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46714-Z
��O�oS�FFO( Town of Southold 4/22/2023 P.O.Box 1179 o �k� 53095 Main Rd Gy?jo� �ao� 5' Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44044 Date: 4/22/2023 THIS CERTIFIES that the building ALTERATION Location of Property: 160 Inlet View E,Mattituck SCTM#: 473889 Sec/Block/Lot: 100.-3-10.13 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/27/2021 pursuant to which Building Permit No. 46714 dated 8/20/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: finished basement within existing single family dwelling as applied for. The certificate is issued to Tarr,David&Kerry of the aforesaid building. J SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46714 4/12/2023 PLUMBERS CERTIFICATION DATED 2/22/2023 Chr' evinski riz gnature �1G TOWN OF SOUTHOLD �Su�Fn�,r moo BUILDING DEPARTMENT y TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46714 Date: 8/20/2021 Permission is hereby granted to: Tarr, David 67 Stuyvesant Ave Larchmont, NY 10538 To: Construct interior basement alterations within existing single family dwelling as applied for. At premises located at: 160 Inlet View E, Mattituck SCTM #473889 Sec/Block/Lot# 100.-3-10.13 Pursuant to application dated 7/27/2021 and approved by the Building Inspector. To expire on 2/19/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $877.60 CO-ALTERATION TO DWELLING $50.00 Total: $927.60 Building Inspector pf SOl1T�,Ql 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlin(a-town.southold.ny.us Southold,NY 11971-0959 Q�yCOUnN� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: David Tarr Address: 160 Inlet View E city:Mattituck st: NY zip: 11952 Building Permit#: 46714 Section: 100 Block: 3 Lot: 10.13 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Alan Hubbard Electrical License No: 4285ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 24 Ceiling Fixtures 9 Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures Smoke Detectors 1 Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 24 CO2 Detectors Sub Panel I OOA A/C Blower 1 Range Recpt Ceiling Fan Combo Smoke/CO 3 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 24 4'LED Exit Fixtures 11 Sump Pump Other Equipment: Air Purifier, Ice Maker, 4' Baseboard Heater 1, Bath Floor Heat 1, Refridgerator 2 100A Sub Panel 20 Circuits 17 Used Notes: Finished Basement Minus Wine Room Lighting Inspector Signature: e Date: April 12, 2023 S.Devlin-Cert Electrical Compliance Form Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 'Q, BUILDING DEPARTMENT TOWN OF SOUTHOLD MAR 0 2023 LL.D- dMUINb OF-P . CEIITIFICAT101; Building Permit Nc. 7 6 7 I Y (Please print) .riumne%.�[• S rj�v,i.S (Please print) A cer<iry that the solder used in the water supply system contains less than 2/10 of 1% friumners wanaw.,L. Sworn to before me this ,;avoz ebry 20a3 Notary Public, SIC County JESSICA HARRIS NOTARY PUBLIC-STATE OF NEW YORK No. OIHA6238954 Qualified in Suffolk County MY commission t?oligi W0111 111 @w FSO -- - - - --- - - ---- I �0 Ulyolo # TOWN OF SOUTHOLD BUILDING DEPT. �0 • �o `ycourm��' 765-1802 INSPEC 10N [ ] 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 RE RKS: , - - I/bvvl r), � 'kj 2Q I DATE i 1 �Z� INSPECTOR # # so Ll &719 0 TOWN OF SOUTHOLD BUILDING DEPT. �ycourm��` 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWC-AULKING [ ] FRAMING/'STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: �^ ell _ V v ` � e DATE l 2 Z INSPECTOR i * # TOWN OF 'SOUTHOLD BUILDING DEPT. �0 • �O 765-1802 INSPECTION ' [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ : FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] --FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT-PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE 3 INSPECTOR - � o TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPECTION .- FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND - [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: � o m DATE ,INSPECTOR 9A& OF SOUlyp�o - '� TOWN OF SOUTHOLD BUILDING DEPT. couto, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH LBG. [ ] FOUNDATION 2ND [ ] IN ATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION( r -- [ ] PRE C/O [ ] RENTAL REMARKS: 1<</wYVtl/J CAI- 4t � DATE INSPECTOR ho��OFSOUTyo� 40N I f ktef V)e # * TOWN OF SOUTH LD BUILDING DEPT. `ycou631-765-1802 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: 1(t oj DATE 3 INSPECTOR ARCHITECT MARK SCHWARTZ &ASSOCIATES 28+93 Main Road•PO Box 933•C:utcho1"uc. NY 11933 — 631.73+.418;5 1 �„ra.mks.uchiuct.cutn August 19,2021 Southold Town Building Department 54375 Main Road Southold,New York 11971 Re: Tarr property 160 Inlet View E. Mattituck, New York 11952 To whom it may concern, The existing residence has three Bedooms and we are planning to add one Bedroom in the proposed finished basement. The septic system was designed for a three to four bedroom house-therefore the system is adequate for proposed work (four bedrooms total). The refrigerator at proposed basement kitchenette will be an undercounter type. The Utility Room will be altered to install 5/8" sheetrock as per code,smoke detector,CO2 detector and self-closing fire rated door as required by code. Please call this office with any questions you may have. Sincer '•. N Mark Schwartz 1 1 1 • ' • 1i aB A • 1 • e 1 Ali -�_...