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48329-Z
�o�,aof s°ur/M Town of Southold * P.O. Box 1179 4 53095 Main Rd a41 Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46984 Date: 04/17/2026 THIS CERTIFIES that the building AS BUILT ALTERATION Location of Property: 4660 Deep Hole Dr Mattituck, NY 11952 Sec/Block/Lot: 115.-17-2.1 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 08/09/2022 Pursuant to which Building Permit No. 48329 and dated: 09/23/2022 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: "As built" additions and alterations including a finished basement with bathroom and a rear deck to an existing single-family dwelling as applied for. The certificate is issued to: Kristen Comparetto Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 48329 4/15/2026 PLUMBERS CERTIFICATION: -AAk' A thorize Si at e *of Sao, TOWN OF SOUTHOLD BUILDING DEPARTMENT • TOWN CLERK'S OFFICE rournr. SOUTHOLD, NY BUILDING PERMIT RENEWED (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48329 Date: 09/23/2022 Permission is hereby granted to: Renewal Date: 09/23/2024 Kristen Comparetto 4660 Deep Hole Dr Mattituck, NY 11952 To: legalize "as built" finished basement to existing single-family dwelling as applied for. Additional certification maybe required. AMENDED 8/8/24 to reconstruct the finished basement,to legalize the"as built"deck additions with hot tub and for a proposed outdoor shower as applied for. Additional certifications may be required. Premises Located at: 4660 Deep Hole Dr, Mattituck, NY 11952 SCTM# 115.-17-2.1 Pursuant to application dated 08/09/2022 and approved by the Building Inspector. To expire on 09/23/2026. Contractors: Required Inspections: Fees: Renewal Fee $1,156.35 Total S1,156.35 Building Inspector ram'" TOWN OF SOUTHOLD �o�gpfFQi�� ay BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 48329 Date: 9/23/2022 Permission is hereby granted to: Comparetto, Kristen 4660 Deep Hole Dr Mattituck, NY 11952 To: legalize "as built" finished basement to existing single-family dwelling as applied for. Additional certification may be required. AMENDED 8/8/24 to reconstruct the finished basement, to legalize the "as built" deck additions with hot tub and for a proposed outdoor shower as applied for. Additional certifications may be required. At premises located at: 4660 Deep Hole Dr., Mattituck SCTM #473889 Sec/Block/Lot# 115.-17-2.1 Pursuant to application dated 8/9/2022 and approved by the Building Inspector. To expire on 3/24/2024. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $1,139.20 CO-ALTERATION TO DWELLING $50.00 ELECTRIC $250.00 AMENDMENS.'P=TO-PERMIT— $1 073�50 Total: $2,512.70 Building Inspector TOWN OF SOUTHOLD ss�S�FFnc o ay BUILDING DEPARTMENT ti TOWN CLERK'S OFFICE "oy • � � SOUTHOLD, NY 0 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#: 48329 Date: 9/23/2022 Permission is hereby granted to: McGreen, Matthew 4660 Deep Hole Dr Mattituck, NY 11952 To: legalize "as built" finished basement to existing single-family dwelling as applied for. Additional certification may be required. At premises located at: tbbd 45610 Deep Hole Dr., Mattituck q-�I -,)q AUAW bkAdo�" SCTM # 473889 4V Sec/Block/Lot# 115.-17-2.1 Pursuant to application dated 8/9/2022 and approved by the Building Inspector. To expire on 3/24/2024. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $1,139.20 CO-ALTERATION TO DWELLING $50.00 Total: $1,189.20 Building Inspector TOWN OF SOUTHOLD BUILDING DEPARTMENT y x ' TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48329 Date: 9/23/2022 Permission is hereby granted to: McGreen, Matthew 4660 Deep Hole Dr Mattituck, NY 11952 To: legalize "as built" finished basement to existing single-family dwelling as applied for. Additional certification may be required. At premises located at: 4560 Deep Hole Dr., Mattituck SCTM # 473889 Sec/Block/Lot# 115.-17-2.1 Pursuant to application dated 8/9/2022 and approved by the Building Inspector. To expire on 3/24/2024. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $1,139.20 CO-ALTERATION TO DWELLING $50.00 Total: $1,189.20 Building Inspector OF SO(/jyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road w P.O.Box 1179 Southold,New York 11971-0959 Oli`com,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Kristen Comparetto Address: 4600 Deep Hole dr city: Mattituck St: NY zip: 11952 Building Permit#: 48329 Section: 115 Block: 17 Lot: 2.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Electrician: Homeowner License No: SITE DETAILS Office Use Only Commercial Indoor X Basement X Service Solar Residential Outdoor X 1st Floor Pool Battery Storage As-built Renovation 2nd Floor Hot Tub EV Charger New X Addition Attic Spa Generator Survey Mezzanine Garage Dock INVENTORY Service 1 ph In-wall Heater Recpt 18 Ceiling Fixtures 1 Smoke Detectors 1 Pump Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 5 CO Detectors Heater Main Panel A/C Condenser Single Recpt RecessdFixtures 16 Combo Smoke/CO 1 Transformer Sub Panel A/C Blower Range Recpt Ceiling Fan Heat Detectors Salt Gen Transfer Switch Mini Split Dryer Recpt 30A UC Lights Fridge AutoCover ARC 3 Blower Heads Switches 11 Pucks Lights Dishwasher Mini Fridge GFI SepticDisconnect Emrgency Strobe 4'LED Microwave Garbage Disp. ARC/GFI ERV Exit Lights Bath Exhaust Hood Dehumidifier Other Equipment: Notes: Finished Basement Inspector Signature: Date: April 15, 2026 1 1116- ItL v• I w1♦ 11% Fd V !11160 w1 ■ -1114- V 1V 5.6 &_ 1% •y 9 1 1 1- 11V t-nv.0 L 8085060 BUREAU OF ELECTRICITY y g3a� F 40 FULTON STREET, NEW YORK, NY 1003E Date AUGUST 21 ,2001 Appliratiorr No. orr file 12504901./01. 'H 072532 THIS CERTIFIES THAT only the electrical equipment as ldescribcd briou, and introduced kv the applicant named orl the above application number is in the premises of E ILFF114 11cGREEN , 4660 DEEP HOLZ DRIVE , HATTZTUCR , 14Y in file following location; El Basement 0 1st awl. L3 2nd Fl. OUT Section Block Lot Was exaamincd on DULY 20 P 2Q01 and found to be in compliance with the National Electrical Code. FIXTURE RECEPTACLES SWITCHES FIXTURES J RANGES I COOKING DECKS OVENS DISH WASHEPS t EXHAUST FANS" OUTLETS INCANDESCENT FLUORESCENT 0111ER AMT. K.W. AMT. K.W. AMT. K.W. AMT. Y.W. 17 8 1 17 DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL REC'PT.. TIME CLOCKS I BELL {SNIT HEALERS I MULTI-OUTLEI DIMMERS KMT. K.W OIL H.P, GAS H.P. AMT. NO. A. W. G. AMT. AMP. AIAT. APAPS. TRANS. AMT. SYSTEMS H.P. NSY IE FEET AMT. WAS' _J) SERVICE DISCONNECT NO. OF S E R V 1 C E METtiT.' NO OF CC COND. A.w G. A.W G. A,W.G. %MT. A-UP. TYPE EQUIP. 1 # 2W T 13WM 3 f 3WV 3 • 1W 1'ER# OF CC.COND. NO.Of HI-LEG Of HI-1EG NO•[}f NEUTTUL! OF HEU1RAt 1 200 CB 1 x 1 2/0 l 2/0 ,THER APPARATUS: SMOKE DETECTOR: --1 MAY i. 5 1023 csUlwlvuUEPT. � -Jt L ! 5 ERIP.P4 P. BROOKS �r +` `4�1 �- 1140 DEEP HOLE DRIVE 14 'TZ'I'UCFS 11952 ' a r� f�.`'.� GENERAL MANAGE t t f. 