. _ 1���� 0 2 3 4 . 5 a ELECTRIC NOTES 1 ELECTRIC SERVICE TO THE EXISTING HOUSE TO REMAIN and NOTE BE INTERRUPTED 5 ALL ELECTRIC FOR MORE THAN 1 HOUR and ALWAYS with NOTICE TO THE OWNER. 0rll t/ L 2 INTERNET SERVICE TO THE EXISTING HOUSE AND TO THE TEMPORARY LOCATION OF V / ELECTRIC PLAN 1st FLOOR c ��RED qRc� THE MAIN HOUSE COMPUTER SHALL BE MAINTAINED. ANY INTERRUPTION IN SERVICE `� y t ��� OGUGLAS A �� SHALL BE WITH NOTICE AND NOT LONG IN DURATION. "'ttt��\ ✓✓✓ 3 OUTLETS MUST BE SET w/ A CONSISTENT ORIENTATION. ��) ,� ' tyo ELECTRIC PLAN Attic & Crawl 4 ALL ELECTRICAL WORK SHALL BE FULLY CODE COMPLIANT. �DC �, ELECTRIC SYMBOL KEY 5 ALL ELECTRIC SERVICE AND INTERNET SERVICE TO THE HOUSE SHALL BEi MAINTAINED DURING THE COURSE OF THE WORK. IF SERVICE TO THE HOUSE MUST BE REROUTED TO ALLOW FOR THE FOUNDATION TO BE DUG/POURED, IT SHALL BE 1f` Vim' �r, �1230� COQ' RUN TEMPORARILY UNTIL IT CAN BE RUN IN ITS FINAL, NEW ROUTE. ANYELECTROit O NES THE Attic for storage Onlly. UTILITY!CARK ALL PERMITS SERVICEBE BEL SC ROEDRBIYATHED ELIECTR C ANOCAL ELECTRIC �a 25 FEBRUARY 2022 L 6 ALL LOW-VOLTAGE LIGHTS FIXTURES (COVE LIGHTS) TO HAVE REMOTE TRANFORMERS. LOCATION OF TRANSFORMERS TO BE APPROVED BY OWNER. 7 ELECTRICIAN TO COORDINATE WORK WITH PLUMBING, MECHANICAL AND CABINETRY /\ n REVISIONS: AND TO LOCATE DEVICES AND CONDUITS SO AS NOT TO CONFLICT WITH OTHER ] WORK. GENERAL CONTRACTOR TO COORDINATE. CONFLICTS TO BE RESOLVED BY �Q ARCHITECT. cno 8] LIGHTED WALL SWITCHES SHALL BE USED ON EXTERIOR LIGHT CONTROLS AND FOR T z�v V/ HE ATTIC LIGHT SWITCH LOCATED IN THE LAUNDRY. ALIGHTED SWITCH SHALL t/ A00 ALWAYS INDICATE THAT THE LIGHT IS ON. b 0 9 ALL DEVICES AND PLATE COVERS TO MATCH THOSE IN EXISTING HOUSE. OWNER o , ADDITION to 4445 HALLOCK LN, MATTITUCK, NY 11952 LHIN WILL SUPPLY ALL REJUVENATION LIGHT CONTROLS (SWITCHES & DIMMERS). C� DOWL REMAINING SWITCHES AND DIMMERS WILL BE SUPPLIED BY ELECTRICIAN. v MAP # 1000 - 112- 01 - 3.1 SWIT 10 ALL WALL MOUNTING ELEVATIONS AFF (above finished floor) SHALL BE TAKEN TO 0�y LAUNDRY THE CENTER POINT OF THE SWITCH, OUTLET DIMMER OR FIXTURE. MOUNT AS PER 3 EXISTING HOUSE DEVICES. 11 WHEREVER THERE IS GROUPING OF SWITCHES, DIMMERS, RECEPTACLE OUTLETS OR DOUGLAS PEIX ARCHITECT OTHER SIMILAR DEVICES, GANG TOGETHER WITH A MULTIPLE DEVICE COVER PLATE. If certain devices are not compatible in ganging with other devices, Electrician to P.O.Box 1444 consult with Architect re. acceptable manner of installation. 12 ANY DEVICES LOCATED IN TILE OR STONE SHALL BE LOCATED TO HAVE A MATTITUCK, NEW YORK 11952 RATIONAL POSITION IN RELATION TO JOINT LINES. Phone: 646-643-9888 P-2 ATTIC ELECTRIC PLAN doug@dougpeix.com F-9 SCALE. 4" = 1'0" NORTH FOR BIDDING ONLY path: [E DesktopE/computer/YODA /AAEDGE WEST WING ::: - FINAL-1.dwg] v 4"0 X Strong Colum2„ 93 " 2" ��_i $" 0 Simpson TITEN 2" Anchor Bolts 25" OC in 8' End Zones 29"OC in Interior Zones g4..X94..X4 --�T Base Plate �6 2x10 FJ 2 MCQ sill opper Termite Shield -8" 0 Simpson TITEN Anchor Bolts 4"T:7. 7!!1 Steel Base Plat ,000 PSI Non Shrink Grout Pedestal 1 1" 2 21 -2" a A. • . 4. UNDER NORTH PORCH a Expansion Joint • y d; d < d e Plans a :. and Joint Sealer d ° Rat Slab , . a p. . a C? M #5 Reinforcing d : 4d Rod - See Plans 3" See Plans See Plans 3" " CLR. 3'-6"x 3'-6"x 12" — _ °O /w No. 5 Rebar I •4" N See Plans) I 11" OC E/1IV I - \\—Subbase- Compactable Fill I — — 10" 16" 2) No. 5 Rebar Mil Vapor Barrier Typical Isolated Column and Footing Detail DIRT FLOOR Foundation Section () Scale V=1'-0" L - - -► I II II 00 CONCRETE FLOOR SLAB co 1.- - - ( I UNDER 3'-6"x 3'-6"x 12" LIVING /w No. 5 Rebar 11" OC E/W ROOM EXISTING MECHANICAL ROOM F— UNDER LIBRARY Foundation Notes: I I I The contractor is to verify all measurements in the field and any — — discrepancies are to be brought to the Engineer prior to construction. 9' 1 -All concrete 4,000 psi after 28 days minimum. I II 2 -All rebar ASTM A-615 Grade 60. 0 S- 3- Footings are to be installed on undisturbed virgin soil. The Design Loads: bottoms of all footings are to be installed a minimum of 3' below grade unless indicated otherwise. Roof&Attic-Live Load- 20 psf I 1� - - - - - - - - - - - 4- All snap off form ties are to be removed and remaining - Dead Load - 15 psf openings are to be sealed/grouted. 