�_ � ��"�+ � • FOUNDATION (IST) �1 WAAMW INSULATION.PER N.Y. . 1 lWWWWWWA TOWN OF SOUTHOLD—BUILDING DEPARTMENT you" Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 �N $ ' Telephone(631) 765-1802 Fax(631)765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only j PERMIT NO. 71 Building Inspector: JUL 2 7 2021 Applications and forms must be filled out in their-entirety.Incomplete applications will not be accepted. Where the Applicant-is not the owner,an P� fF'i?fPw�g1 '• Owner's Authorization form(Page:2)shall be completed. Date: C>7 Z `L OWNER(S)OF PROPERTY: Name: (2,4V(D SCTM#1000- 1C V- II - r Project Address: 0 (N 1� Phone#: 2 , d r Email: a Mailing Address: -SA Al CONTACT PERSON: Name: C- tri r2 ' C-- 2G l G Mailing Address: Lo, NX 9-3 C(/. o G V 6- .. Phone#: 3 ' �' Email:ptksq lee ilepcfpo4111 ke " DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION El New Structure ❑Addition Iteration ❑Repair ❑Demolition Estimated Cost of Project: Other Fl W(s 954 I TW tkl $ Will the lot be re-graded? ❑YesXNO Will excess fill be removed from premises? PYes ❑No 1 PROPERTY INFORMATION } Existing use of property: intended use of property: S� Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to K .' I this property? ❑Yes P(No IF YES,PROVIDE A COPY. X61 ; i.r.•;:r;'i$r int@G :it;: The owner/contractor/design Professional Is respomlble for all drainage and storm water Isms as wovided by hapter,236oftheTawn 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 taws,Oi dina`noas or Regulations,far the construtdon of buildings, additions;alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinarnes,building code, housing code and regulations and to admit authorized inspectors an premisesand In building(s)for necessary inspections.False statements made herein are punishable as a Gass A misdemeanor pursuant to Section 220.45 of the New York state Penal law. Application Submitted By(print me): ��. �c���TZ�-- Authorized Agent 00wner Signature of Applicant: A�� . Date: 07 CONNIE D.BUNCH Notary Public,State of New York SPATE OF NEW YORK) No.01.BU6185050 SS' Qualified in Suffolk County COUNTY OF Commission Expires April 14,21)ar�) being duty 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 knowledge and belief,and that the work wili be performed in the manner set forth in the application file therewith. Sworn before me this ay ofAll 20� Notary Public (Where the applicant is not the owner) I, DAY10 IA� residingat 160 A-it'l«�r�l do hereby authorize 4442K 5CE'AC1 4 to apply on my behalf to the Town of Southold Building Department for approval as described herein. -4 Owner's Signature bate Print Owner's Name 2 J o��SVFF01��0 BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD o =` Town Hall Annex- 54375 Main Road - PO Box 1179 o ® Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr southoldtownny.gov - seand4southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: #2- 2. Company Name: o-G 6 Electrician's Name: A la,44 License Elec. email: Elec. Phone No: 63 J k o / / ❑I request an email copy of Certificate of Compliance Elec. Address.: PV iso 2. "Lb_ ll Al Y /I9 3 JOB SITE INFORMATION (All Information Required) Name: Address: 16a lei J/ ai TU / 952 Cross Street: 11,q Ab p R- U /I Phone.No.: 1- / - y 6- C? 09-7 Bldg.Permit#: (e -/ / y . e m a i 1:.6 U. hb w , &I" Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: YES PNO Rough In Final Do you need a Temp Certificate?: YES Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# ❑New Service[]Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals n 1 FJ2 H Frame 0 Pole Work done on Service? 0 Y MN Additional Information: Z� PAYMENT DUE WITH APPLICATION �2v speG� ,C\ (�� s r o�OCog FO(�-Co BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD o a Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(a-southoldtownny.gov- seandAsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: &2— Z Company Name: -A Electrician's Name: License No.:/70a — /1E Elec. email: Elec. Phone No: L3 . / ❑I request an email copy of Certificate of Compliance Elec. Address.: P0 9ox 2 Z uLb_aQue, Al Yl l9 3 JOB SITE INFORMATION (All Information Required) Name: Address: O /�74 t1i P&J �' a` 1 [� //gS� Cross Street: Phone No.: `T 0§__7 BIdg.Permit#: Z-1 /. email: ttbbr -drams 01 Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: :. Circle