'r f ,i l ,Y 7. i 4 04, ��� OF SO(/T�°!o # . # TOWN OF SOUTHOLD BUILDING DEPT. caum,N 631-765-1802 INSPECTION [ OUNDATION 1 ST-/ REBAR [ ] ROUGH PLBG. [ ] FO NDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ . ] FIREPLACE & CHIMNEY - [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ _ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOL ION [ ] PRE C/O [ ] . RENTAL REMARKS: G � DATE INSPECTOR OF SOGlyolo TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ RERAR [ ] RO H PLBG. [ ] F DATION 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 . . RE ARKS: fftaS ovv DATE l - INSPECTO OF SOUIyOIoe LlNG - - -- -- -- - # TOWN OF OUTHOLD B "coum, 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION LECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: fin, 0 ve, -e 0 14 AkL, 6 ,4j, Clem' s DATE INSPECTOR r OF SOUIyO� - # # TOWN OF SOUTHOLD BUILDING DEPT. coutm,N 631-765-1802 qs�� 1-NSPECTION [ ] FOUNDATION 1 ST/ REBAR [/] RO GH PLBG. FOUNDATION-2ND [ LATION/CAULKING FRAMING/STRAPPING [ L [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION = [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: i 0 a& ` - (4�Z CPA t,4� -.0 a At "& �a Jqa 6 �)A k- , n \\ 0 5 �Q Ck&A V Vl� n bovT-- DATE o INSPECTOR 50UT L4660 Ma �i / /� # # TO t� OUTHOLD BUILDING PTP °yco 631-765-1802 PE INS TION C [ ] FOUNDATION 1 ST/ REBAR [ ] 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: :;.n4 A Wire 41 -f- �(��r����.ist�nneC� -n edLis IAA lap DATE 19 7 INSPECTOR EAST END FLOOR TO CEILING 631-235-8174 Jose Onorio License# HI-70558 631-235-8174 To whom it may concern at Southold Town Building Department, I was a contractor (licensed) working at Kristen Comparetto's residence at 4660 Deep Hole Drive in Mattituck. The only plumbing change in the downstairs bathroom, which was designated "as built" in the plans shared by Kristen, was the installation of a new sink/vanity in the exact position of the old vanity.utilizing the original faucet in fact. There was no soldering for this work. PVC connection only. Sincerely, Jose Onorio FIELD INSPECTION REPORT DATE COMMENTS rv, D _ , FOUNDATION (IST) 0 ` oln aM _ ok -------------------------------------- FOUNDATION (2ND) "r G y ROUGH FRAMING& y PLUMBING , n 1 r rb � fir + r INSULATION PER N.Y. STATE ENERGY CODE idall GC FINAL �o ADDITIONAL COMMENTS 2 T oL I E4Z� .2 0 B p t C O -r Sktc_ e c '044 .S S ' iS S e + fdTtl tza `' (is 1-p a- 1 G 0 z �r d b o��gUfFOIK�oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 httl)s://www.southoldtoLAM.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only q q i PERMIT NO. Building Inspector: AUG 0 9 2022 ' BUILDING DEPT ".Applications and forms must be filled out in their entirety. Incomplete 'TOWN OFsotim-i0!O applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:8/8/2022 OWNER(S)OF PROPERTY: Name:Mathew McGreen scTM#s000-115-17-2.1 Project Address:4660 Deep__Hole Drive,- Mattituck Phone#:(646) 637-1142 Email:nymagoo@gmaii.com - Mailing Address:4660 Deep- Hole Drive, Mattituck, NY 11952 'CONTACT PERSON: Name:Michael Hand Mailing Address_PO 1256, Mattituck, NY 11952 _ � ._ Phone#:631-965-1947 Email:michael@mchdesignservices.com DESIGN PROFESSIONAL INFORMATION: Name:James Deerkoski,_PE Mailing Address_260 Deer Drive, Mattituck,- NY 11952 Phone#:631-774-7355 .----__ Email:jdeerkoski@yahoo.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated cost of Project: (]Other As Built $ Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes BNo 1 PROPERTY INFORMATION Existing use of property:SIII I@ famil dWGIII_n Intended use of property:_SICI le famil -_dwellin, _9 y_ g a9. �..__.i.y�.. _9-. Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R_40 this property? Dyes BNo IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional_is responsible for all drainage and storm water issues as provided.by Chapter 236 of the Town Code. 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 210.45 of the New York State Penal Law. Application Submitted By(print name): �(�� A Authorized Agent El owner Signature of Applicant: Date: ©g f C®f yj�pG STATE OF NEW YORK) SS: COUNTY OF ) `I [Aha(�"'"� being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the "-L& (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this l d day of v S a" 20X L Notary Public D WOOD NOTAR:N:IALL LIC,STATE OP NEW YORKP OPERTY OWNER AUTHORIZATION Raioa No,olW06388422 ( here the applicant is not the owner) ed in Suffolk d V oL r~ut� UItp(r0gi 1 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 r y. Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I, (GLv-,_ residing at `Cl� RQ r (Print property owner's name) (Mailing Address) do hereby authorize 14 Olqat J) (Agent) to apply on my behalf to the Southold Building Department. (O er's Signature) (DSte) (Print Owner's Name) MAY 1 4 2p25 BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD - P Town J-lall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 jameshna southoldtownnkgov seand(cr-southoldtownn .qov T. APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: IVbv Company Name: Electrician's Name: - J License No.: Elec. email: Elec. Phone No: request an email copy of Certificate of Compliance Elec. Address.: — JOB SITE INFORMATIO (All Information Required) - �\ Name: Address: p o C- YJr V e— Cross Street: 3 k- Phone No.: 6 - g ZC> Bldg.Permit#: ?j a email: Vi 5Gc-im Crr-C 4E, VW Tax Map District: 1000 Section: S Block: 1 � Lot: 2 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): ��d c.-�l; �l e.C.-��'c_ w a �IL r I1 �c.�-e,�-Q�1.� (-e ire-,( _ --�',,� • �n� �c -tiv-e.►�- e e I >,-lr lact'� 2x 15 � kA�"--f� co ICU r'J r\,eLJ ot '` ,, ay - - - Square Footage: Circle All That Apply: Is job ready for inspection?: YES ❑ NO Rough In ❑ Final Do you need a Temp Certificate?: 0 YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? ELY N Additional Information: PAYMENT DUE WITH APPLICATION PERMIT# Address: Switches Outlets / GFI's Surface Sconces H H's � UC Lts Fridge HW POOL J 1 Fans Mini Fr. W/D Panel '*,\,pump Exhaust Oven Sump Heater ` f Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights i \ Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments O ck- 680 -- �' � z� ry\ nz� ,�rts�r e ris DESIGN 31 E 31 Street, 11A New York, NY 10016 T:212-532.4506 F:212-532-7202 w W W.PARISKDESIGN.COM �r j. Y 11 1' t A r—"? dJ vf't IA S �'� � Sa R -V.AA NYTTITUCI � N(D T IFY BUILDING ['c.I`A Ti,`FNT A;' 765-1802 8 AM TO 4 PM FOR THE PLUMBER CERTIFICATION 1`01 LOW!'NG INSPECTIONS; ON LEAD CONTENT BEFORE 1 FOUNDAI ION - TWO REQUIRED C E R TIF I CA TE 0 F 0 C C VPA NC Y FOR POURED CONCRETE 2. ncUGH - FRAMiP'1G & P[111'1,133ING SOLDER USED IN WA TER 3. !NSULATION SUPPLY SYSTEM CANNOT 4• FINAL - CONSTRUCTION MUST EXCEED 2110 OF 1%,LEAD. BE COMPLD- 'E FGFi C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE, NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. C L F:C T1:7." Rrf ',: n�tif COMPLY 'VI !H ALL yCODE S ®F NEW YORK STATE & TOWN CODES AS REQUIRED UTHOGD TOIh' PLUMBING SOUinU:n PLANN!NGBOARD ALL PLUMBING WASTE &WATER LINES NEED TESTING BEFORE COVERING NE .F i. o� o �84 J �� pSSWN�� RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. JJ Im C: 631.298.2250 michael@mchdesignservices.com 42'-OY4" 01 17'-0Y2" 3'-9'/z" 13'-4%" 7-6" (EGRESS) 2'-10"x 5'-2" 2'-10"x S'-2" 2'-4"x 2'-4" 2'-4"x 1'-4" I W 0 Vol LAUNDRY BATH X I ot T-1"CEILING v D N FAMILY ROOM I 7'-5" I 7'-1"CEILING I I O I I L — — — — — - - I •--•• U O F UTI LTY =a oo I r OP 0 m ZO SD/CO00 I a Q H A A _ _ _ _ _ _ _ _ � _ _ _ _ _ _ _ _ � _ _ _ - - _ _ _ � _ - _ -_ _ - _ _ GARAGE N z CI J �4 W I ) C:) rT, OI Z z FAMILY ROOM I I I � v Z 7'-1"CEILING CLG.DUCT N 6 I '-81/2" rm„ A x I GAME AREA I CEILING I W CD 7-4I 7'-1"CEILING H I - I I CLOSET m I L V 36'-6" 3 4'-10%" 41-4/4 Uj BASEMENT PLAN SCALE: 114" = 1'-0" Qh1I83AO3=HO�39 0NIlS3i Additional Q3?N s3Nll iJ31Y4VQ Certification B; SdM ONiennld 11V Must provide Manuals May Be Required. A RO ED AS NOTED `Efte s1 id D, J and S as per DATE: 3 B.P. ...Lv3� R NYS Energy Code 'CUPANCY 0 :� -"— -- , FEE: �� V I; F JSE IS UNLAWFUL _ NOTIFY BUILDir..: [ �TM_NT AT r i AUG 765-1802 8 AM, TC1 i.' FOR THE TIFICA � � ,'VITHOUT CER [411/4 i FOLLOWING IN�E'�:.' ";i�:'�:r: 11/4 i. FOUNDATION T�.^:7 -i`�QUIRED li/z ii/aFOR POUTED C% OCCUPANC I . 1.:. W.C. 3 2. ROUGH - FR ." r! & PLUMBING W.M. F.A.I. 3. INISULATICN 17% SH ER F OF NEty d. FINAL - CO:.