1 st - Live Load -40 psf 5 -The foundation contractor shall coordinate with the plumbing a - Dead Load - 15 psf electrical contractors relative to installation of sleeves and other -Wind Loads- 135 mph -ASCE-7 Foundation Plan , \ penetrations prior to pouring concrete. MWFRS- Method 2 Scale: 1/4" = 1'-0" -\�c (�, \) SQ J (�n g.6- Foundation excavation is not to be back filled prior to the \ \ v installation of the floor framing. Criteria- C� 7- Backfill along foundation walls is to be clean material and is to * NYS Residential Code R301.1.1 and utilized the methods be mechanically compacted in 6" lifts to 95% of maximum dry and procedures stipulated in Chapter 2 Engineered C� Design density. g (� and Chapter 3 Prescriptive Design in the 2015 American Forest and Paper Association Wood Frame Construction Manual (2015 WFCM)for One and Two Family Dwelling Units and ASCE 7. xisting Foundation No. 5 Rebar Dowels 12" New Crawl Space OC 4" Foundation Embedment BRED ARC GUGLAS pl��iT'f Subbase- Compactable Fill : 6 Mil Vapor Barrier j E RAR 0B ile Nj, Q� y�. 01230b, y� BUILDEPT.DEPF mol OF NES Foundation Doweling Details Scale%"=1'-0" Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education , P e I X Addition Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing Drawn by : JJC 1755 Sig sbee Road 4445 Hallock Lane West the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her Mattituck, New York 11952 Mattituck, New York signature and the date of such alterations,and a specific description of the alteration. (631) 298-1986 Date : 2-21-2022 Framing Notes: The contractor is to verify all measurements in the field and any discrepancies are to be brought to the attention of the Engineer prior to construction. Wood Framing 1. All lumber is to be No. 2 or better Douglas Fir Larch (N)with the following minimum specifications: Post Down Fb = 825 psi Fv= 95 psi Betwee � � Fc perp = 625 psi Windows E = 1,600,000 psi (3) 2 x 8 Hdr ' NORTH PORCH 2. All Parallam (PSL) Lumber is to have the following minimum specifications: (3) 2 x 8 Hdr Fb = 2,900 psi UNDER NORTH PORCH Fv= 290 psi - - - - - - - - - - - I Fc perp = 750 psi E = 2,000,000 psi 3. 3.All Microllam (LVL) Lumber is to have the following minimum specifications: — _ Fb = 2,600 psi U W U THIS WALL TO Fv= 285 psi — — C', THICKENED BE THICKENED Fc perp = 750 psi X PARTITION FOR POCKET E = 1,900,000 psi 4"0 X Strong Colum ( N ALLOWS DOOR&TV. FOR TV RECESS I M POCKET DIRT FLOOR Cliff SLIDER 4. All pressure treated lumber is to be MCQ No. 2 or better Southern Yellow Pine. U 2 x 10 FJ = Fb= 975 psi I I C� Fv= 90 psi 16" OC I = Fc perp= 660 psi 41141 ost DownEH ost Down E = 1,700,000 psi /P fmVI EXISTING LIVING 5. All beams fabricated with multiple Laminated Veneer Lumber boards are to be nailed/bolted in J CONCRETE (2) 2 x 8 Hdr 3.5 x 11.25 PS ROOM accordance with the manufacturer's specifications. a FLOOR 3.5 x 9.25 PSL N6. All TJis are to be installed in accordance with the manufacturer's specifications and shall include SLAB i squash blocking and web stiffeners at bearing points on girders and other load bearing areas. X LO I I 7. All straps, connectors, plates, bolts, nails, etc. are to be galvanized or stainless steel. Designated LO N 2x12 FJ 2x12 FJ _ I I Post Down = 16" OC 16" OC connectors, strap etc. on these drawings are made by Simpson unless indicated otherwise. All 2 x 10 FJ Betwee o I connectors, straps etc. are to be nailed/bolted in accordance with the manufacturer's specifications. 16" OC UNDER Windows �X 1 4"0 X Strong 1 LIVING c ( 0 8. All floor sheathing is to be 23/2 inch AC type plywood, tongue and groove, with an APA span rating Column ROOM of 48/24. Floor sheathing shall be glued and screwed to the floor joists (6" O.C. edges and 12 " EXISTING M I O.C. field ). MECHANICAL v X I EXISTING 9. All wall sheathing is to be 15/32 inch APA Rated Exposure 1 plywood and shall be nailed with 10d I I I ROOM # UNDER � LIBRARY 6 common nails 6" O.C. edges and 12" O.C. field. I I ost Down LIBRARY I 10. Solid blocking is to be installed every 8' max or mid span of all floor joists with spans exceeding 8'. -0 (2) 2x10 oo Deo 11. Double joists are to be installed below parallel walls. (3) 2x10 (3) 2x10 X I-M Pill N O nA-o A co N o0 I 12. Blocking is to be installed at all point load bearing points. 2x10 FJ c47 � X 2x10 FJ S-2 Z N L J 2 x 7 FJ F- -1 0 13. Walls are to be framed with 2x6 inch studs spaced 16 inches OC unless indicated otherwise. 