All That Apply: Is job ready for inspection'? lzl,�YES❑N9 62(Rough In F� Final Do you need a Temp Certificate?: YES NO Issued On f Temp Information: (All information required) Service Size❑1 Ph Ph Size: A. #Meters Old Meter# r]New Service0 Fire Reconnect[]Flood Reconnect Oservice Reconnect nunderground QOverhead # Underground Laterals 0 1 2 H Frame Pole Work done on Service? Y N Additional Information: Z� PAYMENT DUE WITH APPLICATION t PERMIT # Address:- Switches Outlets GFI's Surface Sconces H H's c..c.eUC Us . . Pial. cil/I C r J.1 :..... ... G .... Fans Fridge Exhaust Oven W/D DW $molds a : enera crp :tor t- Corr+bp _...._._ ... sf Cook. ::..,:.;::._ Tram er'` . Y. C. AV. Hoon Service ., .. !. . . .. _.. ... . _ .. Ar'rtps' "Have.: Used Special:. : .. ._,... __ Comments: f r p" Ll Telephone(631)765-1802 Town Hall Annex ' *+ Fax(631)765-9502 54375 Main Road P.O.Box 1179 44 Southold,NY 11971-0959 tti BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR-TIM ER CONSTRUCTION Date: Owner: i f Location of Property: 1J0 0. 1 Please take notice that the (check applicable line): New commercial or residential structureI Addition to existing commercial or residential structure 13SN1 T _V7— Rehabilitation to an existing residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s)6s ( heck applicable line): (Ng. Hoor framing, Including girders and beams (F) ' wom - L0A0 Roof framing (R) N Idg#✓LIN6 Floor and roof framing (FR) TI$413C Signature: Name(person submitting this form): Capacity(check applicable line): Owner K Owner representative TrussRegMdocx Effective 1/1/2015 REVISIONS: OCNPANIGY OR k, { LP USE IS UNI- `I U7L - Vv►IUTH01� CEF , APPROVED AS NOTED O F O C.V U IDA Cy P, DATE: aD. B.P.# FEE: - d BY: ? . NOTIFY BUILDING DEPARTMENT AT I ` 765-1802 8 AM TO 4 PM FOR THE x FOLLOWING INSPECTIONS: 1" 1. FOUNDATION - TWO REQUIRED, _ C� � a FOR POURED CONCRETE ; ��"(WI WH p'-�- C��'�^'�' 2. ROUGH - FRAMING & PLUMBING - LP « '�1l YL)RK STATE &'TOWN,CODES ' 3. 22 X 40 POOL INSU AS REQUIRE ,AND y0NDITIONS'OF 4. FINAL-TION CONSTRUCTION MUST SOUTHO!LD TOWN ZBA BE COMPLETE FOR C.O. SOUTHOLD TOWN PLANNINu BOARD ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW ST SOUTHOLDTOW'NTRU STEES YORK STATE. NOT RESPONSIBLE FQR DESIGN OR CONSTRUCTION!:ERRORS. ?J`I'G.DEC Fir "r, x' 017 i rcquirca Cr NyS code PLUMBER CERTIFICATION 0 ON LEAD CONTENT BEFORE E_ CERTIFICATE OF OCCUPANCY Q Lu SOLDER USED IN WATER 13 SUPPLY SYSTEM CANNOT Q EXCEED 2110 OF 1% LEAD. o EXISTING PATIO o 0 W/DECK ABOVE N CL- 83'-8" 24'-4" 38'-1 %+ 0-7 X 1-7 WASTE PIPE W/ CLEANOUT Ft 8" X 16" WALL BRACE POOL EQUIP. � - - - - - - - - - — — � � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , _ 2338 233 2746 � I � I- - - - - - - - — LU w 0 } I 14'-4" 6'-0„ 2'-8„ ,_5„ 6'-0" 10'-10j" 3'-10" 5'-0" 4'-6" Li Lu _. _ -- — — — — — Z _71 w W -� w Es I wwz o I I } ( � Z II� QCD' � N } N 10'-0" EXISTING 17 71 LAUNDRY N � � � � I I j I L � STAIRS ' UP _ o - I i 0 , N I ( 0 "" 8 X 16WALL BRACE I I I } I 6 - O I 00 10 N I I �' b y o I °i CEILING HT ° m 2 i 9'-10" 4'-C" 8'-7" 7'- I m a, M o 8'-0" AFF - O A/c I I -t3 w x I EXISTING I I P4 0 j I EXISTING 4 2- STORAGE i UTILITIES I — I �, �� Ln a, L 12'-0" m I o w � � L _ r ��� ELECTRICAL PANEL OIL I } W N °° V o _ N- -I I I � "co � I �- - - -� I I I I � � P } } L - - _ — _ — _ _— _ - - - - - - - - -1 I p � 11'-4" 13'-4" 24'-4" 5'-4" 4'-8" 27'-4„ 24'-8" p 86'-4" DRAWN: MH/MS Al SCALE JOB 1 EXISTING BASEMENT PLAN SCALE / ' , 1!5/2021 A-1 SHEET NUMBER: REVISIONS: LPu LP 22 X 40 POOL ST 0 F— W 13 13 ELL: 1— J Q C) W EXISTING PATIO 0a- 0 W/DECK ABOVE N 83'-8" 0 24'-4" 38'-1 I 21'-21„ 2,-8" — — — — — — — — — EXISTING WASTE PIPE W/ CLEANOUT S" X 16" WALL BRACE _ _ I — — — — — — — — — — — — — — — — — — — — — — —POOL — �ICE I U f ER CABINETS WITH r EXISTING EXISTING I j d +\� TV I `t Lu uj 8'-5 `� 51'-8" I w w NOTE: EXISTING STEEL BEAM TO `- - - - - - - - - - - - - - - - - U I IJ IS 1 BE REVIEWED FOR STRUCTURAL Z I � NEW SHELVES � INTEGRITY WITH LONGER SPAM. REC.ROOM NEW WINDOW TO I ! I 'oi BATHROOM d/w CEILING AFF n w w z REPLACE EXISTING ( I �., I ( I � Z II o I � � U Q �o Fj O REFRIG INSTALL NEW HANDRAIL AND NEW SHEETROCK, TO BE I ~NEW SEWAGE I co I —NOTE: EXISTING COLUMN TO BE BALUSTERS TO CODE. PAINTED. - I I I Q EJECTOR PUMP I RELOCATED IN NEW WALL. EXISTING INSTALL RADIANT HEAT I NEW 3'-0"X3'-0"X1'-0" � I I I Lo I" FOOTING. LAUNDRY I STAIRS 4—01„ 7'-0„ 4'-2" 11' 9" 4'-2„ -2 UP I I o A/C TO REMAIN TOT 1111111( I ( 1 N 4 80 M NOTES: A/c I I $" X 16" WALL BR E Hw B +a CL 2480 SO SMOKE ALARM TO BE HARD-WIRED TO ELEC. °0 I o0 W.I.C. 1 I I °x` ^, WITH BATTERY BACK-UP o 8'-5" 2 -1 20-1 I m m o °J rn tcM CARBON MONOXIDE DETECTOR TO BE o. HARD-WIRED TO ELEC. WITH BATTERY I REFRIG. * r cz v BACK-UP a/c I I I NEW CEILING MOUNTED LIGHT FIXTURE I 80 GYM EXISTING EXISTING "' 04 6 08ZE