- ,..h1 "�1UST �P �. DEFR Y�,S, H�4�ZO22 i 1/2 2 BE COMPLY C.D. I 11/4 s I C.D. ALL CONSTRUCT :-.ALL MEET THE or 3 3 .:. "'� y W SCALE: SEE PLAN REQUIREMENTS OF THE CODES OF NEW Blower do ELECTRICAL YORK STATE. NOT RESPONSIBLE FOR and ductwork DESIGN OR CONSTRUCTION ERRORS. INSPECTION REQUIRED 4 — ��O �o. yob. �`� testing required. SLOPE"1/4"PER FOOT PITCH TO DRAIN TOAPROVED A�OFESS NPv SHEET N O. 41"C.I. SEPTIC SYSTEM TRAP HOUSE COMPLY WITH ALL. 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I '!"i", I V1,10,I'll W, ��T��,�M, I ��_ 11:�,,,,_,",:"",,�� I 11 I 11 1"',ftl ,� �1-,,, �',5,""��R',",`,",`�, ,�,,�1,3�15\ �, � , �,�"",!R`� : 1��, I a _ 111 I " ��11 , 7 "4',`�" � , '' "'' , "t V "��,��,4","',,,`,,`,, ,� E�MIH R �_�,�,,," , TM...�Z`f�� __, 'A 11'� �,,,&' '11,12�0PI'll't", 111 , ,�_%_ I ,,,, � 011" ,,`,,i,"""'�,',,,��,'I' , , 111'1!111'111'��,`l A . 1111" -" '111-0,11. 1 . ,,,--, ", I � :"'111i'1,111'_',�",�� , ;!1111'��,`l I , , � ,� I I I �'I, 1, ... - -----"-,---- I � , """,'' ', " I ,�`,�,,�a',��6,� , "- � rl, � _� � , i0",*'Jp,,'- �""�� 5i�,�, 11"", _,g! � �,!'4' ,�A,,' � , , I I ,� i , , , I I " "': Z I _,�,Jj LE PROJECT OVERVIEW:DRAFT AMENDMENTS TO FINISHED BASEMENT � , "M - , , ,, 0 f 13 0 M PLANS ORIGINALLY FILED BY THE PREVIOUS OWNER UNDER PERMIT ; ", , � � S _ , 1� - _1111 ?�l ,� 1\'f 1, " - __ � "1111111111111 _� , � " " � I 1, 1, " _11i'll, NO,48329,AMENDED BY THE CURRENT OWNER TO RELOCATE THE � , I I "'�,,,"�-"",��k,:""""",��--;"",,-, " ��_, I'll � BASEMENT STAIRS TO CREATE AN OPEN 1ST FLOOR KITCHEN,DINING ' "," --- � � ,:�z 4 1 11 �",I ,�,� , " '' , ��,�,, � ��`,�,�,", ",,,�_" ,,--,�;,���" , ;,�� ROOM,LIVING ROOM.ALSO DRAFT PLANS FOR A REAR YARD 2-LEVEL � ,,.�, ,� , "', 11" ", , ,Z�,:1'111' -gs I I , -,\�: ,,�, , ,", " I ....., I - _�� i , 711-11 DECK TO REPLAGETHE EXISTING DECK BUILT WITHOUTA PERMIT. � 11 I,IRS ", ,� 'I'I \,�,,,,,,,,, 11 I , �: � " ,,�,�,,"�,� , " "" ,�,q, A"',�," , : 4wwaiopw I , �..I ... xik-A P I I... 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(UNCHANGED) z '41 I I ��1`1 I IN—�" ,: ; 11,,�I I >'11 - � :"111��1,13" M,,�,K I�"I'll I I _ ATTACHED GARAGE NA (UNCHANGED) I "'11"'"�� �� �...... ,`x"`3 I'D N "`�11 - ,� �� I ? - I ,"-,, ,1� ", " "� '��....*, Z� �1,,' ::""`t",3 , � ": ,:;', � ,,_ , 11 � I � - "L ,� 1�1,'�� �vg,'�,�� � I , 1'�, _", --,," ,�,I 1,'I'' �,, ,�'_`,, �`w4 i"11111111�� � L�-�.-�-,�,�-,-------,--"��,�---",�.��..._________11_______11...____-----------____111,_____ ,,,,, �,,� ,,,7 ; �,,,,,-_`�, � ": _ I&I", �, ,I - - " ------ - -i,,,��...� k'i "i 4660 DEEP HOLE DRIVE - FRONT AS IS) I ----,------�--------�--���----------------------",-----, N 1 1 2 � � Scale: NTS GENERALNOTES I i � � � 1.All work and equipment shaill be in accordance with current residential building ; codes for New York State,County and Local Building Department requirements and regulations,including all Utility Company requirements and all best trade practices, 2.Prior to starting work,the C(ontractor(s)or the property owner(s)shall rile all the � documents required by the Loical Building Department,pay all fees requirecl by local � � 4660 DEEP HOLE DRIVE - SURVEY (WITH UNPERMITTED DE%'-",*'rz\) i agencies,and obtain all required permits. � e I � I� 1 3,Prior to construction,the Cantractor(s)shall visit the site and verify all dimensions I Scale: NTS 1� and existing conditions affecting the work.Any discrepancies which would alter or I ipreclude satisfactory completion of the work described herein shall be reported i to the Contractor(s)or proper�y owner(s).Do riot start work or order materials until I I � all such conditions have been examined and a course of action is mutely agreed t � � upon.Failure to notify the property owner(s)or the Contractor(s)of unsatisfactory I I i � conditions will be construed a-,acceptance of conditions to property do the work. � � e 1 4,All work is to conform to the drawings and specifications herein of the design � e I � I.,1'111�I t I,,,",11":�"�11, ,"'," I � 1ft,`.W1,, . .....�, consultant(s)and the ongineer(s)of record.Before changes of any kind are mad � 1111--, ' ' ,g v ,, ""- - '�! "', " ,,���,iz ", " __ - I , I� I , W��, �',,, �,,�,,,�,,,, ,,,�,,,�,,�,�,,,,,,,��,�,�"''k",* ,,,,,,,,,, , ""","�F��,,�1,1�1,1�',�'I'�,,�";",�'l', ,,� �1,11�I I�Z'd ,�,,V',, � ,,',,�,,�""","","","","", , I i e. � 1, ,� , I ,; , � ,w,,,i-�,�,, � I�,',I%11�1'w ", , I I �',�," , , , _ 1, � � 1, " I I " , � , 41 ,", , �in" .. - t , - " , ,�" ," , ,-,,,,, ,�_�_ I ,�,;,�-��,�"",�,�,�,�,,�,,,�",��,�,�",,,,,',,',,'��-�',,,�,,,,,,,,,,',,'I'r""�,,�,,,,,-, � - """'M;" �� � zI, ,,"s �,,',� ,,,�� � the design consultant(s)andior the engineer(s)of record must be notified in writing " , � ____- "�"',z,,,�""",��-,�,,_,��,�,,�,,,,,�---I 1_�,"4U24".,V_i�' , n�, �,:'�� , ! �,,," , " , , "_� , , - I I �, , N U,U��4�",,,',�� 5.The drawmgs herein are riot to be scaled under any circumstances, I , I ", �, , - � . �� 1,�' ,�� ," � , - ,,,��,,ft I '' , i _�V,��,,, I'll, �' 111"111'111'11� ,I_% %T,T,'1%,1,,k,1��........ � ,�"'", ,,"I"', M',,",',`�,, ,-��,!_,�'_ '' - r I I I IN �� "I ,1`f," , , ""1,,I _! � I '�,'��'I'll"�1,1�,�'ll-�,,���,,,,,,,,,,'',,-�""'-', - - , , rl 111 % ��7',� ,� , 'I,-� I ......E""',", I 111�,, ,"", ,�',"I' '! , '11",, I ,K, " ,, �� � 111 'L", 1'1'1111,�'' 1 6,The Contractort(s)is to maintain a complete and up-to-date set of plan��on the � " ,� ", � "I I 'i"11`1'11�""'11"'I'l I" _� � , , '' 11 I ,,, - �, ,�, �, �,'* I 11�,,,,1e1,,,',,'. I ;�, I tl I 1� ",",�'_���", w , I ��,,,,,�, , - , 1.I "�� " , ",, �_,,,�........ "I I I I ,�� I , ," I I I,"",I 11121-P& ,-6�:e -,", , " 11 , I, 55_,� 11�', &_ -�",","", , I " I j '11" , I 1,1," ,,,,,"'�..,',',,- , ,, ....., � ,'11�,� , �11 I �"I �" 11 ,, � � F I`1 ,�',�%!�`_,�,,`, _,� -,�, ,"�,�,,,,,,�""",�,,�,,��,,,��,,,,�, , I , �, , "_ ,,I � I I , � -%_�,��z,,�t � "� "', 311 '', , ,�, , 11 ", ......�, , ,�, , " , ,,, ", '�l"'l i", ,,, '-�, " I N I I 11-'I%.I 1", ,, I , - - ""g; --,,,, �, ,� , � , , - �,�`i'Q,k,4'4 g V,,-,-",, .......�,,'� ,�, � ',,,'�,, � , 'k,"k-w, job site at all times , I ",,, ",,,,, �,�Q I I , "." � , 6M ��?,'m ', '11-11",...�� - 11 . ��',"'��,,`U'�,�,% ,�',,� - , ,�, � � " � ��n s u,", ,", 1, ,�, `� I** 1 7.The Contractor(s)is responsible for ascertaining and providing all prevailing � I , g�"w`m�,�.,,,, I I '11,��,,,�,,���,,,�,�,,,�,,,,,�,�,��,�"-;, I'll "t,� I I ,� �� , . FFNII%iih � ,,�, ::::::......,,,�',',',',',',,,,,,,,,',,,,,,"',,,'� �>,,,!,�,,,�,����,'�,,'�,"',',"', _�I"'1'1��,",,, isam i ''I , I " 'Z,�,0,� :: 4 "�,-��,,�,:,�""5�,����,',',',,,,,'�,,',�"�,',,,,.�',,,,,'�,���'�-,'�ef, ,.,v,V,�,,,,_,,,,,, , procedures:including storage,clumpster and toilet facilities,protection of existing I ,,, 1�1 I "I I I - N,1,,� '�,=-, '' ,�"�V",�',�`�!:,"'At`,,��,,�;,,, , " � I I , , , "��' �,',,'�',,',',',�,i�......�,, � ,� , �, �'��_� ,:1 ,��........ ," ,,, " ,�11!,`�__, ""'M," , 11 11111- ,�,, '_�____ ", - I� , , 1-11, I'll I 11� ,�,-q ,,�';,,��Y,,,,'��,,,�,,,'�,�,,�,11, ,!, �'_M,"',, I I, , 'I', ,,1 I'll, W ,"_ 'M j,,',�,�',V.�I'll, >� I "I I 1 work to rennain,access to work area.security of work area,hours of permitted work ... " ,, I I ,, "I'M11"'T , R"I �I�, ,� 11'1�1111AR,�,,` '17A��,,',Z',11,, , , "," �, ��,"Q"MIR!"o", ,,� i, "��i��""";""�,:,-,,�-,��,",-%'f,,,"��,,,,i...... &4�, -, 1$ ,,��,�'_'!�,,,,,,,,,,�� "�_I � � ,7 F ,1�,�i , I " , ,, ""," ��'),��,'� - I� �( 'i� 15 �,,� a ", I , I 61 ,,,�,"' � I I , ',�� ., - ", '��,�� " ,�! , i� Fil �i,,, ,*.:......�e'�, �, , , �`,)"�,,, , " , , , ,n,�,,�,,��,,,,'�""�,,,, I 11 "I , , ��'�,-,,,,�,,�,,'-,,,,"",-"?�,�",; I availability of water and electric power,and all other conditions and restrictions for ' IR I , , "' R 17 i f"",,�',,,���,�,,,���,,,�/,,,,�,,�"""�,,�,,,�,,�,,,,',"I, ,�,,��"-,�,,",,,��-,,,�,��:�;�,��,,�,;�,,,�,�i, ,,,11�11"I"-, � � ,,7,,`�`� ��,�� I I 1�I 1,I'll �,-,",��,�,,,�,,� 11'1__��,'�,"_'11!;114`�"'�, 11,1, , 0i,'-1110��,' �$:,": .11, , , ly manner I %111 I , I 111 �',-I I I r r,��", - "I"� `�1,1_111�111,� "', �',�'�,�:���_��",,,,,� ",�,� ,� "' �,',,`_- .,_ 1, - - , , I ,� " ,,, ,�, � E , 1W -�,,�"'-'j, iwo, ,:�11,I , , ,� I 1'� , �, 11 11 lil, i , � I 11`1�'� . 