16" OC � 16" OC N 16" OC L J 14. All bolts nuts and washers are to be hot dipped galvanized. ` (2) 2x10 (3) 2x1 6'-2 2 (2) 2x10 I O a M � Attic Framing Plan 1 st Floor Framing Plan Scale: 1/4° = 1'-0° Scale: 1/4" = 1'-0" 2x10 FJ Z x8FJ a "\\\-5.25 x 9.25 PSL ' ° a `GEED ARcy CLAS fro ♦ 01230A TF OF NES A Section Detail Staley"=1'-0" = Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Scale: 1/4" 1'-0" I Condon Engineering, P.C. P e i x Addition Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing Drawn by : JJC 1755 Sigsbee Road 4445 Hallock Lane West the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her Mattituck, New York 11952 Mattituck, New York signature and the date of such alterations,and a specific description of the alteration. (631) 298-1986 Date : 2-21-2022 Table 3.1 Nailing Schedule(Wood Framed Construction Manual 2018,Pages 149 and 193) Number of Number of Joint Description Common Nails Box Nails Nail Spacing ROOF NAILING Rafter to Top Plate(Toe-nailed) 3-8tl 3-8d per rafter Ceiling Joist to Top Plate(Toe-nailed) 3-8d 3-8d per joist Ceiling Joist to Parallel Rafter(Face-nailed) 5-16d 5-16d each lap RAFTER Ceiling Joist Laps Over Partitions(Face-nailed) 5-16d 5-16d each lap Collar Tie to Rafter(Toe-nailed) 2-10d 2-10d per tie IH12.5A TOP PLNTE Blocking to Rafter(Toe nailed) 2-8tl 2-10d each end Rim Board to Rafter End Nailed 2-16d 3-16d each end Simpson LSTA30 Ridg WALL FRAMING OR HEADER at each Ra Top Plate to Top Plate(Face-nailed) 2-16d(1) 2-16d(1) per foot Simpson MTS30 Rafter Strap Top Plates at Intersections(Face-nailed) 4-16d 5-16d joists-each side at each Rafter Tail Stud to Stud(Face-nailed) 2-16d 2- 16d 24"o.c. RAFrER OP PIAT Header to Header(Face-nailed) 16d 16d 16"o.c.along edges . Top or Bottom Plate to Stud(End Nailed) 3-16d 2-40d per stud STUD Simpson H2A Hurricane Ties Bottom Plate to Floor Joist,Band Joist,End joist or Blocking(Face-Nailed) 2-16d (1,2) 2-16d (1,2) per foot at each RafterTail FLOOR FRAMING Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d 4-10d perjoist Bridging to Joist(Toe-nailed) 2-8d 2-10d each end Blocking to Joist(Toe-nailed) 2-8d 2-10d each end Blocking to Sill or Top Plate(Toe-nailed) 3-16d 4-16d each block Ledger Strip to Beam(Face-nailed) 3-16d 4-16d each joist STu Joist on Ledger to Beam(Toe-nailed) 3-8d 3-10d per joist BOTTOM Band Joist to Joist(End-nailed) 3-16d 4-16d per joist NORTH PORCH PLATE Band Joist to Sill or Top Plate(Toe-nailed) 2-16d (1) 3-16d (1) per foot ROOF SHEATHING RIM JOIST Structural Panels(See Notes 4,5 and 6) PLATE TDP Interior Zone 8d 10d 6"edge/12"field Perimeter Edge Zone 8d 10d 6"edge/6"field Gable End Rake with up to 1'Rake Overhang 8d 1 Od 6"edge/6"field Simpson ST22 Strap CEILING SHEATHING Gypsum Wallboard I 5d coolers 5d coolers 7"edge/10"field Typical 2nd Floor WALL SHEATHING Strapping Detail Structural Panels(See Notes 1,2,and 3) 8d 10d 6"edge/12"field NTS 8"O Anchor Bolts 25" 5d coolers 5d coolers 7"edge/10"field OC in 8' End Zones 29' OC in Interior Zones Gypsum Wallboard FLOOR SHEATHING SHED ROOF Structural Panels 1"or less 8tl 10d 6"edge/12"field (1)Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge. Alternate nailing schedules shall be used where wall sheathing nailing is reduced. For example, if wall sheathing is nailed 3 inches on-center at the panel edge EXISTING to obtain higher shear capacities, nailing requirements for structural members shall be doubled,or alternate connectors shall LIVING be used to maintain load path. SIMPSON LSTA36 (2)For wall sheathing within 4 feet of the comers,the four foot edge zone attachment requirements shall be used. ROOM STRA (3)Tabulated 12 inch o.c.nail spacing assumes wall sheathing attached to stud framing members with 0.42<G<0.49. SIMPSO STRAP (4) For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak,the 4 foot STRAP perimeter zone attachment requirements shall be used. Simpson BP perimeter Tabulated 12 inch o.c. nails spacing assumes roof sheathing attached to rafter/truss framing members with G>0.49.For Typical Wall and ( ) p g g g Sill Strapping framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. (6)For wind speeds greater than 130 mph,blocking is required which transfers shear load to two additional rafters(3 rafters in Detail total). ±3 (7)For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails. N 2x10 RR MBR X 16"OC NORTH N 2 x 8 43ollarTies UPPER PARTStra In Details 43" OC OF