UTILITIES I I `z RCLT NEW RECESSED LIGHT FIXTURE I I i STORAGE I U m '- 1-0 NEW WALL MOUNTED LIGHT FIXTURE EXISTING WINDOW TO BE REPLACED WITH NEW I N N ° W EGRESS WINDOW AND o o — �- NEW DUPLEX RECEPTACLE OUTLET WINDOW WELL TO CODE. (SEE DETAILS.) I BEDROOM 1 ELECTRICAL PANEL OIL Fcl NEW GFCI DUPLEX RECEPTACLE OUTLET 1 CL. NEW SWITCH I ;�, WINE ROOM � - - - - - - - - - - - - - - - - - - - i cm -� NEW SWITCH WITH DIMMER ( I inPF - - - - - - - - - - - - - - - - - - I I (j D I iv 0 ® NEW EXHAUST FAN AND LIGHT ( II I NEW CEILING MOUNTED FAN ' I I WALLS TO BE DEMOLISHED ❑ P ® NEW INTERIOR WALLS TO BE 2"X4" WOOD STUD W/ (1) LAYER 1/2" GYP. BD. EACH SIDE, UNLESS OTHERWISE NOTED. ® NEW 2"X6" INTERIOR WALLS 11'-4" 13'-4" EMERGENCY EGRESS WINDON. MINIMUM 5.7 Ew S.F. CLEAR OPENING, WITH A MINIMUM OPENABI_E WIDTH OF 20" AND A CLEAR 24'-4" 5'-4" 4'-8" 27'-4" 'f* , 24'-8 OPENABI_E HEIGHT OF 24" ME DRAWN: � 86'-4" MH/MS .4d SCALE: JOB#: PROPOSED BASEMENT PLAN SCALE: 1/4" = 1'-0" � ���� "� � 1/5/2021 SH LET NUMBER: A-2 REVISIONS: Generated by REScheck-Web Software Compliance Certificate HORIZONTAL PROJECTION (IE.DECK) Project Tarr z Energy Code: 2018 IECC 8" THICK CONCRETE <c Location: Mattituck,New York WINDOW WELL z Construction Type: Single-family z O Project Type: Alteration `` #5 REBAR ®12"O.C. Lo Climate Zone: 4(5331 HDD) Permit Date: _. REMOVABLE STEEL GRATE Permit Number: Construction Site: Owner/Agent: Designer/Contractor: d 160 Inlet View E. Tarr MOISTURE RESISTANT SHEETROCK, TAPED, SPACKLED AND EGRESS WINDOW (PER CODE) ANDERSEN CX145 (OR APPROVED EQUAL) Mattituck,NY 11952 PAINTED (TYP.). PROVIDE ACCESS PANELS AT VALVES AND SERVICE AREAS. _ �\e\.O���st�O000\\oma.Y:���e�o0\�\0\..,0�\c\��....e.�.aim\���:�`."dao\OO\eon\o00a.,.::... °.;,.ao\....•...�c\\\�...�.:...:....:.::::'. .. ..... ..�\�. - _ _ :III III III .III III ¢ ofCt I-III-I I III-I `r o #5 REBAR @12-O.C, O Envelope Assemblies c. I;I ( I ( w ag` ' '�- 2X4 STUD WALL, R20 INSULATION, " MOISTURE RESISTANT — --' ` :�f: �': y I I-III-I r 3° i9ID ' •,, :fie .1:'. yR ::;«hj.':lbs.`.: a .', ..Y ' SHEETROCK. PROVIDE ACCESS PANELS WHERE REQUIRED. �:' .�;tR•r`.�r t `�i.'�`S`'a.�v' i:raer .��Z �f: �:`,,a`'�' Z __ _ LADDER RUNGS MIN. 3 v Wall:Wood Frame,16"ox 1,535� 20.0 0.0 0.059 82 I I-III—) Door:Glass Door over 50%glazing) 81 0.300 24 PROJECTION a lL SHGC:0.24 I I (-III „ ( 9 g) 3'-0'MIN. Window:Wood Frame 56 0.270 15 d MIN. 6 GRAVEL 0 SHGC:0.34 I I-III-III ADS DRAIN PIPE *ADJUST FOR LARGER WINDOWS (WINDOW t1 Compliance Statement-The proposed building design described here is consistent with the building plans,specifications,and other SHALL BE ABLE TO OPEN FULLY). calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in III—III REScheck Version:REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist- I I-III-I I I d Name-Title Signature Date III-IIIk. a41 III-IIWell ILAMINATE/TILE FLOORING AS PER OWNER'S INSTALL PER WINDOW WELLS TO BE COVERED WITH STEEL GRATE. MFGR. INSTRUCTIONS. COVERS SHALL BE REMOVABLE FROM INSIDE WITHOUT USE OF ANY KEY OR TOOL OR SPECIAL INSTRUCTIONS. BOTTOM OF SILL OF EGRESS WINDOWS SHALL BE NO MORE THAN 44 INCHES ABOVE FINISHED FLOOR HEIGHT. LADDER OR STEPS SHALL BE INSTALLED FOR WELLS DEEPER THAN 44 INCHES AND SHALL PROJECT NO MORE THAN 6 INCHES INTO THE WELL. LADDER TO BE PERMANENTLY FIXED TO WALL OF WELL, AND HAVE A RUNG SPACE OF NO MORE THAN 18 INCHES VERTICALLY FOR FULL HEIGHT OF Project Title:Tarr Report date:04/23/21 WELL. Data filename: Page 1 of 1 LU LIJ WINDOW WELL INSIDE CLEARANCE SHALL BE MINIMUM OF 36" U 1 DETAILS X 36" AND SHALL BE ADJUSTED IN SIZE FOR LARGER w w 3 OPENINGS AS REQUIRED. C] 1/2" = 1'-0" w w 2 A-3 clf� � z � � c:, U Q Q ' o FASTENER TYPE: SPACING: NO. 8 WOOD-SCREW 16" O.C. N - o BASED ANCHOR WITH 21N. N N o ,n ' EMBEDMENT LENGTH 0, 2 o APA N0. 10 WOOD-SCREW 16" O.C. SHEATHING PLYWOOD " APA RATED SHEATHING p = x 0 GRADE PLYWOOD (�j BASED ANCHOR WITH 21N. (ALTERNATIVE: ;>s" O.S.B.) -d Z 1 � \ I EMBEDMENT LENGTH � o � v I APA RATED SHEATHING " DIA. LAGSCREW BASED 16" O.C. " 7z 74 74441 GRADE PLYWOOD ANCHOR WITH 2 IN. 2X4 DF #2 STUDS EMBEDMENT LENGTH (ALTERNATIVE: " O.S.B.) t U °J ro oo co .'fl • cl °' v 0 F.A.I. T-— —T I FASTENER TYPE: SPACING: FASTENER TYPE: SPACING: • I (----------- NO. 8 WOOD-SCREW 8" O.C. NO. 8 WOOD-SCREW 10" O.C. VA, MULTIPLE PLYWOOD BASED ANCHOR WITH 21N. BASED ANCHOR WITH 21N. EMBEDMENT LENGTH ASSEMBLIES EMBEDMENT LENGTH �W'; I " (2) 2X4 DF #2 STUDS " W 2>,I 14 I I I N0. 10 WOOD-SCREW 9" O.C. CONNECTED TOGETHER N0. 10 WOOD-SCREW 12 O.C. H I BASED ANCHOR WITH 21N. WITH STAINLESS STEEL OR BASED ANCHOR WITH 21N. �C TYP I G AL WINDOW OPENING - — GALVANIZED BOLTS W/ EMBEDMENT LENGTH U BASEMENT LAV i SHOWER I EMBEDMENT LENGTH O IWC S. I ; PANEL SPAN EQUAL OR ANCHOR WITH 2 IN. " WASHERS AND NUTS J" DIA. LAGSCREW BASED 16 O.C. 2'-0" O.C. } DIA. LAGSCREW BASED 16" O.C. 0 ANCHOR WITH 2 IN'. 