1��._ �',�,Nlliz,t,�N "Ill 'Ic: �"�",I lz�1,111,1�,,�k 11�11'1"11 I , �, 1, `� ,, �z',-_�� `���, ,I, �, "��"":,�"::C,�",,�;-�',,,',',�"',,,,-','��',��; ;R ,�i""�,,," ,��`"--i", ,,,v"" "'l,�,",��""",""�,,,,,,�,,,� 01"11i ,�f_"_' ��,�t_.,,,, gpi, " ""' , 1, _ _�, ,", ,'' I I _,,';,,��,Ali i,,,,," - , � ",, I e,��� AIR", 1 this particular location in order to execute the work in a careful and order , ,,, , " '�I 1 _,, � 110i ,�f;`1111_�,�,��,� ig ik ,�',� with the least disturbance to meighbors and the public community in general, , �,x ,� I I , , "'" '�,'J 1, ` �' . "r,�- �m�,p,� � " �1"" , "", , I , I I �1� I -I "',I, , ",,",,"�,��,-r,7�,�,,�,,,,)4',�r,�,�,��,,�l,,,,,",�,�'�,'i _03' ' " �"41",�Iz"""",�,-�'k',,,�-,��,,,�� �11 I 1"', �, I'll 1�1 I . � 0! im, """, 1% ":� " 3 ,��;,�,�',�',',�,,��""","�,��l,'!','�l",, � ,�;� ��. " �'�""�"I'll�,-",�',�Ill""'! i i ,� �H, "",�;,� ,, ja W_1�1'1 !,�", ,',�',"_ , '' '""', , -,,,,�,���tz��', �� ,�,�,,��,�,' � � I ,,�� ,11", �,T�,� "', �`_" , ,,,�r� , - , z" , '� , �;��,'� , r�!,, """, '�, I.... I,, ""' '11,1 "I "� I `4�,',`�,,,,_',?','��,', M, 11',M!,�111"',_', ��,,� �, 11, 11 ""';�,"t, � &The Contractor(s)shall make the necessary arrangements for utilities and services 11V�11�1,11,111�1, , C � 11 11 " , -, ,",%�� ,��, '' , , �'_',','�'?",,,�,' ,,�.,111111111" " ,1AX �, M � "N", "" I"," " 'I, ,� 1�1.....-,;I"`- 7�11." � "�,��, , �Ir�;"�T �-, , ; 11111-_ �,,, " , 1, 11141,111", ..."I I ,, " "�, ,,�,,,�,�,', ", " ,� !� 0,,,r� z �1,f�,,�,� ,,�, 1� ��,,',,,`,,',��,�,,` , , ,,`�, 11 , " _ 11 !_ � , ,:;,:,Z_�'__, -, , ,, , , - �� - , -, ;�"-%,e � i temporarily disconnected while performing the work as required. � ", ,'___ , " ,�_, �., , ,,,�� "�� I - "i, ""-,-, ", ,"! ... ...s , , ,��"�,�140�, I I W, ,,"!i, 5�� _ 11iV "��'�.....��,� ,`,��,�,"�,,,," , , " ,,,',�� " ,, � , j", 1'1"�N �,V,�, "D �I ,I'll _", �,""1, ,-� , ,�,',,`,,`,,,, ��,',',,,��,;, 'I,' !,��Uqlp,p) ,,, "', " ���,� "," J c, �, , I "'m ,, " ,,,,,, ,U,,�,'��,,I " �� z ...11-1 ,"I 1, " I � 11 M , � I -", ,/ ��, ,,--,-'*=,,�"""�,,',:�, I ,,�,� 11, , � i """� , " �, � � ---�� � P , ,,�:�`,�,,, �,,,'�""'�,�i " � '' " , , , A" , ,"I'M � I I I " ", ,I�,Miw ,� "" � 11 111�nll ,, �'I","--,"'N - I I I �,, ,"I", , '' _ ,� A....",-1111,1111 I ,"!� I � , "I 1 '0 ","U,1U"I ,,,�I,,'M��,`,,',�`,4",", "M wm, i ,,�M 1_111�1` " � �,-, _��`,�',,`,,,�7� M��, F,��"v, �, ,,� "",, , , "� � " - I � � I � i,,��`,,i!l` __,0 e5v". ,C�� , ,_- � I " I , , -, WNUP1"' A �, I , 1, NMI ""N , � _ 9.The Contractor(s)shall prov�de all dimensions,plans and cutouts for other trades. ��� 1, I 1, ,� � ", " _ i " 11 ,a , "1%,MNSW�,I I", 11 if"ball " �"",",�,�, I � I I I� ffl, I xl ,�:I I ,���, , , � I �, � , ,� '", ", , � �,�`,� ',�',,',,`,"',��%iii , 1, I ,�� , , I" , ", , , , R 1'�, �� q ,',�,"�,,," � , 'n�,,, rg�" � � � �""", ki",',�,�,�,,,,� ��,,,�"`, ,, """' I"''I I I 10,The Contractor(s)shall provide proper shoring and bracing for all remaining ; - I , -, 1_�� ,�,!��,, 41"." ,"�,,� _�,�, I I �1111�11 �� -,o�-, I � 1 , "I I I , ,<� � WIN R'0,11 I'M , 1� "I'll� ��',,��, "'M e ,, ,:"�,,,��,�,,�,,, ___ � ",,,,""��'q J ��,�` ,:� , _.,�, - - � - ,." Mki""",�,"""", ; , � i���� "I -%W�=�, �, � " I " """',�", j, '�_'z_,;"', ��,����,��,, �,� I , I � "', 11 I" "', ,��,�', 1'1,11,�, I -- , ; I ;k, xg_,,,�,� , �:, �,,,,�,,�,, ,0 I Q�0,,�,_,,,,�,v��, "I , 17� '':,�_,,,,,�",! ,,,,'��`�,� ,�, " � _01c;"11,1� structure prior to removal of existing structure. ,, , " , A ,-'_,,,,�,�,,,,,��-1,4 ,,, . �� A, ", I ", I W,f,�,�x,� _-, ,,, ,,,�,_ ,,,, I �� � no, I i-" I ''A"p ,�111......L,�I ;1 W :: I q"' , �, , i 11111"I'l," :,,"k �� ,"" �,,_ ,�mg, *"'-�#�"� ,z�,,,,_," ,� � , I 1 11, , " _'��, ,�Q,=,-,,M,,i � X ,�,��,�--�,�/.........I ,,,��,,�,W�,�!p, "I , I <,�;,,,,, ___ , ffl'11_14`4"' _1 I :�,����"�,,"p,- ""-,,':"",,,:,�",,,-�, - """,`��,� iqlz,,�f�,"`,""�,�, i ,", ii M" , I 1�,,el,ll "I ,�<11'1 , n; ,,_._11 , , " I'll�""; I 11.Plumbing,electrical,HVACand similar work shall be performed by licensed I',"� , �I I'll 1� �V,11&, *,,� � 11 , ''I �,,,,, 1"1'11"C� 0 'r li� r " _4 - �'','�'111 "� wt 11 I aw �:",,� I ,, ��,;,, , 1 SWO , I�`�,�`_` 111'1�1'14"', , I I , _ , I "� � , I ff , ,i ,"I , 11 6 M ,� �_,, '31 I I , 11 inf,", , I—, 1,11"',_ 11__�1111 I'll - 111 e I ,� persons who shall arrange for and obtain all required inspections.The Cent aGtor(s) ,, ,,,,�,Ml _�, I I ", I 11 �, "'!�,',",�,�','N",���,,,�,�,��'i���,,",�"-""i-,,,'�-,If i ,, W� ',� - ,'A 11`11R, , 'I'll 11� "I I "", " shall be responsible for scheduling all other inspections as required- � , ,� � ,-, , f........... ,,��,,,,%,�,� ", "Q � r "'�1'�ii�' , W1,W I 111� , ""', I 9�L-,, 4� � ��mx,,,,,�, �, � a,-,-",-"-,,, I ",__ � " '1���- �, "" � I 1-1 , �,,,, ",1'1��,��,� ,;,��e�e,,�,,`, , I ''I'll' , __- ,� ...��_ " 'A " I "-,:�.�` ,� 1 � 11 "I"',,,,',',',,-�,"M""P,,P�,,,,� 1 12.The Contractor(s)is solely responsible for construction safety and shall hold the �,`�;,��:,t,_'�,z",."�,"; "","',_ , " llft��,,,�,,�,ffipR , '��,'�'v - ,,, I , , �_", - I ,"ril -,t--.,,_-", ,," ,; 11 _ 40"', fi , �014',' MN � ` __ � ��_ , , ,"'' � '" "' - - ,�� net s, esign consu an s,an enginee s o reGo arm ess rom any , , :, __ �,_ 11M, I _111 I ';'_ z�, , ��,,,?, , "I""", :-I I ,i , , '_ ." , 1, ", ,,, ,v�,i ui g_,��,',, --"--,-,_,,, , _n,�r,o,�'� � � _ _ _ _ _ -1 "" ,,V ,�", ,� .�, � ", "I , �� I - ,� ,,� , �",', ,,�,,,_,q M"I'gip- , ?`�"10 111 r.I 19S'V,111�0_1,�� " 'M " IN , " "�,�",,,�,�""f",�,,,,,,���, litigation arising out of the failuire to provide construction safety means and methods, ,11 _�,'1, ,-; "I , "'I,,, �,, " ,��� ,,,,,, �,iy " _, "" I" V L"'K "I I 10 N , , , M, ,�, , ,� ,�, ,�, Jf�_�,_ , , ;� , 'a""",`_', ,`,e`1'1112 _�� "M,,�,�q I I " � I I I , 1 �,,g', , 2,,,�',, "I'11,,6- z , K, ,11','11.1 I �1��, ��;,,'� " I 11 , �',��'�'--,,,,',-,,',-',",-,,,,',',';,,�,,,�,,'� 13,The Contractor(s)shall obtain all permits and insurance to protect the property 1 `01:§,�,;' ,, '11111p,,,�,� 1"A'i I 11 ',"'�,, ,,,, �......I , , " I I "Z A , I I I '' , ��, �,,,�I�t, , f0l 1,11- " im ,,,,T.,�., &k, I �R � � , I 1 - ,�Q �- - I'M � 11, P"!gg,p��M�- i`,"�'�',R i �,-�gg,�r"', I ,� ,&',v: t rl �, owner(s),the design consultant(s),and the engineer(s)of record. " , _�,�,_, , ig � I ,§V,'' � , I "I `��,,, -"'W'_"',:,.�:_",', � I , " " , "' , � , ,� �,�,;'�. . . , , ""�:""���,,�"et,',,�,,',,'�,�,,,,������i,,�,�,� , ,��,,�?,",,",�,, "�,O�,,,��" ��,�,,�"'', �P�`,,,,!,qw "" __ 1, 11, _ " -, - , ,,, � ,'�,,�',, ", INN'1111 ,� I'll �� ,�,,,,�',VVOU�, IN ,',',,',,',,,�',,,�iQ, �,��,,�,,,',,,",�,,"4�,�,",'�,',,�,',, I I 14.The design consultant(s)or engineer(s)of riewrd are not responsible for the i , I N 4" "I I A ", , , , , yg . � �� ININ " W A k* I � � ,,,,,,,,,"I , , -----��1-'%-,',.',-,�-kk- ���,�,�,'.�t,'�"'��',"'�,,�,-�, � I "� , , ,� ,, ��- , """ -,-" ��" ,�' , Nl,',,,'�U,,,,��'�',","",,� ,��,,",_�,'�,,, '� I,,',�,,,,,�,,,�� 11�,-, 1'. , ,�_,, , __ , ,,",,"," ,_�,�,, ,,,, , 1'�� supervision,inspection,or administration of this construction project.All compliance i " , ,�,"'� "I, , k �,,,�, I � � , ,,,,, , , I I I="�f","'Wg, Mm -�,, ,,�-� :,�d' P"��,,,!",j",""',,,� ,, �............," I �,," I, , , , , I with Federal,State and Local Zoning and Building Codes shall be the responsibility i , ,,, "'W5", ....