EXISTING A „_ , 3"No.8 Screws 12"OC Bottom of Tios T Above Floor LIBRARY #6 Scale: 114 1 -0 2x10 RR 16"OC A S-3 Washer Light (Typ.) Wood-frame Wall O I 2 I O y"Plywood o Glass 0 1 0 0 1 0 Plastic-Coated Permanent Wood Screw Anchors (3) 2 x 8 Hdr Glass %"Plywood Roof Framing Plan O 2 O O 2 O See Framin 1' Scale: 114" = -0" o Detail g II II A of I__1 Washer 1 Plywood Openings Protection; (Typ) 3 O O O O Thickness Depends onoil Window Opening Width(1) Detail A-Typical Attachment of \_3"No.8 Plywood Openings Protection to Screws Wood-Frame Building 12"OC Zone 1 Zone 2 Zone 3 Note: In Lieu of Screws,lugs with ATTIC Nuts and Washers May be Used Field 6" OC 12" OC 4" OC 0 Alternate to 130 Mph Certified Window Installation ti Panel Edges 6" OC 6" OC 4" OC Plywood Panel Window and Door Protection for Wood Framed Buildings Nailing Requirements for 140 MPH, 3 Sec. Peak Gust, je:RED AR DOUGLAS 2' Thick Roof Sheathing with 8d Common Nails or 10d Box Nails Roof Sheathing Nailing Details Scale: 1/8" = 1'-0" &'Sc'ale ctionDetailNy"=1'-0" Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Scale: 1/4" = 1'-0" Condon Engineering, P.C. P e�x Addition n Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed gift Amik Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing Drawn by : JJC 1755 Sigsbee Road 4445 Hallock Lane West the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her Mattituck, New York 11952 Mattituck, New York signature and the date of such alterations,and a specific description of the alteration. (631) 298-1986 Date : 2-21-2022 v� 77 BUT WEST SE T BACK FROM PROPERTY LINE MUST EXCEED 20'0". F111MOISH SCHElomJ46ULE 21 '0" O O 4ES# RM. NAME FLOOR NORTH EAST SOUTH WEST CEILING BASE CASING CROWN NTS. RM. NAME EGEGRESS EGRESS EGRESS =71 ILA z. 7"WIDE A&B WOOD GARDEN O NORTH PORCH CLOSET PLANK GWB GWB GWB GWB GWB, DESIGN ASSO. STATE BDB35 NONE 1 CLOSET 1 OAK sloped HM9205 3/4"X3 12" NEW WHITE OAK 6-1/2" X Y4" NEW WHITE WOOD FLOORING. EGRESS A&B WOOD CROWN A+g OAK WOOD 2 (BATH RIVER GWB p GWB D GWB +42"wooD GWB p GWB' , „ GARDEN WD HM9205-1 FLOORING flat, 10 0 DESIGN ASSO. STATE BDB35 + D HM9205-1 BATH F STONE TILE WAIN- WAIN- WAIN- WAIN- HM9205 clear height 3/4"X3-1/" East wall only B /B\ as in 2nd floor SCOTTING SCOTTING SCOTTING SCOTTING w/4 cl 9 6-1/2" x Y4" 2 Med.Cabs SBO I I SEE P-1/F-6 n Bath AS 1 st fl bath. AS 1 st fl bath. AS 1 st fl bath. AS 1 st fl bath. 9 and E 2/F-6 U See Elevations See Elevations See Elevations See Elevations beams > FOR GTR. and Details. and Details. and Details. and Details. DETAIL 0 SLOPED I LU SLOPED LL CEILING, = CEILING, LL RIVER WONDER- WONDER- GARDEN NONE Z FOLLOWING N FOLLOWING 4 WONDER-BOARD WONDER-BOARD WONDER-BOARD WONDER-BOARD c5 I PITCH of I PITCH of BATH STONE TILE BOARD UN- BOARD UN- STATE BDB35 2,3,9 BATH z SHED ROOF SHED ROOF UNDERLAYMT UNDERLAYMT UNDERLAYMT UNDERLAYMT TILE WILL ¢ z 20- 2a SHOWER as in 2nd floor w/SBO GLAZED w/SBO GLAZED w/SBO GLAZED w/SBO GLAZED DERLAYMT DERLAYMT 3/4"X3%2" BE THE SHOWER I ( 0 BREEZE WAY HALL #5 Bath w/ , „ w/SBO w/ SBO z radiant heat. CERAMIC TILE, 8 0 CERAMIC TILE, 8,0„ CERAMIC TILE, 8,0„ CERAMIC TILE, 8,0„ GLAZED GLAZED CROWN CLOSET # z exact ht. to be jived exact ht. to be jived exact ht. to be jived exact ht. to be jived CERAMIC CERAMIC w/tile module. w/tile module. w/tile module. w/tile module. SBO TILE TILE TILE PORCELAIN TILE SBO TILE SBO TILE SBO TILE SBO TILE SBO TILE 5 20• FLOOR w/ RADIANT 7” WIDE GWB GARDEN 3n MBR PLANK GWB GWB' wall GWB GWB STATE BDB35 1x4 on MBR O HEAT; material SBO EXISTING NORTH OAK SLOPED, FOLLOWING 3/4"X3-Y2' the flat NORTH LIVING ROOF w/SBO BEAMS CASED OPENING. CONFIRM HEIGHT w/ARCHITECT PROTECT EXISTING WINDOWS ROOM 7" WIDE 4 0 D PRIMARY �I�IBR GWB, Wall A&B WOOD GARDEN PLANK GWB GWB STATE BDB35 A&B WOOD MBR ,r, BR 3 STRUCTURAL WALL 3s DESIGN ASSO. 1 „ [supporting Library roof :SOUTH OAK GWB GWB 3/4"X3-Y2” # HM9205-1, SOUTH HM9205 � joists]to remain&TO BE EXTENED UP TO FORM 6-1/2” x%4" THE EAST WALL OF THE ADDITION. 