4„ I SMALLER THAN 4 FEET EMBEDMENT LENGTH EMBEDMENT LENGTH 9- EXISTING 4°' HOUSE TRAP TYPICAL MULTIPLE OPENINGS TYPICAL I L DOOR OPENINGS � PANEL SPAN GREATER THAN 6 PANEL SPAN GREATER THAN 4 FEET AND EQUAL OR SMALLER FEET AND EQUAL OR SMALLER U C.O. C.O. Un THAN 8 FEET THAN 6 FEET x SLOPE 1/4" PER FOOT PITCH TO DRAIN at OUT TO EXIST: SAN 2 WIND—BORNE DEBRIS PROTECTION WD STR PANELNTS A-3 AS PER SEC.1609.1.2 2015 IBC: ALTERNATIVE OF OPENING PROTECTION WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WITH A MIMIMUM THICKNESS OF AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE- AND TWO- STORY BUILDINGS. PANELS SHALL BE # :,.' ,,Y I 3 PLUMBING RISER c DRAWN: MH MS NTS PRE-CUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. REFER TO SECTION 1609.1.4, 1609.1.5 AND TABLE , „ a �. 1609.1.4 OF NYS RESIDENTIAL CONSTRUCTION CODE.) THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE. ALL OPENINGS MUST HAVE sj � SCALE: A-3 DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND a :.� ' JOB#: DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. ;rw, �+l 1/5/2021 { y SHEET NUMBER: A-3 REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ° ° ENDWALL RAFTER ° CRIPPLE STUD WALL STUD U BOTTOM PLATE p RIDGE B ATH TUB HEADER LEDGER DOUBLE JOIST o SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH 2 JOISTS. UNDER WALL. 2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APFLY OVER RIDGE TO EACH RAFTER2x6-2x8 LS26 18 a. SLOPE HANGER APPLY TO EACH RAFTER LEDGER ( ) ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH g / FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING @24"OC WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND METAL STRAP LOCATED BY CONTRACTOR CRICKET AT TOP-SIDE OF VENTILATION CHANNEL W CHIMNEY RIM BOARD RAFTER AS REQUIRED SILL PLATE(S) ' WALL SHEATHING0. RAFTERS MAINTAIN ' VENTILATION SIDEWALL FLASHING W JOIST FOUNDATION TOP PLATE BLOCKING ' FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING BARRIER TO LAP FLASHING ; 2x4 SOFFIT JOIST o STAPPING TO BE ATTACHED TO WALL STUDS @48"OC AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. �.' SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT �/ 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ONTIN. SOFFIT / EXT. PLYWOOD /� � ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. P-1 INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION AND SO AS TO MAINTAIN AIR SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS / GAP TO PREVENT CAPILLARYCONNECT TO v AC TION 4" - 6" RAFTER RTI O 10-3/4" x 18ga. TY'DOWN ANCHOR ON ALL OPENINGS / �`., EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. 8" ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 12" RAFTER RT20 1-18" x 20- a. TYDOWN ANCHOR CONNECT T 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS ,' , � � / g EACH RAFTEE R SOFFITED EAVE DETAIL ON ALL OPENINGS ,' KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL , ROOFING LAPS BASE ' FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, RAFTER /�'�\X� RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING W SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT W WOOD J'.4ST IO�1 TOP PLATE F GIRDER/HEADER W U SIDE WALL FLASHING WOOD JOIST E:) 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD 0E� FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS ~ AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ON ALL OPENINGS RIDGE VENT FOLDS / ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH CONNECT EACH FROM PEAK TO ALLOW FREE RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER TO PLATE CONFORM TO SLOPE /IR JOISTS APROX. 1 AIR PASSAGE IF ABLE, SET F 2' HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE D TERMITE SHIELD Io SILL GASKET , SUB FLOOR r WOOD JOISTS N 1 NEOPRENE - rn � w y CONC. SLAB M � � o M v TYP. CONC. FOUNDATION /� ►n DAMPPROOF EXTERIOR 6 MIL. POLY V o M r +, GASKET . � � 2x6 /2x8 CONTINUOUS WOOD PLATE x .-. 6MIL POLY ON EXTERIOR V GRANULAR FILL • I BOLTED TO STEEL QEAM WITH Pa v o ! V STEEL COLUMN � a ' 1/2 " DIA. BOLTS © 48" o.c. STAG. O r+ x o •a n e I ° _ t.' ° ROOF JAC K c v - CONC. SLAB , I I1\ �� �� STEEL BEAM _ p oo e Ap �.^ ANCHOR BOLT EMBEDMENT: `� 4" x 1 4" x 8" STEEL 0 ° COMPACT FILL ° POURED CONCRETE: 7" BLOCK WALL: 15 `� M " ROOFING LAPS �. I TOP A D BOTTOM PLATE I u x KEYWAY FOOTINGa� e V e' CONC. FTG. •p , d 13 Q p G ` ^ SIDES FLASHING ANDATOP WITH 1/2" x 6" ANCHOR BOLT V USE WITH 3x3 SQUARE WASHERSCZ c : 4 ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) �� 1/2" GROUT N G v p REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT I I I 3" STEEL COLUMN W DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATION 1 STORY 72" OC ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL WHERE NEEDED FOR STRUCTURAL BRACING. TYPICAL CONC. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING W ALL BOTTOM PLATE TO FOUNDATION SLAB-ON-GRADE 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL V 0 SUBFLOOR CONC. SLAB DOOR FRAME 6X6 10/10 WWM GARAGE COMPACT FILL ' DOORI I JOIST H USE 2X8 STEEL BEAM ( I FOR BLOCKOUT 4" SLAB P.T. PLATE W/ 6X6 WMM M I I SLOPE 4"DRIVEWAY -- NOTCH JOIST AND ADJUST HEIGHT u ' 1/2" AIR SPACE < 1 <� e ° WITH A NAILING PLATE IF NEEDED AT END AND e e ° :< ° , TO BE APROX. 1/2" OR HIGHER THAN x ES F WOOD O ALLOW GRADE ° _n__-•---«---- ° e ° �'c 2� BEAMS _ _ ��Q D DO ° D 'a o ° ° (PROVIDE STRAPPING O KEEP RJOISTS ALIGNED) 6X6 W.W.M. 12" ° a s a ° a `"• ° —"' MIN. ,o D e D ^ �', �', �'� o ��NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM -�I ° e ^ �D III� I —SUB FLOOR ` NOTCH EQUALS 1/4 DEPTH OF BEAM �1=I D • c1 REINFORCING BAR p• ° e•c ° �— . D REINFORCING BAR c ° 01ST DRAIN TILE ,f�� \• ° —� cl, 12" SHEET METAL / 30# FELT UNDER BEAM AT POINT IL 1• n ° e H— STEEL BEAM +� �•� •• EP OF CONTACT WITH CONCRETE OR CONC. BLOCK llfTf-iTt=iT(-(T►_tT�fit= - a , 3" PLATE (BOLTED TO BEAM) TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. e SHIMS TO LEVEL BEAM ► �. ..'A . REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. DRAWN: MH Ms 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOC KOUT SCALE: +rf h JOB#: BEAM POCKET Cr 7/26/2021 SHEET NUMBER: • �r REVISIONS: WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS:OJENERAL NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY SPACING NOTES CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8' WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOE-NAIL TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL: 3-8d COMMON EACH ( ) 2020 IRC, 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE intent and framing details. They are intended as a construction aid not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in TOE-NAIL DESIGN CRITERIA UNIFORM CODE for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10' WALL: 4-8d COMMON JOIST FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION, DETAILS, AND GENERAL NOTES State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF) R301.5 construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL DESIGN DEAD LOAD(PSF)R301ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS I80i.7 UNINHABITABLE ATTICS(NO STORAGE) 10 EXTERIOR (LIGHT FRAME)WOOD WALLSALLS 15 RAFTERS GREATER THAN 3:12 PITCH U180 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR (LIGHT FRAME) STEEL WALLS 14 (NO FINISHED CEILING) OVER PARTITION WFCM - SBC LAP NAIL HABITABLE ATTICS AND INTERIOR (LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: ATTICS WITH FIXED STAIRS 30 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TOECAP.TIE AS PER TABLE 3.4 EACH FACE INTERIOR (LIGHT FRAME) STEEL WALLS 5 FLOORS U360 TO RAFTER WFCM - SBC END NAIL EXTERIOR BALCONIES AND DECKS 40CEILINGS PLASTER,STUCCO) U360 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the - MASONRY WALLS (8"THICK) 80 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKINGEACH- $d COMMON EACH TOE FIRE ESCAPES 40 CONCRETE WALLS (6"THICK) 85 CEILINGS (GYPSUM) L/240 GUARDS AND HANDRAILS 20o accordance with table 3.3. TO RAFTER END NAIL SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS U240 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES (R301.5) PER 20 SQ. 1N. 2000lbs EXTERIOR WALLS (PLASTER,STUCCO) H/360 4 . WALL ASSEMBLY TO FOUNDATION: 2 - 16d COMMON PASSANGER VEHICLES 50 EXTERIOR WALLS (BRITTLE FINISHES) H/240 (DO NOT SCALE DRAWINGS). ) TO RAFTER END NAIL NON-SLEEPING ROOMS 40 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift EXTERIOR WALLS (FLEXIBLE FINISHES) H/120 P WALL F RAM I N C• SLEEPING ROOMS 30 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete ,� LINTELS (SUPPORTING MASONY WALLS) U600 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL STAIRS 40 construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QTY SPACING NOTES ROOF GROUND SNOW LOAD 20 precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt ) EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C O TOP PLATE TO specific use! expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, 2 - 16d COMMON PER FACE NAIL LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 H 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE H INTERSECTIONS 4- 16d COMMO EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type p EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE P PP T e I exterior shear walls with a minimum of 7/16 inch wood structural ane! on the exterior STUD 2. - 16d COMMON O.C. NAIL attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION Sym. SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch sum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16" O.C. FACE gypsum P HEADER 16d COMMON ALONG EDGES