-""� -, 11`1��,�,'ii'1'111'�ll,��""I'l""I-"",���'�,�l',�,-", ,I I,I 11"," � kf""'� ,�", 0 ,,,� ", 3", 11 110111 I I I I I I , "I'll,�,1,,- --�`,-ki-`_ "" I ? , I ,�,>%,��,�,�,`,�', ",", IM"," -,,2�N,,S,U�-, I � I� z,'' ��'��'���'_� ; , ,�',%,�'�,'�',�,',,_�,-,,'�"-:-,k "'. , " ,��54t�,.,_ "' �,,�"'%,,�,f,,,�,,-,_�,--"�,---?,-,,�- _', I I of the Contractor(s), , ,�� I I w , ,� ,� �,,Xxz ,R��,, t�i,4, ,, I I I I ,, , ,,,, ",-,� , , - ,�,- � �, �11,�1, �� ,��"Fy I ,,,,, �,�,,,,,,!�,�, "00" """, �""'�"',', � 11 �- I _1 I �� � ,,!,,, ,""�, , �......111,%�_'���', I z, �� 11 �,* -',"�_, , I ,��, I I "I �41 V,I., I 1 15�All electrical and mechanical components to be designed and specified by others, I , , I N - �ft, I , I I I ,k,"'.",� ,","_,_��, , , g', ,,, "J, I I I ,lj& ,I � I I , �, , , "I �,�,-:,�< " ��_�,,,,�' ,�' I ,, "__Ui� �, �", ,, , ,4� ;1 , � _� ,�,�'�,,,�,j�,",, I ; I ,:�,,,,,,"�',� �r'�,`,'J�,.�,&', "I 11�,��",�%,',1��-:�',k,,,,_� , I � , , ,�,,,,,'�4 1 11 , 'n." � , , ,, � I I I � I �� �;,,�""I'll"�l-"��',�f�.",.', "'y- A wz`,W""�",�, 11 "'gz-> - I I I ,,'p,� ,", ,`�� A� "�,,,'y��,, -,� 11 I �'�,, , ��',,,�.....���� ,,��,�,1-111"',"�"i� g 11 ,I.,U _ _�p"'.".�,,� - .------ , ,j','. Z�,'�, ,,,� & " -- 111911 "I , " '�,,�, ,,,�"',,,,,''�,.1- �Q�',',',��',� ,�,, I ,,��,,t, ��,, , _11", � _ li, w' �Ii,, _� ", I � I I I 1 ,4,�� - I .1. - ��11 - I 1� 11�"�,1 I , �, ,�1_ 11 �,,, " _ I 1111�, ,�?,� N� ", "I'll", I 1� I I ,lzlt," ,,,, z p,,%'-,,� �, 3� �I" I, , 11P 2, 1 11,.,���", -, 1 � � �&I Pflll!a_1�11` 1111 �� '1`_1'_1',,,I � 11, , ,- , I ", Y I I , - �--&z" "',�, '�-" 11 I'll " I I I'll ,��'' , ,,, � .... .... �--,-,w"",,,,,, 11111�1� ,��,"�,�,'��Ill",",It",""-- I.........�........ ->�--g, "I'M"IR ,,,,, I , I ,11 11��,�� f � , _ - __a�,n-�i , " 1� IN "I ,h,,� " " , "" I 10', , � � I 111, I I ,� 11, "'"I", � ,:� I` 1,�, Z ,i"l_1 - I �, , _11B li, I I �, 'I,S", I ,1��,��,,',�", , I I �,�,,�,/,,,�":;"`,,� IN, - "`� I , , , � ""V'':1 ,�,�11",�, � I ., "" , ,�,� I I I"�,�"�", 1,I I , ,I'l,"�,11 1,, I �1111 - I'll "', I 11 . �%, -91 I 1`_ - - --------------- 'e I , - �1, ; I =I I � " ... �1�1 ,i,�� !W 1� in" -1", , -, , ,, , 11 -__� -_ I I�, ",,,�q1i ,,,,,,,,�� __.1�'11"1""111" 1, 1'" ,�"1'11 '_-I F I ,�,_� �'�� .�1'11, � �" � I 11, I ,� I i,I I ��"",� ,� ,�I j '�,;,,, ,g�, , J � ,� 11 ", . I I", ��'111,�-- , , ,, -I" I'll 1'111`,�6 a I " � , 11 ",, , 11111�1-�,,_-,,T, � , I ,_� W 4 � " , � , �, rTaw, , : �` ��",',-�,�,,�',�,�,,,;,"""�'��IzzI 11 � , �04 1 � , ,�"," -� "I " "I " - I "" " ` I , ��,�`,`W I .W.'M, I I : ,"�,,�, 11�T�1'1,0 I , ,, , , � , '-" n� , , CONS rRuCTION NOTES � ", ,q ,,'f'I— I i "I'll", " -,`"', rp!�,a , �"I i I ", "", "" 11 I � , I� �; I I I" ": I'll i I Re���" "I_F11 "I I "" 'If,",1 '� _klill_11�1_1,:�,, , �-,,,,,�-"', _ , " � ", """ , I �, _11��I " , , " � I, I I 1 � , 11 f,019��"� �� ,,, , , , , 4"'' ' , , .......,�, I�I ,�'. ,,, :1 , I � � I � " I I ''I I I I I I I , I "%,"", I 11 �,� '' � I � I 11 I �,� ,�_ I de , , , , , I 11 11W I ,,, ","", , ," I ! 1.All footings shall rest on undistrubed soil ate minimum of 36"beow gra , I 1�, "', U"! , `�,C,0,Wl "Az,z""'m� "o",,4", � �� t&........ ,,,,, ,,_�,_,g 111,�,� �� , w -1 91,11", - ,, - " "',z,q I'll, ___-.........____ I q ftk _,�I I 4, �,11,11, "', , 11 I "', 01 � I � , " , , ,,, q" __ �i _11, , �, I I I 1 2.Poured concrete shall have a minimum PSI of 2800 at 28 days unless noted, � It", , ��,,V',',�,",,b i�,,%�, .,x I n I I ��K"", I ,;",I��'� 1'11'11[� Z "�� I I I � ," � I , '' "A""', "',', , � 1 3.Pilings shall be installed to a depth bearing agreed upon by an engineer. fi,R't�,�,�,`,3�,`X,,,! �"11,41 , I, -... - I � , , I ri , ""', ___1 1� ,, I I I I I V c "� -� ,�""""��, I , I � I I " ,,,,, I ,-, I ,,_� , I I �; �,�, ,�"'�,v,,�,, g ,"' I,� I �...I ��,,,I'll.� - 11 , , , � 4.Foundation designed for a soil bearing capacity of 2 TSF and grade less "", ,,"�,I I " I : ", ,,,,�zK , 1, I ""M -- " A 1P, ,. ", ""' ill 1, I I I - I "iff" ", """,,,44 � - :, I " 1-1t, ,, �� I � _ i , 11R18R,,,,,,,,,� ,,,� _ " �,�...... "I 4 � ,,�, I I,,, , , ,_, I",- ,,,, -- "I'll T �� , "I _ 1, - I 1111,�, ,", , 1-1-- � �,`, , than 5%.All fill beneath concrete stabs to be compacted to 95%relative density, � � ,,"i " ",""I __,, "I'll, I I I 1-1----�___.___1111 1_1_--------"---,- , � T � � ��,� "",,z ","'�, � 11 . " I I 11-111111 �_L,,��,�"",���,,�,z�,���,,��,�,,�,��,r�,,;, 11.111". "I" _11'1_�� '"'W�,��,,�,��,I.... I ", :1� I � - ,� I 11-I-- --- I �, , , '�-,� i -......�' ,,`��' ��I'll�,�"I'll'���,�,,��"I'�C,,7�",�',,'�N�......lv',,',,��i""",�,"',�' , kl,`,�111111'," 11 � I 1,',',,�,`�',,,' 5-Do not back ill against foundation walls until after floor system is insta , , 6.Sill plates shall be treated wood,installed above 16 oz,copper termite shield. � , , ,, '1111111 -R-F ,", $'9,I, � g % , , , �Ir_', ,, , ,f;R� I "�,,,��',',', , 1�1,� I, t- V I�` I'll, I I 1� � , , , S, ,�'A* �' , �� &-� -,�,�"',�q 11MI'MM" 1, , I -I �I 111111111�I"-'1�1 M,Rp'l , , I "I'll- K"',',I" " i� ��,,IFNII_, "I'll I 1- I I 11 'U "'u, I , i i "I, I�j�.','�'����, `410N IR11, , ", � 7,Unless otherwise noted,all framing and structural wood components shall I'll �, � I ,� , %'_,,,- , I , , . I , , I � -,-" "-," , I 11 �R,'111�R'111� ,�,�,'�; ,, -�-,', i' I i� I I I "I M2-,;_,,.,, ,,,,,-,,,��,,,,-", :,,,,,- "I'l_� "'; ,� 1, "4 "'1211,11,1_1,I I I , I ,- "Ill !14 R t _ _, � , I �,��P;`,�,5`1 4,',�,,,, ,,,`,,'�"",� � � ,,, �, � ,�,I g�', ,,,,��,�k��J�,,- "'F_, _ ,�,,,,,,�',4,,'�,,�,�,�-,�,��,',� "n , I I � , �,,,�,,� be#2 structural grade Douglas Fir or bettor. � , I,,,� I ''I xle ,,,���,',��,'.,,,""�,�"""--.,,,�,�.�,,,� I 1 � 11 1"!"'1,7, i �� 1�,,7�11 " ", ���444&1' 13 I I ", ,�,Q .I 1 &All framing techniques and methods shall be as prescriptive design based on I I I 1� ; I I " ,,�,,,,'��,,,,,,",,�,; �f'',11'�"&111111TA _� I '' , ", "_ h�,;,F�, ,'_,��',",'�, , I " , a,,V,,,,,,","I I I , ,"', , ,,""',I 11","I , " " ;K,i�� , �',,,,'�,', ,,, AF&P Wood Frame Construction Manual for One and Two Family Dwellings I . ---- ", I , ,,, , ,,,,, "'_',',� - � :�-,,,,,,,"-,,�,ik� " �,,,�,*"� 0-1,�,,z11,11 11 I 111'� � ,,'-�g � I I I , � , ���,,,"i, ,,,, , , " - �,,�z 1, 1��, ,�j'�', '�R'1111 11 I I 11`�111111 �,,",11--, ", - , 1.,�I�� ,�,�,�1, m 1'il� 0,i�,,�,,,'_ill 1, _ A 11'�, "I ,,,, " I� 0 � ��?,"", ,,,,,,,,,, ,�_11'1� � " I R 'ill ',� I , , , , '1� , ,",�R�_o,�`a (WFCM)or as specified in R 301.2�I�1. ','13�',,,1,"I, 11 11 11 ,,,, -A � �, % -- I �11p I , 1"'N "I�,""M , ,4, � �I", i "I"I"",I I":"',1�1;��, '11'��I , "', - � 1 'M 9,All building envelope components shall comply with Chapter 6 of the Energy , ,, �� " M �� � �,,,,;�����,,�,��,',,,,,�,�,,;,�,,,,'��?I I I'� I, , I :� -��,",,","" �,'�,,,��,,',�,,,,"�,�,,��,,�,� , 11 , " , " i"iv N�,�, ,,, r,,�,1,� �,��,,��,�,,�, 1, � �, "" -,", , � I I—,11 11 ,�, � � I " - , ,���,,�� , , �, I 111 " , , I I I I'�, -,�,�,,",�"'�,,��",�,� I A , "��4-...... " I I I I ",,,� ,.14 "I I I Conservation Code of the State of New York, i , , '- I �� , �` ,�, �',, ,�11 "i, , ,i , , I ,, , _i,,�,� ,, � ",1 11 �, - - -� "', , 10, , ,�,�,4�i ", , "�,� 11'��',�"� �j�"""�_���,,,�"" "M"S " � '�?',',�.;, - I ,__, ,�", 'i,,�", , ", 11 -1 I � , ",,� - ,, " R,� �,,,,,�?,�',�.] � ". ,, , , " 11 """',"�',", I � i _,"'' ,�,,�� ,�,, �I�,�,Mle 111-��'�,r,' ,, , -, , I ,, I 10,FireblockIng shall be provided in all wood frame construction in accordance � ,_f�', , 111 "", , " I , I , ,I � � I ��" �""�'� ,�",'' ,__�,��'�,, *� ��',��",',� with NYS Code R 602.8 to form an effective fire barrier at all level penetrations. ���,' , I" 2",��, " �1, ��J, I'll ,,,�� I", �, ��'�`,,� ""� , , --", , I I I ,,',',, " , � I ,A I'll I " , 111'r 1�1, � , 11 , , , , M,'U""I "","", , I I I'Z' I I I ,, �,�" � ", I-�,,,'-'"I I ,,� ,k,��`,,,',',-�,,�',,,,,,,",,, ,""',,,,,, , I I � I'll I , , , �,_- ,,,�",,'��, ",I �:�� "" ""', , ��S:����� , , ,_�� ,� , I " ,,,,,, � I ", I 1 I , " " ,,, , 1 1.Protective panels shall be provided for glazed openings in accordance with � I , ��,�, I- _...... �, _, "",, I "I " , 11",, , I I I I " A ",�,�', ,�-.I,--............'J", 11, , , I I _1� ,�, .1" ", � , 'I I , I �` �, B I V"`,�i-, NY Code R 301.2,11 if they are required, , I , ", , � � ,�,,,'�,,�,,Jll�,�,,�,� 1 12.Provide flashing at all roof breaks,exterior doors,windows,skylights,etc. I I , ,,,, , , " 1�i.....In",,�',",!,,'o, �� �4�",i, 11� , �,,,,, , 1�" I "I I "' IWINM ,��, 1. I ,� I I 1�"�11 I I 1,1�,',-",,,,�"g,"k",, 13.All window and exterior door headers to be(2)2x8 unless noted otherwise- , �','W,,�_��& ��,,�" 11,� I ,, "', 11 1, I 1, F"��,,��, ""'"' , �,&,% , 0""',, ""'x , , , I 11: ��," NP ",�,Ifl�, � _M �",>,- 11`���, I I 0,I 'W"It", ,,,,�-,';,� i 0,V -1 ""' � " ,,,"Ill � ��,g.,4,�...... , I I" I I w,-�, - , ,,, ,�, " 14,AM headers 6 ft.in length and over to be supported by double Jack studs;all � ," , "',,"- �,::��,,','4M�g�,�--� � ��� I I"I- I z ,, "t", W,"p", �"4�,"" pl%Wn, �.'g��' �11 I 1�` , , "e�p,g�"� I I Mp� ",,"016 ,,� I � I � I*��, g,�,",� 1 1 1 1 - s t �� I I I I I ti'NA-1 �_, , , headers 9 ft.in length and over to be supported by triple jack stud , � "�",, I , "';- ,",1%, ,"K �'��'j,A,ff,"R,h% � , I I - ,�,,,��o�&),jt�, , , , , I I I I 31,� i3,;�,4, ��", I M, ",,��,",�,,,,,�"",', ",4'1,R1%,,,, I I I '' I I 11 11 -,_'R��,K',!', � R" ,'g�" I �', � `�, , �,I""',"`�dff ",,_ iy'F I "I ,;��, , ,z �'' I �,;',',-,'n1Ri� 15.Unless otherwise noted,provide double headers and trimmers at all stair and Z � , , " , ` � "" 1��,� - ,",111�R\ I ,�,�11`,'�;�_ ,'"' 11 ,�,"', ,�, � 11 "' � , ,',�, ft�,61N _��, ''" , 11 11,11,11,111, ", , , 1�,,',,,�,,Kl , ,, ��,''��,i,,,,l ""i"'NIN"�,il�__ 11IR1,09112t, 111-l"E" 1, 't I floor openings,posts and parallel partitions. I I I " ;�, "�, : , I '�,�%, ���,,�, �,�,_,Wilm,,,,�', �, ,q,e�,,VPI "R ,,,�", 4�,,,�,,`17, *t , I ,� " " ", ,, ', F ,","Im, I 00�_�i��"�, _,,�,, _ " _181,t2 ::0 , , �� , ,,�',�, , ,�,?,�,� 1'� ,_A,"� I ,� �� , ,,, 1"�', 1 16�All interior wall partitions to be typicaE 2x4 @ 16"O.C_with standard GWB; �", -,,":,�"�,�,"',,, 1� "'1���,�,I ,�"', , "' , I 1 ,,"_,�T�PE ,,',,� ','f, , �1� ,,Nz �t,� �,, ��,�� ,� ,,,""" , "_,�,�V,,,, .""i,,� ,� ',�,", � ," �" � , "', ", , , ,�,��$,,`�'�:,, , ,,N,>,, ",,, �,,,,�`11'�-, �11'111'14'111�1'1?1'11, '11�111"11�1�1 1111'1�' � �,, �, 1111��11 '�'',"��,�q"'; �', I or2x6 @ 16"O,C.with standard GWB for plumbing walls,as drawn, � , A I ,�� 1,- �:',��' , Zi-',"`,,��,,�`,� 11'141111'61;kO,li 11,1 5,41,m I 11 1, � , , - , "I IT All portions of the new structure are designed to comply with local geographic 11, ,��,,1,�,-ft'�k -,,,,,, I ��� 11 �,��,-,,,,,,,,, I","i" � I � I I ,�1�1�e,�,, 11', M ,,,,,"�, �,� , "'i, , � � � I . , I'll � I I ,� and climate criteria as specified in the table below, I I I 1, 11,"" I D ; I � 11 I V,,,,, � :��'t" I I a , I I ''I � 11�1 I n ,� , " Z ,% , z I �, I I I I , � �_:, I i t � , - , I I 14 I " , �,11" z I , � : ,�", I "'111,1111 __ --- _____ I I 04 P,__-�11,I ,,,,� �" """" I I I I I �', ... 1��, ',4 � �,'�'��, ���11 I 11 I , �,1� I,� I I I'll", -1 I--------_______ , "" � I '. I i I " � , " I ,",&1- , I '' , 0 1 : I 1, - I I I "I �� - , ..-EQGRAPHIC AND � I - "I'll,�kl , i 111 iii ,� 111� I— 1,- -1 r%N I � .,CLIMATJE DESIGN CRITERIA , i � _1% I ,�Ma I ", 4660 DEEP HOLE DRIVE - EXISTING REAR Y, .ARD (AS I I- 1 , 0 01 . I 11 ', ��,��,',"--',',,'�-��,�-,�-�,��ll"�,,�"IT,�"4"�, ":"-","�1,1�,,�"I-T�117�7;ov��%,W�'I �/ : � ,�'S I 111 IS ill 11 M, I `,��,,,,,,�, I I I M, --,�, �,�;,')''w, q GROUND SNOW LOAD 20 PSI , 11 ....... �I I1�1'1, � " j"4,r""J" "'�"�,_�' -, I �t' : �'§,,,�"'��'t" ,", is 1`110', . �, , � c, �,&"kq J, X? , NVI§", ,� : �g"j,""i,,�',..........�,r,�,�,,,.n��-j'�, 11 ,�,,,�,' : , " '_',V " `" Scale: NTS WIND SPEED 140 MPH z I I I �,,,,,,,,A,,,�Nlr,� ��',] ��,4'�,,,�,,�,,���,,,,���,�,,',,",I ,,,,�"�MWW SEISMIC DESIGN CATEGORY 8 � WEATHERING SEVERE � z I FROST LINE DEPTH 36" z � � NE TERMITE THREAT MODERATE TO HEAVY : DECAY SLIGHT TO MODERATE � I WINTER DESIGN TEMP. 15 IT- FLOOD HAZARD AS NOTED � * '_ * [-,-----",-----------,--�---�,--��,,�,--",-,-,-,"---,-"------- �::: Q:: 0 4660 DEEP HOLE DRIVE - ORIGHNIAL PLAINIFILED 8/9/22- 01 4 Scale: NTS A A 77 06 r- ------,-------�,---�----"----�-----,--,-- I I � 10 I I I I � I x � yl id '� ,, , 1," ,i I 4.e-- _�_ r' '.11" - I n ho"me , - ,,, , _ " , � , , " ", I i1i"111 � �' �' I � i 11 11 11 11 ` i11 � 11 I � 1� " " ` `� " I " , - � � 1" M , , - i L � I ` 11 11 , �, , . A- 1 00 ; 0 A I I COVER P/_%GE I I � . I � z I I i I � z L___,___._ --.-- 11 4660 DEEP HOLE DRIVE MATTITUCK, NY 11952 SCTM# 1000-115.-17-2.1 (2) 1 3/4"X 7 1/4" LVL HEADER north fork modern home design•draft•build " ==A -_- =- 31-876-5319 5'- 1/2" 6nofomohoxom huck hirsch EXISTING BATHROOM 51-O" __. _ ... DEMO EXISTING EXISTING STAIRWELL WALLS BEDROOM 1 :. CONTACT INFORMATION 0 w , ,. - 2X8 FLOOR JOISTS @ 12" O.C. ^ �k,:rv•` " �-' � KRISTEN COMPARETTO,OWNER (631)680-8620 , } TECO TO EXISTING SLAB FRAMING ,, " { NORTH FORK MODERN HOME,DESIGNER (631)876-5319 k I 3/4"AdvanTech SUBFLOOR ; LOU SCHWARTZ,ENGINEER (631)839-4824 MATCH EXISTING HARDWOOD - '� * , BUILDER/CONTRACTOR TBD 1 ° DRAFTED:?/3/24 REVISED: Vd. a,x „t VDEN 3'-7 1/4° REVISED:8/5124 REVISED: REVISED: PROPOSEDGREAT ROOM3�_6�� TYPICL INT. 36" HALF WALL2X4 STUDS @ 16" O CARTIITION WALLI EXI TIN P S KEY EXISTING BEDROOM <r ------- L _ DEMO WALL 1X6 LEDGE CAP _ � � -------- t. � EXISTING BEDROOM NEW WALL 3'-11 1/4" NEW HEADERS, GIRDERS,BEAMS t M OWINDOW/DOOR TAG SMOKE/CO DETECTOR 4660 ti 6 DEEP HOLE DRIVE PROPOSED 1 T FLOOR Scale: 1/4" = 1'-0" I NEW DOOR SCHEDULE ------------------ O Andersen R O 62 1/4"w x 82 1/2"h AEOD5068 U-FACTOR:0.33 SHGC:0.22 frenchwood outswing MasterPiece R.O. 72"w x 80"h LE DRIVE - AMENDED SECTION © G6068L00201 U-FACTOR:0.26 SHGC:0.18 5A 4660 DEEPHOLE 1 : 1/4 0 gliding patio door Scale: NOTES EXISTING ROOF TRUSSES @ 24"O.C.THROUGHOUT 1ST FLOOR CLEAR SPAN.EXISTING PARTITION WALLS,NON-LOAD-BEARING. 9'-4" EXISTING WINDOW TYPICAL INT. WALL (2) 1 3/4"X 7 1/4" LVL HEADER 2X6 STUDS @ 16" O.C. EXISTING WINDOW 1/2" GWB BOTH SIDES Q � co II II II II II 18'-6" EXISTING W/D HOOKUPS 1 II II 1I II II °As BUILT" II II II II II EXISTING WINDOW _ BA�THRooM II II II II 1I 6'-0" �q - PROPOSED (2)2X6 HEADER II II I N � ill � LAUNDRY ROOM II I I I 1 ALL INT. DOORS II I II I II PROPOSED III II II II II II ' SITTING ROOM T- N /T- - TYPICAL INT. BASEMENT WALL I II II 2X4 STUDS @ 16" O.C. TYPICAL INT. BASEMENT WALL R-13 INSULATION II 1I Il II II 2X4 STUDS @ 16" O.C. 1/2" GWB INSIDE ONLY EXISTING (3)2X8 GIRDER 41-0�� EXISTING TYPICAL INT. WALL III1PROPOSED - II I I II R-13 INSULATION BOILER ROOM 2X4 STUDS @ 16" O.C. - IIII UTILITY co 1/2" GWB INSIDE ONLY ® 1/2" GWB BOTH SIDES 00 IIII CLOSET II II II II II M II II I EXISTING (3;2X8 GIRDER `n II II II II ABOVE NOSING SLOPE II II III II II 11 II 1 OPEN DOORWAY RELOCATE EXISTING BASEMENT STAIRS 11 11 ft--li II 11 II EXISTING 3 1/2" DIAM. TYPICAL 2-STRINGER CONSTRUCTION I ) II LALLY COLUMN ifl 36"WIDE WITH 12 RISERS @ 8" RISER HEIGHT II II III II EXISTING WINDOW _ ti 9"TREAD WITH 1" NOSING/RISER OFFSET j` II II II I -0 PROPOSED HEADROOM NOT LESS THAN 80" I II I w o TYPICAL INT. WALL PLAYROOM I I II I 2X6 STUDS @ 16" O.C. BOX EXISTING POST/GIRDERS II I II 4"TH. P.C. SLAB 1/2" GWB BOTH SIDES I I III 6 MIL PLASTIC VAPOR BARRIER 36"X 36" BOTTOM LANDING I I II STAIRS FRAMING DETAIL ON COMPACTED FILL 8"ABOVE BASEMENT FLOOR - _� — I (2)2X8 FLOOR JOISTS C%j 39'-4" ' II II III II II II (TECoas NEEDED) AUG 2024 II II "' 3'-0" N II II III jj jj II ]BURRING nrrr. • 4660 DEEP HOLE DRIVE - AMENDED FINISHED BASEMENT Scale: 1/4" = 1'-0" NE 0 � W 77006 ��� SSIONP� A- 1 01 PLANS s r 4660 DEEP HOLE DRIVE F MATTITUCK, NY 11952 2x8 LEDGER i 1/2" LAGS @ 16" O.G. STAGGERED SCTM# 1000-115.-17-2.1 TECO JOISTS e '�" �.... � t -.. ........... ...... .. ..... R i__.,.��,..'.ry.^..µ......:�.,... ohs... I...�-.,,-. .,.. ....... _.,... -.. .... + € e , 1 F �' C - l mQer4me .C.� �I .., � _ t 0 _. -. � _r j ��0 k I € s r'' I „ -.,, -s de draft-build ._ , •;: i: , , d. s � , ::., ; �' , 333 ::: ,. a d I l— r `;1 ,� 5 ': .t 1p'V , i � �631 _ -876-631" t. , •. 1, , ! F 9 a :, + + x F F t F E � c�� ca ,. a £ , ,. � nofomt;ho.can1 huck hlrch f11 .: :,�, ,'. :'e:�•.' 1� ..r;. .r,.... ..., .,.I � � ; y � I , ---� .:h:'::, .•3 s ,.: � .. � �, ., rR I ' i 1 i € i s � I ',{i � � I �'. 1 , { 3 , i �i P AR 91 , t CONTACT INFORMATION +. a. r � 2 2x6 GIRDER 1 a, _. � \ KRI TEN COMPARETT O OWNER (6 ) C 1. : -531�(631}8T6NORTH FORK MODERN HOME, DESIGNER Rf #_ 7/8LOU SCHWARTZ,ENGINEER (631)839-4824 BUILIDER/CONTRACTOR TSD (',2)2x12 GIRDER 24 CANTILEVER D (AILL UPPER DECK) y (ALL GIRDERS, BOTH ENDS) = IDRAFTED 7/3124 REVISED: REVISED: REVISED: �✓ (REVISED: REVISED: € i x�- 4 r 12rRP a 4 1/ 2x8 DECK JOISTS 16"O.C, — 1X6 TIMBER TECH BOARDS NOTES _ (1/4r" SPACING) - (2)2x10 GIRDER 3� SET DECK BENCHMARK 2-3"BELOW FRENCH DOORS SADDLE. C - F 2x10 GIZr)RDER 4RR LO R +)ryVLJ DEEP HALE DRIVE. PRP'l.,J+..7ED DECK ( ) C�a DE1 _�%- .... ; +�--._._._._�, _._ ,.. ..... -•. ;; #- 1 _.��_,.___... ...-.. ALL ONsTUBES TOP ELEVATION AT GRADE.TODETERMINE AF I _ /R R If , // Scale: 1/8" 1 -9 H----'` ; Ei HTs,FOR ALL xs POSTS SUBTRACT JOIST t GIRDER HEIGHTS r - € FROM OVERALL HEIGHT(TOP OF SONOTUSE TO BENCHMARK). r - MID-SPAN DECK JOIST BLOCKING AS NEEDED, (2)2x12 GIRDER - ry 71_411 (2) 2x8 DECK JOISTS ALL DECK JOISTS @ 16"O.C, (OR LESS IN A FEW PLACES TO BE F OVERALL SPAN TO GET 291— n TECO AS NEEDED DETERMINED SPACING SUBDIVISION O OF JOISTS END EN D ND WITHIN ANY GROUP, ,F (ALL SIDES, HOT TUB OPENING) EXISTING WATER LINE (NEW SHOWERHEAD/FAUCET) F » 17°-4" + , NEW 4"TH. P.C. SLAB 4660 DEEP HOLE DRIVE — PROPOSED DECK PLAID 6x6 10/10 WELDED WIRE MESH Scale. 1/4" 1"-0RR ON COMPACTED FILL (PERIMETER 6" > HOT TUB,ALL SINES) I� s; 4X4 POST, 12" DIAM. SONOTUBE MIDI. 36" BELOW GRADE ; (.Milli 1' I PROPOSED HOT TUB DETAIL 10 Scale. 1/4" V-0" y�� GRADER F 42"X42" DRAINAGE PIT » MIN. 36" BELOW GRADE r STANDARD 36" RAILINGS LANDSCAPE FABRIC LINED �� ( ;. �'' `, (STYLE TI3D,ALL SINES) (GRAVEL. FILL. WOOD PLANKS) 0 „ 1 TECH A X6 TIMBER EC BOARDS DECORATIVE SLATS,AS SCREEN (1/4"R SPACING) (TOP OF FLOOR TO TOP OF FLOOR) L, p - I:. - 1X6 TIMBER TECH BO ARDS STANDARD 36 RAILINGS II.,. 1!4 P aF. S ACING R DETAIL , ` £ , . . ; . . �: ( ) PROPOSED DUTC�t�C� SHOWER E � , . 4: . � � I. pal; p.., S 1_ R (STYLE TD.ALL SIDES) , cale. 1 d2" 1 0RR , •, TYPICAL DECK STAIRS CONSTRUCTION 3 RISERS tip:+ 8", 2 TREADS @ 11 114" TRENCH FOOTING @ GRADE RAILINGS 0"ABOVE GRADE) 1x8 BOX SKIRT TECO STRINGER TO DOUBLE RIM JOISTS (ALL SIDES) s � 1x8 BOX SKIRT ,a , a (ALL SIDES) 1x8 BOX SKIRT ALL SIDES) TYPICAL 2X8 RIM JOIST , , n I� , .I r.. I IM s r Elf 4. r Rf i V. R, `r k'. u I .I 4 2X4 STUDS 16 O,C, ( ) TYPICAL DECK CONSTRUCTION I �. A STAGGERED T RIM JOIST ' � '' q, ,,; 1 �_ TYPICAL 1/2 LAGS S GE O O �, � Y (CAL DECK'STAIRS CONSTRUCTION , F���;� 24x24 FOOTING WITH 12 DIA . SOI�IOTL�BE £, ;r „•, ,, 5 STRINGERS C 12' O.C. MIN. 36 BELOW GRADE, 6x6 POSTS ; , ,� 8 RISERS 8 , 7 TREADS 11 1r4"° ADDITIONAL 2X12 DECK JOIST (UNDER 2X8 AS STRINGER MOUNTING PLATE) by STANDARD 36" RAILINGS BOTH SINES 1/2" LAGS STAGGERED TO(4)2X4 STUDS £ I TYPICAL DECK STAIRS CONSTRUCTIONNE 3 RISERS @ 8", 2 TREADS @ 11 1J4" TRENCH FOOTING GRADE 9 STRINGER BOTTOMS SIT ON LOWER DECK ® I (NO RAILINGS < 3I ABOVE GRADE) 77006 essi12 PROPOSED DECK STAIRS DETAIL 4660 DEEP HOLE DRIVE — PROPOSED DECK STRUCTURE { ,kale. 1/2" 1-0" Scale: 1/4" = 1 R-ORd A- 1 02 REAR YARD DECK .............. 4660 DEEP HOLE DRIVE MATTITUCK, NY 11952 Nall Sizes Joint Description (common nails L.I.O.N.) Nail Spacing SCTM# 1000-115.-17-2.1 GIRDER AS SPECIFIED ROOF FRAMING Rafter to Top Plate(Toe-nailed) 3-8d per rafter BLOCKING PER Ceiling Joist to Top Plate(Toe-nailed) 3-8d per joist • MANUFACTURES SPEC, Ceiling Joist to Parallel Rafter(Face-nailed) 3-16d each lap Ceiling Joist Laps over Partitions(Face-nailed) JOIST AS SPECIFIED 4-16d each lap (1)CS 18 Collar Tie to Rafter(Face-nailed) 2-8d per tie STRAP METAL PER STUD METAL HANGER PER Blocking to Rafter(Toe-nailed) 2-8d each end w/(8)8D COMMON MANUFACTURES SPEC. Rim Board to Rafter(End-nailed) 2-16d each end NAILS PER END north fork modern home WALL FRAMING • .S (1)CS 18 METAL STRAP design•draft-build Top Plate to Top Plate(Face-nailed) 2- 16d 1 per foot PER STUD w/(8)8D Typical Joist Hanger Top Plates at Intersections(Face-nailed) 4- 16d joints-each side COMMON NAILS PER 112" Not To Scale Stud to Stud(Face-nailed) 2- 16d 24"o.c. END LENGTH 631-876-5319 Header to Header(Face-nailed) 16d 116"o.c.along edges ANCHOR BOLTS nofomoho.conn husk hirsch Top or gottorn Plate to Stud (End-nailed) 2- 16d per 2x4 stud RAFTER 2- 16d per 2x6 stud [L (1)SIMPSON H2A STRAP PER 2= 16d per 2x8 stud RAFTER wf(112)8d COMMON NAILS 11 Bottom Plate to Floor Joist,Ba ndjoist,Endjolst or Blocking 2- 16d ,2 per foot MASONRY WALL • WALL PLATEr-40 (Face-nailed) CONTACT INFORMATION STUD WALL FLOOR FRAMING Joist to Sill ,Top Plate or Girder(Toe-nailed) 4-6d per Joist KRISTEN COMPARETTO.OWNER (631)680-8620 Bridging to Joist(Toe-nailed) 2-8d each end NORTH FORK MODERN HOME,DESIGNER (631)876-5319 Blocking to Joist(Toe-nailed) 2-Eld each end LOU SCHWARTZ,ENGINEER (631)839-4824 2 Rafter/Plate/Stud Connection Blocking to Sill or Top Plate(Toe-nailed) 3- 16d each block BUILDERICONTRACTOR TBD Not To Scale Ledger Strip to Beam(Face-nAlled) 3-16d each joist First Floor & Sill Anchors Joist on Ledger to Beam(Toe-nailed) 3-8d per joist ANCHOR BOLT DRAFTED:713124 REVISED: Not To Scale REVISED: REVISED: Band Joist to Joist(End-nailed) 3- 16d per joist 4'O.C. (TYPICAL) REVISED: REVISED, Band Joist to Sill or Top Plate(Toe-nailed) 2- 16d 1 per toot 12"FROM CORNER 3 ROOF SHEATHING WALL STUD Structural Panels 8d SEE NAILING SCHEDULE • Diagonal Board Sheathing NOTES 1"x 6"or 1"x 8" 2-8d per support FLOOR JOIST I"x 10"or wider 3-8d per support CEILING SHEATHING Header & Post Tie Downs 7 - I Not To Scale 2 1 1 2 2 1 2 Gypsum Wallboard 5d 7"edge 10"field WALL STUD WALL SHEATHING Structural Panels 8d (see table 3.9) (1)CS 18 METAL Fiberboard Panels STRAP PER STUD wl(8)8D C0MMON 7116" 6d 3"edge/6"field Fi-e Resistance 3 2 3 3 2 3 NAILS PER END 25132" 8d 3"edge/6"field r,q r4 i II- a Z c°r,:I f_:I a P3'-yVlI 8,1 jQ to 1 legrces Gypsum Wallboard 5d 7"edge/10"field Hardboard 8d (see table 3.9) !Irlterjof Willi f Stud Straps @ Second Floor Box Particleboard Panels 8d (see table 3.9) 3 Not To Scale Diagonal Board Sheathing 3 2 2 1"x 6"or 1"x 8" 2-8d per support 11"x 1 Wor wider 3-8d per support FLOOR SHEATHING It I-Ii I LRI A L.14 TVOL Structural Panels 14;V-YPA Gypwm selya CARRIAGE BOLTS 1"or less 8d 6"edge/12"field %IhJvd;5!U#&(16"ox) 2C- 2 2 (2)2X GIRDER greater than I" 10d 6"edge/6"field 70 Ra'Ing PIC Diagonal Board Sheathing 1*x 6"or 1"x 8" 2-8d per support WOOD FPOST I"x 10"or wider 3-8d per support 750 1 ,Z — b.As i�,smb� POST ANCHOR I Nailing requirements are based on wall sheathing nailed 6*on-center at the panel edge. If wall sheathing is DTT1 3 2 2 3 nailed 3"on-center at the panel edge to obtain higher shear capacities ,nailing requirements for structural 1 - HoI.)wn C*In members shall be doubled,or alternate connectors,such as shear plates ,shall be used to maintain the load ........ In Dath 2 when wall sheathing is continuous over connected members ,the tabulated number of nails shall be CONCRETE PIER permitted to be reduced to 1 -16d nail per foot. P=.E EQ!2F— w t,`,t�,ro, C, Zone I Zome2 Zone 3 Deck Railing/Post Anchor 4 4*O�C 3*0 C. Not To Scale OC Ph-,m, of Wnll l'o Pct D04-2 T EDGE C."O C I COC, TOC. At YA I Dom"of D�k JcA-,t CS18 METAL t STRAPS q h,�-tNvn. X_L.1�2*EXTERIOP PLvOiO00�`iALL StIFATlI TO BE SECLIPEO 1�.'ITH LOD ZAPS wl(8)8D GOMMON NAILS FLOORS COWOON NAILS-2',T'X 1C Vr GA_PAt*�PNAS IND!CA-E0ASCVE PER 12"END FOR AIDD�',ONA'_S-PUCTURA-NAILINO REQU'PE1.15 NITS FSPER 70 'FASTEN"SC SCHEDULE FOB STRUC-URAL%E*00-E_RS'-NEVVYORK STA E 0"Y'lz 1c, BLOCKING ST4<a^;R¢A`TENCRS RIDGE BEAM Simplified Roof Sheathing LnLlnq Schedule S.S'WIN FQF1 7 x el *011'TMICE SfiAU V57 PFRIvIrTTED TO 0 0 0 9 I 61F WN,FOP,2 X 10 M.REDUCED TO 4,,Ir IF LAG SCPEWS Not To Scale 0 0 Orf 2 X 12 ARE US*,:,)OR DOLT SrV'V73 IS REDUCED TO THAT G? LA G SCJ<W:� TOATTACH2XBLED7-ER�*70.'Xg • BAND JOI'TS, Rafter Straps LkO,S�-AIW Cq SIXT :IMIMI>I, 5 tvmccr, ' 4"VENT THRU ROOF , Not To Scale F�l�L 1 4 FICUSE A1,07,2A(J) WOOD BEAM PLACEMENT of LAG SCRIEWS AND MTS N LEDSERS L ROOF STEEL PLATE HALL BATHROOM STEEL COLUMN T_ KITCHEN I r I I LAV SINK I SHEATHINGI Wc DW INCITE: iZ TUB THIS Dc_TAILIS�,F`P1!S/-,VL5 1ST FLOOR I/ GFOP I 3"WASTE LINE WHEW:FLOOR JOiSTSARE FLASHING ' SLOPE: 114" PER FT STEEL COLUMN PAFV�LLEI TO DECK JOISTS� WA-i ER TirHTNIESS STEEL PLATE r APPPOVED JOIST HANGEPM OUTDOOR CONCRETE PIER L 2x LEDGER WITH FASTE9FIS LAUNDRY 2 x BATHROOM 4\ IN ACCORDAN017.Vill H TASLE R5077,2 A r7 L r -I,--HOLD-DOWN DWICE MIN 750 L .CAPACITY FLOOR.10!�-TS AT 4 LOC AT!O NS,E�VENILY DISTPICUTED LAV ALONG DqCK PNO ONE WITHIN 24'07EACH f END Or T1,F_-LEIDGER,fJaD-I)0A1'iN DEVICES 'J ' WASHER Wc SI0,11 Fill LY ENSNGE DECK JOIST PFP 1, D- Porch Beam/Column Anchor 110L DOWN kkkNUFACTURER. 6 BASEMENT svio SHOWER Not To Scale A FULLY THREADED%*014,417-TER LAG NE C.O. SCREW PREDRILLED W!MIN,3*PENETRATION TO,CENTER OF TOP PLATE,STUDS,OR HEADER, AINA ...CONNECT TO APPROVED SANITARY SYSTEM 4"WASTE LINE DRWELLGE FIGURE R4711(2) PLACEV!NT OF LAG SCREWS0ND rOLTS IN BAND JOtSTS ' SLOPE, 1/4" PER FT. 77006 A- 1 03 12 4660 DEEP HOLE DRIVE - PLUMBING RISER DIAGRAM Scale: 1/4" = 1'-1211" DIAGRAMS 4660 DEEP HOLE DRIVE MATTITUCK, NY 11952 SCTM# 1000-115.-17-2.1 IQ2020 CONTROL. SYSTEM: 230V/50 AMP SERIAL NUMBERS: GLW, FLR 2L1001 — CURRENT north fork modern home SYSTEM INDICATOR design•draft•build NOTE A: LED FUNCTIONS GREEN UM OK LED ON HIGH LIIMIT CIRCUIT IS O.K. LED OFF HIGH LUMIT CIRCUIT HAS SHUT DOWN THE SPA 631-876-531 9 RED HTR ON LED ON HEATER;SYSTEM ON PRESSURE SWITCH no omoho.com husk hirsch LED OFF HE ATEFR SYQ�� STEM OFF 5 V DC OPEN CONTROL LED ON CONTROL PANEL UNPLUGGED FROM CONTROL BOX OV DC CLOSED N RED NPLU LED OFF CONTRIOL BOX IS PLUGGED INTO CONTROL BOX H I-LIMIT THE MISTOR — 118' F/48°C MAX N NOTE 8: P-9, SERVICE JUMPER TO ACCESS SERVICE MODE ON CONTROL HEEAD PLACE A JUMPER ON PIN 4 AND PIN 5. SYSTEM INDICATOR LEDS, SEE NOTE A CONTACT INFORMATION 0 3 0 o CONTROL T—STAY i NORTH FORK MODERN HOME,DESIGNER (631)680 4 3 2 � pg THERMISTOR — 104° F/40° C KRISTEN COMPARETTO,OWNER (631)680-8620-5319 oNrROL PANEL CONNECTOR TMelFLR) LOU SCHWARTZ,ENGINEER (631)839-4824 10 PIN RIBBON LOU SBUILD HWART , CTORENGINEER TBD O ��11�� INTERCONNECT CABLE QQQQQQQQ�Q© , ® .o p DRAFTED:8/5/24 REVISED: w w REVISED: REVISED: Gontrols1i?'I�t I��Ctls -P-9, SERVICE JUMPER, SEE NOTE E'� 10 p M REVISED: REVISED: l RED STRIP FOR PIN 1 �`{fr(/��T�+�..e /w� /��y�+.i/�n approximate; measure y*� r �y your a� WHITE DOT FOR PIN 1 NOTE:V ! it Aft U-Ime slilt s are app oxi I[ate measir/r your spa E before making critical design or pathway decisions, A ® ® o ® oo O o0 0 RAIO SPA LIGHT SYSTEM NOTES O ORRE&Eg CND 11 o 22 O .. a owert - LrG � 1, CONTROL PANEL - FRONT VIEW HOTSPRINGS 2010 LIMELIGHT HOT TUB 0 0 ® ,. - JETUPIi POT CONTROLLER,LI H ? 5 - ° - - - SER AL:FLR2M3035 POINT OF LIGHT, SINGLE [,) GNG %0. 0 e-BB ���1 T PU P1 °t"E O O BORE O O kP USED OF LIGHT, D UBLORATIVE RINGS (Front view) O E BLK OF TLPOWER'11PPLy • .�. Ui 5VDC UTPT CO CD BLACK POINT OF LIGHT, 1RIPLE r � GRID WHITE WIR LIGHT BUS USED FOR WATERFALL LIGHT MGREEN �p M RED GREEN wHT JET PUMP E WIRING ILLUSTRATION 230 VAC, 40A, 60HIz = p # OZONATOR GLW, FLR 27°(68•6cm 2.0 HP 2 SP GREEN BLACK 6.9 Watts 0 _ _�Jr..- I _ NO FAULT HEATER 230VAC, 50 Amp E 4.OKW MAX 23OV/ 8.5 AMP High M BLACK WHITE .060 AMP 2-POLE ro 0 -- 14"(356cm 240VAC/17.0 +/— 1 AMP 2.8 AMP Low 115VAC CIRCUIT BREAKER L N u } DRAIN JET PUMP 2: NON GFCI) 8 AWG WHITE,NEUTRAL 2.0 HP 1 SP 10 AWG GREEN,GROUND L2 L1 HOT 12 AWG BLUE w 0 ELECTRICAL GR 20A L2 HOT 12 AWG RED 0 CUTOUT 230V/8.5AMP BLACK CIRC PUMP 50A B AWG BLUE, L1 ELECTRICAL 8 AWG RED, L2 L1,HOT, 10 AWG BLUE 0 CUTOUT GREEN M 1/50HP 115V 30A 12 HOT 10 AWG RED v 0.35 AMP �° WHITE MAIN SERVICE p p AIR VENTS 40 WATT ELECTRICAL � m PANEL LESS THAN 100 FT. f DO NOT BLOCK GROUND, 10 AWG GREEN' ® O p i° SUB—PANEL E WITH GFCI MORE THAN 5 FEET --------------- BREAKERS THE SUB—PANEL MUST BE CONTROL BOX WITHIN SIGHT OF THE SPA 84" (213.4cm) �0 f � t I 84" SPE.C"IFICA71015 HOT TUB koottom view) (213.4em) I I I 3 �C~ Vj 4z" , , I._ _.._. .-.. DOOR SIDE 7' 0" _- �7) ElLimeli ht /\/(��^�i Flei X 36t� 65 310 789 4,267 110 230v System, (Model FLR) 7 0 square 4,000 gallons Ibs. AUG ? 2924 g Ibs. Ibs. per 230 Volt, 50 amp Seats 5 2.13m 91 cm feet 1,173 358 1,935 square single phase GFCI Adults x litres kg. kg° foot protected circuit DUTIL INGUE T, 2.13m TSOUTROIT NE 0 77006 ��� FESSIONP� A- 1 0 4 HOT TUB SPECS AP, jou �. . AtJn Al -ow,!K .' - v ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 5 •iw 1 Lys- `�.- _ �'p,� � , rr4 io r eel N ^I v Mejia, Evelin From: Kris Comparetto <kriscomparetto@pmail.com> Sent: -Wednesday,�November 20, 2024 1:20 PM To: ve e]in.mejia ssoutholdtownny.gov; Mejia, Evelin Subject: [SPAM] - Fwd: Kristen-at 4660 Deep Hole - questions before inspection Hi Evelin-thank you for assisting me this morning on the call. Please forward this email to John. I look forward to my inspection on December 4th. Thank you, Kristen Comparetto ---------- Forwarded message --------- From: Kris Comparetto�<kriscomparetto@gmail.com> Date: Wed;Oct 30,2024 at 12:22 PM Subject: Kristen at 4660 Deep Hole - questions before inspection To: < o_ (a�southoldtownn.gov> Hello John - - I was given your business card with this email address when you were assigned as my inspector. I am Kristen�- Comparetto at 4660 Deep Hole Drive in Mattituck. I have been busy preparing for the first inspection of deck foundation and interior framing. Over the summer, the sonotube holes, the cement foundation and filled tubes were completed according to the plan. At the end of August, heavy rains compromised the walls of the sonotube holes and some dirt caved into some of the holes. As part of my documentation of each step, I took photos of each numbered tube's foundation after completion, which I am attaching. A few of the holes are still intact, but I was wonderfing if you would like me to clear the dirt out of the ones that caved in a little or do these photos suffice? I also have questions about the lower deck that surrounds the hottub. The dingo cleared piles of dirt under the upper deck pushing the dirt to create a higher ground surface for the lower deck. I would like to ask your advice for this lower deck's foundation in person when you come for the first inspection if possible. My blue prints are on file but I can send you a copy from the computer as well. Thank you very much and I look forward to the first inspection, which I will schedule when I hear back from you. Kristen Comparetto - _- 631-680-8620 1 q fA '� � � - �* 4. �;< .r, T,x, g �I�SE..d�' w 'Y A L �t .�� ����� � i `�. \� ,`\ � ` 4 `` a'.. -a • :J :y.• i ��� 4k-• 1 µ, ' F 1 f