4 LAUNDRY STONE FLOOR GWB GWB GWB GWB GWB GARDEN NEW WHITE OAK WOOD TILE SBO STATE BDB35 NONE 5 GRADES; O MAD H 3/4"X3 y2" EXISTING FLOOR OF HVAC SUBCONTRATOR STONE w/ TO ADVISE IF MORE GARDEN HOUSE. FILL IN GWB ON BOTH RADIANT HEAT; A&B WOOD SUPPLY REGISTERS DOORs#ss#� SIDES OF NARROWER DESIGN ASSO. STATE BDB35 6 D ARE NEEDED IN THIS DOORS O 8 DOORS. FRAME DOWN SUBFLOOR tt tt MAIN SPACE. DOORS BY_ — _ CENTER DOORS#5,6,7,&8 ON ROUND _ _ _ AT HEAD IN SIMILAR rj BUILT UP SO HM9205 3/4"X3-Y2" OWNER,BUT WINDOW IN EAST PARTITION FASHION. REATTACH BREEZE GWB GWB GWB NONE BREEZE HORIZONTAL INSTALLED CASING&EXTEND GWB GWB 6-1/2" x 3/4" BY GC O REFRAME&TRIM 9 BASEBOARD. HANG TILES WITH CEILING @ WAY ALIGN w/ LR FL.; WAY 10'0"HEIGHT D PAIR NNEW DOORS, O SMALLER& SUPPORT FL. EXISTING SHORTED DOORS. ' VERY WELL. --------- PROTECT FLOOR& EXISTING NEW GWB& EXISTING white EXISTING& EXISTING+NEW 3 CAPPING RIBS TILE «+Y A�C"c fDaT rr O LIBRARY #6 PATCH @ SADDLE EXISTING EXISTING EXISTING EXISTING 7 EXISTING LIBRARY 7"WIDE �+ �± existing washed wood;patch SALVAGED ON ON DOORS#5,6,7 TO HIDE NEWLY O ` O 6 PLANK OAK, GWB GWB GWB as needed@ elec wk WEST WALL &8 TO LIBRARY#6 FED ELECTRIC LIBRARY 2 I r SOLID WOOD OR PROTECT ATTIC, t"TONGUE&GROOVE CATHEDRAL I M a " TYPICAL CASING CEILING D PLYWOOD BLOCKING A PLYWOOD,screw 1x4 on THREE ATTIC I HORIZONTAL NONE 7 I v CEILING @ 8 approx. attached GWB 6:W:B GWB GWB GWB WINDOWS ,o'o"HEIGHT SHALL BE PROVIDED LAUNDRY/#4 300SQFT dS � , --------,I BATH 2 AT WINDOW OPENING # RM. NAME FLOOR NORTH EAST SOUTH WEST CEILING BASE CASING CROWN RM. NAME I ST LIR °FROM ;� ,m a HEADS FOR THE FROPIT CLOSET 01! CERTAIN SUPPORT L--------JI 201011 ENTIRELY DEPENDANT ON REQUIRED 20'SETBACK SPECIFIC NOTES FROM FINISH SCHEDULE of CURTAIN RODS. 2110" + OWNER WILL LOCATE min. MAXIMIZE UNDERIN FIELD ONCE EGRESS EGRESS - NORTH PORCH EXACT LOCATION OF WEST CLOSET WINDOW TO BE CONFIRMED BY ARCHITECT WHILE FRAMING 77 P-1 FIRST FLOOR PLAN ROUGH FRAMING IS existing W ALIGN IS UNDERWAY. -2 = _ ,..:..�....F_.. .: SCALE: 111 11011 NORTH � �� 2' 3' 4' S' ,o' COMPLETE. z 4 2 EXACT HEIGHT OF WAINSCOTTING PANELING TO BE CONFIRMED BY THE ARCHITECT. ISSUES � DIRT FLOOR ITS z CONCRETE INCLUDE RELATIONSHIP TO WINDOW HEIGHT OF 'SPLASH' AT LAVATORIES AND LOCATION OF WALL TYPES & SYMBOLS >: CRAWL SPACE Q SLAB ELECTRICAL SWITCHES. ARCHITECTURAL PLANS a NEW INTERIOR GWB PRCHITFCT _ AT BATH SHOWER THE GLASS PARTITION & THE SHOWER DOOR SHALL BE SEATED AGAINST FRAMING P R �O SPS PEIX W 3 SLABS OF STONE. SHOWER FLOOR SHALL PITCH DOWN TO THE LINEAR DRAIN. SEE DE TAILED DRAWINGS. PARTITIONS w/ 5/8 FINISH SCHEDULE & KEY ,�� � CUT DOWN WINDOW THICK LAYER on BOTH ° "�I�ALIGN` 'O 4 NORTH - SOUTH WIDTH OF THIS SPACE TO CONFORM TO DETAILED DIMENSIONS OF LAYOUT PLAN. SIDES as appropriate. BASEMENT PLAN s 1 o M POSITION HVAC REMOVED WINDOW AND USE IT TO REPLACE IEOUIPMENT IN ` PROVIDE ELECTRIC CRAWL SPACE IN ROTTEN ONE AT NORTH. rw. CONNECTION°RAS BEST LOCATION ro 5 DOOR [#2] INTO ROOM TO HAVE A RAISED STONE SADDLE. LAUNDRY SINK COUNTERTOP & SHELVING NEW EXTERIOR WALLS HVAC EQUIPMENT t 7 ' Y MEXISTING ECHANICAL ABOVE MACHINES TO BE SBO. } TYPICALLY FRAMED IN STgTE N ROOM FCUNDATIOt,I UNDER 6 SUBFLOOR OF THIS SPACE TO BE CONSISTENTLY AND WELL SUPPORTED SINCE IT STRADDLES EXISTING 2x6 STUDS & 4" LIBRARY 24 OCTOBER 2022 o pqp IV-S'0•TAU CONCRETE AND NEW FOUNDATION. MUD SLAB FOR RADIENTLY HEATED FLOOR TILES NOT TO CRACK. PLYWOOD W/ INSUL- g HVAC CRAWL SPACE SLAB ATION as indicated in IIIRRRIII CONFIRMHEIGHTIOHTIS� UNDER SIDE OF 1.t CONCRETE SLAB on 7 WOOD FLOOR OF WING TO ALIGN PERFECTLY WITH 1 ST FLOOR LEVEL.. SADDLE AT DOORS #4 & #5 and CHANGES IN CONSTRUCITON SINCE APPROVAL CHANGES BUBBLED ASTIAUA FOR FIA(Nt ABOVE TO BE ResCheck list of R-23 EOUIPMENT FULLY INSULATED top of ORIGINAL SLAB INSTALLATION IUJD SEALED w/ 1111-( sERMDE SHEETS DF YWD�. #6 & #7 TO BE FLUSH. ry SEAL AT ALL INI PENETRATIONS. 8 ATTIC IS UNFINISHED SPACE. IT WILL HAVE NO SKEETROCK ON WALLS OR CEILING. DROP DOWN EXISTING STRUCTURAL S " ADJUST & MAKE ADDITION to 4445 HALLOCK LN, MATTITUCK, NY 11952 INSULATED ACCESS DDDR STAIR TO BE APPROVED BY ARCHITECT PRIOR TO ORDER BEING PLACED. HATCH DOOR OVER WALL, �SET CURB 10•ABOVE GRADE FO SPECIFICATIONS OIEJ-CATIONS k 11 K-2 _ FOUNDATION FLOOR PLAN PDRAWINGS AS ROVIDED STRUCTURAL OPENING FOR STAIR TO BE INSULATED. PLYWOOD FLOOR SHALL BE SCREW ATTACHED with screws TALLER AS 6 EXTERIOR MAP # 1000 - 112- 01 - 3.1 RVIDED BY 1 - a r n on drowlnq" -- _ 11 N RTH O F-2 — s-1 s-2s-s �� S--ALL=:1 8 -1 WALL EAST WALL F � / � spaced a minimum of 8 apart on all framing joists. All joints of plywood sheets ( O NEW EXTERIOR 8" p p g 1 p Yw shall be fulling support by floor framing (in both directions) Framing of floor above Laundry to be done in such a BR & ATTIC. Q THICK REINFORCED DOUGLAS PEIX ARCHITECT EXISTING 8" FOUNDATION WALLS way that its future removal will not compromise the structure. EXISTING WALLS & P.O.Box 1444 with FOOTINGS SET REINFORCED POURED 9 GLASS SHOWER ENCLOSURE & GLASS DOOR will be SUPPLIED & INSTALLED BY OWNER. PARTITIONS MATTITUCK, NEW YORK 11952 FOUNDATION WALLS. BENEATH. SEE Phone: 646-643-9888 STRUCTURAL 10 SUBFLOOR TYPICALLY SHALL BE 3" PLYWOOD. SOLID FRAMING TO SUPPORT ALL PLYWOOD JOINTS. ® WINDOW & EXTERIOR doug@dougpeix.com 1p ENGINEER'S DRWGS. 4 DOOR #S OCT 218 9t922 ® INTERIOR DOOR # path: [Desktop/This PC/Share(111x2) /aaAUTOCADDRWGS ::: FINAL-7feb2022.dwg] HVAC FLOOR DIFFUSER 7 77.1 f PLUMBING NOTES 21 '4" 1 ] LOCATION OF ALL VERTICAL STACKS & SUPPLIES EAVE EDGE TO EAVE EDGE TO BE CONFIRMED WITH ARCHITECT. 210" 2] HOT WATER SUPPLY LINES TO SHOWER, OUTSIDE WALL TO OUTSIDE WALL LAVATORIES, & W/C SHALL BE LOOPED SO THAT HOT WATER IS QUICKLY AVAILABLE. 3] ALL WASTE LINES & VENT LINES SHALL BE CAST IRON. NORTH PORCH 4] SUPPLY SHUT OFFS FOR EACH DEVICE AND FOR THE ENTIRE BATHROOM. WHOLE BATHROOM I SHUT OFF TO BE LOCATED IN THE LAUNDRY. I 5] WORK TO BE OF SUPERIOR QUALITY. ALL FIXTURES & ( FITTINGS TO BE SAFEGUARDED AND PROTECTED FROM I DAMAGE. I SHED ROOF w/SAME PLUMBER TO MAKE CERTAIN THAT WASTE LI I ROOF ABOVE BREEZE 6 NES ARE SLOPE AS EXISTING WAY YOFRAMEDI;RELY ADEQUATELY SIZED (4" FOR W/C) AND ADEQUATELY I NORTH PORCH ROOF MAINTAIN CONTINU- WITHPITCHED SO THAT WATER YTAINRTHPORCH FLOWS PROPERLY DOWN THE OF HOUSE. I ROOF. DRAIN into SEPTIC SYSTEM. I ( I PRESSURE AND & PIPE SIZES SHALL 7] PERMIT ALL PLUMBING TO FUNCTION SIMULTANEOUSLY WITH J JY Y Y NO DECREASE OF FUNCTION AT OTHER DEVICES. 'n Cn U) N $] SHOWER PAN TO BE LEAD OR APPROVED EQUIVALENT. ( Y Y Y _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - ALL FIXTURES & FITTINGS TO BE SBO. SKYLIGHTS 1 O PRICE LINEAR SHOWER DRAIN AS ADD-ALTERNATIVE. . . . . . . . RELOCATED WINDOW . . . . . . TO BE ] . . . . . . . . . . . . I CENTERED 1 1 ] PROVIDE APPROPRIATE GAS CONNECTION TO NO I . . . . . . . . . . . . . . . I ON WINDOWS EXISTING HVAC EQUIPMENT, IF NEW FURNACE INCLUDED AS OFFSEASON CLOSET SKYLIGHT PART OF THE WORK. SATISFY ALL SAFETY CODES. I � � � � � � � � � � � ATTIC WALLS & ROOF � � I . . . . . . . . . . . . . . UNDERSIDE TO BE GWB . . . . . . . . . . . . . . . with INSULATION. . EXISTING MAIN 12] WORK INCLUDES ANY REQUIRED RELOCATION or . . . . . . . . . . . . ISHED ROOF EXISTING CRICKET SKYLIGHT HOUSE REFEEDING OF GAS TO EXISTING EQUIPMENT. . . . . . . . . . . . . . . . . . . . . . . i LIBRARY 13 PLUMBER SHALL INSTALL ALL FIXTURES AND FITTINGS. STORAGE ROOF PLUMBER SHALL SUPPLY AND INSTALL ALL COMPONENTS CEDAR CLOSET %" T&G A/D PLYWOOD ATTIC FLOOR. SCREW I NECESSARY FOR RELOCATED WASHING MACHINE. ATTACHED every6 along I POSITION PLUMBING CONTROLS SUCH THAT THEY ARE ( � � � � � � � � � � � � � each FLOOR JOIST. � � � � I EASILY ACCESSED. �T I 14 PLUMBER SHALL PROVIDE WATERPROOF PAN a I ., o ., � � UNDER WASHING MACHINE CONNECTED TO THE wIn w �Cfft BATHROOM DRAINS. ACCESS to TRAP TO BE EASY. t. I '"tm PLUMBER SHALL OBTAIN ALL REQUIRED 15] OPEN to below M INSPECTIONS & FINAL SIGN-OFFS. 0-ROOF 161 PROVIDE TWO SELF-DRAINING HOSE BIBS. AS AN I PULL DOWN ADD-ALTERNATIVE, ADVISE ON COST TO MAKE ATTIC FROM I— THIS CAPABLE OF DELIVERING HOT & COLD WATER. 17 ALL WORK TO BE FULLY CODE COMPLIANT & T&G A/D PLYWOOD ULTIMATELY SIGNED OFF and APPROVED. L_ - - - - - - - - - - - _ _ _ ATTIC FLOOR. SCREW SEE STRUCTURAL ENGINER'S DRAWINGS (S-3) FOR ROOF FRAMING, 0 ATTACHED every 6" along RELATED STRAPPING DETAILS and NAILING SCHEDULE. rp�_�, ATTIC PLAN [APPROX 450sgft] . . . . each FLOOR JOIST. 10' CLEAR K-3 SCALE: 4" = 1'0" NORTH BELOWCEILING HEIGHT (P-2 ROOF PLANROOF 2'1 " K-3 SCALE: 4" - 1'0" NORTH — — — — — — LINE OF OVERHANGING 0 NEW INTERIOR GWB D00 ROOF " _ LINE OF WALLS BELOW PARTITIONS w/ 5/85�-6 APPROXIMATE SIZE OF — ROOF. 00 I oo I PULL DOWN STAIRCASE; WALLS OF ATTIC THICK LAYER d- i TO BE STORED AGAINST SOFFIT. SEE SHEET K-2 for FIXTURE ROOF & ATTIC FLOOR PLANS�- LOCATIONS 11 PLUMBING NOTESA F, 0MIS ° PRCHI PExTF�r C E JEC�' TE MISCELLANEOUS NOTES x BATH RO M W 1 MOVE EXISTING WASHER & DRYER INTO NEW LAUNDRY ROOM. 7 AT 3 STAIR WINDOWS AND 3 NORTH BR DOUBLE HUNG TWO PLUMBING RISER DIAGRAM Boa WINDOWS, REMOVE SHINGLES BENEATH WINDOWS (2 COURSES) FROST 0,2 2 AT OLD WASHER/DRYER CLOSET REMOVE AIR VENT AND ITSI AND REPLACE w/ AZEC DIVALENT TRIM. TO BE PAINTED or E I FREE HOSE 4„ OUTLET 2$1 2» 2» 2» `STATOFA ENCLOSING ELEMENTS. PATCH EXTERIOR SHINGLES. Q BIBS PROVIDE 24 OCTOBER 2022 ADDITIONALLY OPEN WEST WALL (to entry), PROVIDE BLOW-IN WASHING �s NK Y we°F LAV LAV R DARK GREEN OF TRIM COLOR. (Old needed repair.) INSULATION & RE-SHEETROCK AS NECESSARY. 8 AT PAIR OF DOORS BETWEEN LIBRARY AND LIVING ROOM, MACHINE SHOWER _. REMOVE AND DISCARD DOORS. FRAME DOWN OPENING TO CHANGES IN CONSTRUCITON SINCE APPROVAL CHANGES BUBBLED IFIStFLOOR 3 AT METAL TOWER ROOF, SODDER or OTHERWISE SECURE THE PROVIDE FOR NEW PAIR OF NARROWER DOORS. REINSTALL 2" 2" 21 ; FLAT HORI2'_ONAL JOINTS BETWEEN LAPPED JOINTS TO MAKE ( TRIM & PATCH GWB TO MATCH ADJACENT SURFACES. �ALJNIDRY 4 2 2 SURE THAT ROOF RETAINS WATERPROOFNESS AND NO LONGER i ADDITION to 4445 HALLOCK LN, MATTITUCK, NY 11952 9 AT BREEZEWAY & BATHROOM RADIANT HEAT IN THE FLOOR IS I 4" 4" MAP # 1000 - 112- 01 - 3.1 OIL-CANS IPI STRONG WINDS. —J TO BE PROVIDED. EACH TO BE CONTROLLED BY A LOCAL 4 4" 2 2 4 REPAIR ASPHALT SHINGLE ROOF ABOVE TV HALL TO STOP THERMOSTAT. CONTRACTOR TO COORDINATE WORK w/ 4 OCCASIONAL LEAK IF WEATHER COMING IN FROM NORTH. ELECTRICIAN. FLOOR DRAIN DOUGLAS PEIX ARCHITECT 5 RESUPPORT NORTH EAST (9'x9') CORNER OF FLOOR OF NORTH P.o.Box 1444 ROOFED PORCH. PLUMBING RISER DIAGRAM MATTITUCK, NEW YORK 11952 Phone: 646-643-9888 6 REPAIR ASPHALT SHINGLE ROOF NORTH OF GLAZED PORCH R-1 BATH LAUNDRY doug@dougpeix.com JUST ABOVE DOOR. K-3 Not to scale path: [Desktop/This PC/Share 0\1 x2) /aaAUTOCADDRWGS ::: W WING-Construction Set- 15 June 2022.dwg] 1 11 Pig FINAL WINDOW SCHEDULE Manufactured by ANDERSEN 28 MARCH 2022 4445 HALLOCK LANE / DOUG PEIX TYPE ANDERSEN QNTY ROUGH PANES FUNCTION ROOM SCREENS NUMBER OPENING g MBR(3 N&1 E), TrUScene A WDH21056 /3 DOUBLE LAUNDRY(1), color 7 3'0-1/8" x 5'8-7/8" per HUNG CLOSET(1), SEE S-2/K-6 for HEIGHT SASH BATH(1) GREEN 3/3 DOUBLE Shingles g WDH2456 3 SASH HUNG BREEZE WAY Truscene BOTTOM SASHES TO BE Color PROVIDED w/SAFETY GLASS GREEN Shingles J. Shingles EXTERIOR GRADE PLYWOOD , „ , „ WEST WALL ATTACHED AS PER STRUCTURAL D A 21 5 210-1/8 x 2'0-1/8" 2/2 AWNING MBR SCO REENs ENGINEER'S SPECIFICATIONS . . . . . . . . . . . TruScene BIRD'S MOUTH CUT INTO ROOF JOISTS TO F A31 2 3'0-1/2" "x 2'0-5/8 3/2 AWNING ATTIC SOUTH lor WHITE INTERLOCK SEATING OF BEAM ON 2x6 TOTAL # OF WINDOWS .'.'.'.'.'. . . WALL FRAMING. 1 7 Price as alternate WINDOW HARDWARE staining seam meta SHED ROOFI, ASPHALT ROOF SHINGLES SET ON FULL • . . • . . . . . : : : : . . . . . . . . . . . . • : : dark green aluminum. LAYER OF ICE & WATER SHIELD DOUBLE HUNG WINDOW HARDWARE: ESTATE COLLECTION; LOCK & KEEPER Roof pitch same as existing porch UNDERLAYMENT and HAND LIFT in DISTRESSED BRONZE. SKYLIGHT SKYLIGHT SKYLIGHT Roof itch some AWNING WINDOW HARDWARE: ESTATE COLLECTION; in DISTRESSED BRONZE. .-.' EX1ST'ING':IHOUSE.. pitch as existing porch 4" MINIMUM, to hang%4" of EXISTING . UNDER EAVE PANELING EXISTING to be „ „ — 70 X26 AWNING ATTIC NORTH Shingles FULL 1"x 4" TRIM, PVC RELOCATED 8/3 . UNDER EAVE TO BE CLAD w/STANDARD 3/4" EXTERIOR GRADE FINAL WINDOW NOTES BEAD MDF#SB3SB, 3" PLYWOOD 28 MARCH 2022 DOUGLAS PEIX ARCHITECT : . . . . . . . . . ON CENTER, %2" THICK w/ P.O.Box 1444 GROOVE RUNNING UNTREATED WHITE CEDAR 1 GRILLE CONFIGURATION - FULL DIVIDED LIGHT - GRILLE WIDTH 7/8 " MATTITUCK, NEW YORK 11952 • • Phone:646-643-9888 o PERPENDICULAR TO SHINGLES, 4"TTW, TO MATCH HOUSE THE HOUSE. 2 GLASS - LOW - E4 / LOW-E. doug@dougpeix.com SELF-ADHESIVE TYVEK BLUE 3 400 SERIES DOUBLE HUNG WOODWRIGHT & 400 SERIES AWNING. EXTERIOR - FOREST HOUSE WRAP GREEN. All windows: INTERIOR - WHITE. 1st floor level 4 WINDOWS HARDWARE - DISTRESSED BRONZE, ESTATE HARDWARE. EASY-GRIP HANDLE. .• � � � � RELOCATED DOOR UNIT � Shingles ALL AWNING WINDOWS TO BE CRANK OPERATED. 2x6 FRAMING OF EXTERIOR WALL 5 PROVIDE TWO SCREENS for TWO of the five AWNING # A21 WINDOWS. 6 WINDOW SCREEN are TRU SCENE. EXTERIOR FOREST GREEN, INTERIOR WHITE for ALL rD-1 DETAILED EAVE & WALL SECTION DOUBLE HUNG WINDOWS. AWNING WINDOW SCREENS ALL WHITE. 21 '0" F-5 7 ALL WINDOWS TO BE SET IN 2x6 FRAMED EXTERIOR WALLS. PRICE EXTENSION JAMBS SEPARATELYT . NOT TO SCALE 8 ALL NEW OR RELOCATED WINDOWS TO BE PROVIDED WITH DARK GREEN ALUMINUM CAP FLASHING. 9 ALL NEW HORIZONTAL TRIM TO BE FLASHED AT TOP (AS ARE WINDOWS). (E-1 PROPOSED NORTH ELEVATION K-5 SCALE: 1" — 1'0" •:•:•;•:•;•:•�• EXISTING 10 WINDOWS TO TYPICALLY BE PICTURE FRAMED. 4 HOUSE. 11 ALL INTERIOR/EXTERIOR WINDOWS TO BE FOREST GREEN ON EXTERIOR & WHITE ON INTERIOR. 12 ALL NEW DOUBLE HUNG WINDOWS TO BE PROVIDED WITH SASH LIFTS, IN DISTRESSED BRONZE. FINAL SKYLIGHTS SEE S-2/K-6 for HEIGHT TYPE VELUX QNB ROUGH NUMBER OPENING PANES CURB TYPE ROOM NOTES DECK FIXED FCM2246 0005 3 22-1/2 X 46-1/2 MOUNTED BREEZEWAY CEDAR with LOW E, TEMPERED DUAL GLASS PANE. EXTERIOR TO BE BRONZE FINISH. E S-2/K-6 for HEIGHT SHINGLES Align with three Breezeway windows. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EXTERIOR ELEVATIONS . F CHITFC �O PS PEIX T NORTH , SOUTH & WEST lV J TRELLIS o° ►� WINDOW SCHEDULE APPROX ATTIC FL. 8'8` HT. HEIUT CRICKET W O FIVE SUPPORTING BRACKETS SBO �. CEILING FIT. :-EXIST:ING-:H:OUs WINDOW NOTES oa . .'. CEDAR SHINGLES '. .:':':':•:':':':':• 03E3E301E111 SrgrE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N. : : : . . . . . . . . . . . . . . . . . . . . . . . . . 0 0 0 0 24 OCTOBER 2022 . . . . . . . . . • . . . . CHANGES IN CONSTRUCITON SINCE APPROVAL CHANGES BUBBLED HEIGHTENING OF ATTIC . . . . . . . . . . . . . . . . . . . . . CEDAR .' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1. : . : . : . : . ; . . .2.:.:':.:.:. SHINGLES :':':': :':': :':':': :': :':' ADDITION to 4445 HALLOCK LN, MATTITUCK, NY 11952 FIRST FL. LEVEL . . . . . . . . . . . . . . . . . MAP # 1000 - 112- 01 - 3.1 CEDARSHINGLES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . E•VERGR.EEN. CONCRETE FOUNDATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CONCRETE FOUNDATION . . . . . . . . . . . . . . . . . . . OPEN. . . . . . . . . . . . . . DOUGLAS PEIX ARCHITECT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . P.O.Box 1444 EXISTING STING MATTITUCK, NEW YORK 11952 KE-2 PROPOSED SOUTH ELEVATION E-3 PROPOSED WEST ELEVATION Phone: 646-643-9888 HOUSE. K-5 SCALE: 4" = 1'0" K-5 SCALE: 4" = 1'D" doug@dougpeix.com path: [Desktop/This PC,/Share OM2) /aaAUTOCADDRWGS :::W WING -Construction Set- 15 June 2022.dwg] SED WEST ELEVATION S-6 SCA E: 4" = 1'0" - r HM94os I CROWN MOLDING HM9405 with _ " SEE S-2/K-6 for HEIGHT HM9205-1 g <1a�P� � o Ln ROOF THIS CROWN to be 3/4• 1. USED IN SOUTH TYPICAL TYPICAL INSULATION = R 49 PART OF BED— BASE CASING for 4vP�'P ROOM & BATH BOARD WINDOWS & � DOORS MILLWORK SECTIONS A + B WOOD DESIGN ASSOCIATES, INC, FOUR TIE BEAMS ACROSS LENGTH OF ATTIC FOUR TIE BEAMS ACROSS LENGTH OF ATTIC __ ATTIC CLOSET 2x6 FRAMING Relocated window GWB CEILING 0 ATTIC FLOOR 3/"PLYWOOD CD ATTIC FLOOR JOISTS z 8'8" HT. HEIGHT e. 0 EXTERIOR WALL1 q� �-o INSULATION = R21 0 N BASE BOARD TYPICAL DOOR ELEVATION = DE.TAILED ENLARGEMENT OF TWO RECESSED PANELS, 17 March 2022 ROWN S-2 IN BATH & SOUTH BR AREA DOORS 1 - 3 TO BE SUPPLIED W/ UPPER K-6 CIC A ; 4" = 1'o" PANEL W/ FLOOR 1st FLOOR LEVEL INSULATION = R49 IMPORTANT to have ,- WARM FLOORS U 0 0 S-3 SECTION LOOKING NORTH 21 '0" K-6 SCALE: 4" = 11 011 SECTION LOOKING SOUTH SHOWING BUILDING HEIGHT & S-2 INSULATION STANDARDS K-6 SCALE: 4" " = 1 '0 FIREPLACE BREAST PARTIAL PLAN SECTIONS with ELECTRIC SBO FIREPLACE INTERIOR ELEVATIONS & PRCHITFo� CENTERED btwn �O PS PEIX N end of BR \VINDOW and DOORS BREAST WEST EXTERIOR ELEVATION �- G� w J NORTH BEDROOM REFLECTED O ° _-------- -- W TO BE CLAD ON ---'-- --_--—_ 3 SIDES (full —1-C— ----Tr-----n--- - —I STONE/ CEILING PLAN & SECTION ; I I I I I I 11 W CERAMIC TILES. I I I I I I I I W crown I I I I I I I BREASTAPRox. 3 CEILING I I I I I I 5 OF CASED OPENING EXTERIOR WALL I I I I I I I I S TAT E OF - r 24 OCTOBER 2022 II II II II II II II II � � II II II II � � I I I I I I I I FAUX ELECTRIC FIRIREPLACELACE,, CHANGES IN CONSTRUCITON SINCE APPROVAL CHANGES BUBBLED I I I I I I I I FIRE BOX I I I I I I I I LINED w/ HEIGHTENING OF ATTIC I I BLACK TILES II II II II o as 3 LL ADDITION to 4445 HALLOCK LN MATTITUCK NY 11952 lstfloor level BASEBOARD MAP # 1000 - 112- 01 - 3.1 doors REFLECTED CLG. PLAN - BR BR LOOKING EAST in NORTH BR. DOUGLAS PEIX ARCHITECT ALSO SHOWING BOXING OUT SHOWING CHIMNEY BREAST & P.O.Box 1444 P-1 FOR FIRE PLACE BREAST. E_3 CEILING BEAMS. MATTITUCK, NEW YORK 11952 K-6 SCALE: 4" = 1'0 " NORTH K-6 SCAL : Ill —: 1'0" Phone: 646-643-9888 doug@dougpeix.com path: [Desktop/This PC;/Share 0\1x2) /aaAUTOCADDRWGS :::W WING-Construction Set- 15 June 2022.dwg]