NAIL SMOKE & CO2 DETECTORS CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMONPER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION Q 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 6). TYPE Il EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMONPER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA O length adjustment factors in table 3.16. FOOT SEE NOTE: 1 2 END JOIST OR BLOCKING O 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest on undisturbed (virgin) soil. NAIL NAIL interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION SPACING NOTES MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. QTY. 20 PSF 130 B SEVERE 3 FT. 17 NONE - 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE h' g 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: 4- 8d COMMON concrete or mason walls occurin in exterior or unheated interior areas. SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 4). Any new concrete walls being attached existing concrete structure shall Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING 2 - 8d COMMON EACH TOE NAIL SPACING NAIL SPACING AT INTERMEDIATE .c with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NOTES be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3 5 BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5). Unless otherwise noted, dl slabs on rade to be 3000 s.i.. Concrete to be 2 - 8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON 6" O. . 8d COMMON 6" O.C. SEE NOTES: 1,3 g P• TO JOIST END NAIL @ @ poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)• CATHEDRAL CEILING ASSEMBLY: SEE NOTES: 1 BOTH FIELDS o Where a ride is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6" O.C. 8d COMMON 12" O.C. ( ) to be minimum 3-1/2 inch thick. All fill to be compacted to 95 /o relative density with g SILL OR TOP PLATE 3 - 16d COMMON BLOCK NAIL @ @ NOTE: 2 FOR PANEL FIELD anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge 6 maximuim lifts (layers). -- along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4".O.C. SEE NOTES: 13 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL 8x16 cast it-on foundation vent for every 150 sq. ft. of area. DECK AND COVERED PORCH NOTES: JOISTTON O BEAM ER 3 - 8d COMMON JET TOE NOTES 7). Dampproof exterior of foundation with bituminous coating as required by current THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST I PER END z the below ,grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - i6d COMMON JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, W BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. '-a U 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. 2 - 16d COMMON Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE _ FOOT SEE NOTE: 1 o H FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. F S H EATH I N 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attacher!to rafter/truss framing members with G>0.49. H IG: For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For below rade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. g P g STRUCTURAL PANEL 8d WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING S H EATH I N G: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD JOINT DESCRIPTION NOTES 3). Floors„ walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACINGO.C. SEE NOTES: 1, 3 ( BOTH FIELDS) where needed. 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" NOTE: 2 FOR PANEL FIELD 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. GYPSUM 5d COOLERS 7� O.C. EDGE Bearingwall headers to have 2 jack studs and 2 full length studs on each side of all WALLBOARD 10" O.C . FIELD INTERIOR ZONE 8d COMMON @ 6" O. . 8d COMMON @ 12" O.C. SEE NOTE: 3 N v ( ) ) ( ) g 6). Concrete piers shall be a minimum 6" above grade. m 4 q0 Cf)openings. LVL headers to hwe (3) jack studs and (2) full length studs on each side ofWALL S H EATH I N G openings. Bearing wall windcw sills shall also have (2) window sill plates for 2x4 wall 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES "o " m ,-� 4-1 openings between 41 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. O o U and blocking where applicable. QTY. SPACING w 2 x 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMONAS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall o ) \ 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM - SBC be used. -u anchors where applicable to all connecting joists. PLUMBING NOTES 7/16 OSB 3 O.C. EDGE U M 6d COMMON 6). Double u floor joists under walls that run parallel to the floor joist and under bathtu s. 1). All water supply, draina a and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with 0 ^t P 1 P 1g g P Ln U Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 7" O.C. EDGE G>0.49. For framing members with 0.42<6<, the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD 10" O.C . FIELD N o l:14 3 2 Verify septic stem with the Engineer for Suffolk Count Health Department approval. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/ r )• fY P Y g Y P PP FLOOR SHEATHING: � other access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION 1). PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8). Dormers running up roof rafters are to be supported by double rafters on either side P q g P P fY QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. state code and manufacture's recommendation for maximum hole size and spacing permitted. 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. where applicable unless otherwise noted. STRUCTURAL PANELS 6 O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR � HVAC SYSTEM NOTES 8d COMMON „ 1 OR LESS 12 O.C. FIELD (5.7 SQ.FT.2ND.FLOOR) H 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists MIN.44"SILL-AFF � under all bearing walls. N NOTES: NYS Residential Code R302.11 -FIREBLOCKING REQUIRED U 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety : Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) Q requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. U0 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. needed. �. EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULENOTES!OYES ONLY. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 N 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Firfeet.Batts or blankets of mineral or glass fiber shall be allowed as Fireblocking in walls constructed H 1). Nailing requirements are based on wall sheathing SOIL COMPACTION: using parallel rows of studs or staggered studs. CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the panel edge. If wall sheathing Contractor and owner for final review and approval. is nailed 3 on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES' shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. U) members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. x 1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and SOIL A BY"LIFTS PROF�SION). CCONTRACTOR GENCY OR COMPACTION. 4)flame and openings around s of combupes and ducts at ceiling and floor level,to resist the free passage of 2). When wall sheathing is continuous over connected p ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted to have regular 1/2 sheetrock. All walls to be taped and finished. P 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5). For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. 3). All electrical work to comply with 2014 NEC. 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or 0,' approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 torch down type material over. and R315 of IRC. 16). All sil I plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G DRAWN: MH/MS I with foam sill gasket and co -r-tex termite shield or roved equal. OR APPROVED EQUAL.INSTALL WITH CAP t� ,+`` f SCALE: JOB#: be installed w a o g p PP CI AND BASES.USE WITH FLASHING CAPS TO � aA >� � t COVER TOP > 9 7/26/2021 SHEET NUMBER: 011x' " A-5 REVISIONS: 22X40 POOL z 0 Clefw I- 13 Q w EXISTING PATIO 0- >2 0 W/DECK ABOVE POOL EQUIP. — � I RCLT IIIE FCI __ . iI ---- _ \3�` - TV ------- I i - S , ---- - -------------------- - , , _ , _ _ _ I l - - - - - - z �Lij � �- 7 - - � _<:h -� ,�Ll.J W RCLT \ CIT i L RCLT RCLT REC.ROOM - — --1 — — — — — --i o ? z BATHR QM c J LT { I I � Z �L "I IQ � ZD GFCI i REE=RIG EXISTING RCLT RCLT`. `RCLT RCLT RCLT I i -- LAUNDRY '" o - 'RCLT `, L- -� _ %STAINS q____sx3$;, I ------ - up NOTES: i A C i HW + B c� � SO SMOKE: ALARM TO BE HARD—WIRED TO ELEC. I /� CL, 'RCLT RCLT ( i X u WITH 13ATTERY BACK—UP ( RCLT RCLT ;' `�\\ I i �O o CARBON MONOXIDE DETECTOR TO BE `. C4 v HARD--WIRED TO ELEC. WITH BATTERY I WIC REFRIG. i I O w BACK--UP -� NEW CEILING MOUNTED LIGHT FIXTURE �`� GYM ;� EXISTING EXISTING NEW RECESSED LIGHT FIXTURE I I6 � '',, UTILITIES STORAGE I - v m RCLT I O T RCLT \..o 7 cn p_� __ _ _ 000 M .a 1J NEW WALL MOUNTED LIGHT FIXTURE ` I i `� o w RCLT RCLT L � i � 3 ' ' NEW DUPLEX RECEPTACLE OUTLET I \�`�\ I� ELECTRICAL PANEL OIL NEW GFCI DUPLEX RECEPTACLE OUTLET I \BEDROOM ,% ;� -GFCI ^`,` /; CL. $ w Ilk NEW SWITCH i I ---- NEW SWITCH WITH DIMMER I --x�` _-- R CLT — V D _Q_ 1\ L �j _( WINE ROOM I ( I ° ® NEW EXHAUST FAN AND LIGHT RCLT NEW CEILING MOUNTED FAN WALLS TO BE DEMOLISHED I P L - - - - - - - - - — — -� I V ® NEW INTERIOR WALLS TO BE 2"X4" WOOD STUD IV/ (1) LAYER 1/2" GYP. BD. EACH x SIDE, UNLESS OTHERWISE NOTED. - - - - - - - - - - - - - - - - - - — — — ST ® NEW 2"X6" INTERIOR WALLS .i f "wfMN fVW. yY7 4 EMERGENCY EGRESS WINDOW. MINIMUM 5.7 Ew S.F. CLEAR OPENING, WITH A MINIMUM OPENABLE WIDTH OF 20" AND A CLEAR OPENABLE HEIGHT OF 24" Ca V° <a r DRAWN: MH/MS F " SCALE: 's w BASEMENT ELECTRICAL PLAN SCALE: 1/4" _ ,'-0" 'ae JOB 1,5/2021 .y SHEET NUMBER: