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HomeMy WebLinkAbout48146-Z of so�ryolo Town of Southold * * P.O. Box 1179 io 53095 Main Rd UN �' Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45725 Date: 11/03/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 850 Lupton Pt Rd Mattituck, NY 11952 Sec/Block/Lot: 115.41-16 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 06/27/2022 Pursuant to which Building Permit No. 48146 and dated: 08/03/2022 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including unfinished basement, decking with hot tub and second floor balcony, to existing single family dwelling with 3 first floor bedrooms as applied for per ZBA#7556, dated 11/18/2021 and ZBA De Me Minimus dated 3/3/2022. The certificate is issued to: Scott Rosen,Lori Rosen Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-21-3217 3/11/2024 ELECTRICAL CERTIFICATE: 48146 01/10/2024 PLUMBERS CERTIFICATION: Auth i ed ignature TOWN OF SOUTHOLD y BUILDING DEPARTMENT y TOWN CLERK'S OFFICE oy • o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48146 Date: 8/3/2022 Permission is hereby granted to: Rosen, Scott 9 Rodsfield Ct Huntington, NY 11743 To: construct additions and alterations to existing single-family dwelling as applied for per ZBA, SCHD & Trustees approvals. At premises located at: 850 Lupton Pt Rd SCTM #473889 Sec/Block/Lot# 116,11-16 Pursuant to application dated 6/27/2022 and approved by the Building Inspector. To expire on 2/2/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,084.80 CO-ADDITION TO DWELLING $50.00 Total: $1,134.80 Builds ctor OF SO(/Tyol . � o Town Hall Annex- Telephone(631)765-1802 54375 Main Road P.O.Box 1179 io sean.devlinCaD-town.southold.ny.us Southold,NY 1 1 971-0959 �yCOUNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Scott Rosen Address: 850 Lupton Pt Rd' City,Mattituck st: NY zip: 11952 Building Permit#: 48146 Section: 115 Block: 11 Lot: 16 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Pint Electric License No: 33025ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 58 Ceiling Fixtures 24 Bath Exhaust Fan 3 Service 3 ph Hot Water GaSX2 GFCI Recpt 16 Wall Fixtures 28 Smoke Detectors 4. Main Panel 200A A/C Condenser 3 Single Recpt Recessed Fixtures 55 CO2 Detectors Sub Panel A/C Blower 3 Range Recpt Gas Ceiling Fan 2 Combo Smoke/CO 3 Transfer Switch 200A UC Lights Dryer Recpt GaS Emergency Strobe Heat Detectors 1 Disconnect 2 Switches 6g 4'LED Exit Fixtures Sump Pump Other Equipment: Fridge, Oven(2), DW, Micro, Mini Fridge, W/D, Tesla Charger, Septic Disconnect, Dehumidifier, Recirculator, (2)AC,(1) Minisplit, 200A Panel 60 Circuits / 51 Used , Hot Tub 230GFIx2 Notes: Two Story w/ Unfinished Basement & Hot Tub Inspector Signature: Date: January 10, 2024 S. Devlin-Cert Electrical Compliance Form i OE SOUTyo� # # TOWN OF SOUTHOLD BUILDING DEPT. couNtv 631-765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: -A u i'd DATE I�� 3 '�� INSPECTOR OF SOUTyo� ��/ � ��/ i # # TOWN OF SOUTHOLD B LDING DEPT. °ycou 631-765-1802 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 [ ] RENTAL REMARKS: 614A, 'Ja&dn�- /A DATE INSPECTOR L4 OE SOUTyO ?I �o / # TOWN aF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: rk M ,4dv Ltc C, �r l 0Gj��d n Ili P ,® S' a waw � C4 &VAet v Qr (a 2 � DATE Z INSPECTOR �'' �o�NOF SOUT L1 1 q /jy —) # * TOWN OF SOUTHOLD BUILDIN DEPT. 10 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) LECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR �o,\0f SOUI,�O� * TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] ULATION/CAULKING [ ] FRAMING/STRAPPING [ I FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 6 G 5—im �VWA", �Ih '�. � V 0'✓ facY1 CJI � 4�" 6. —�� —(V'� g, lie 1 174� RaT 4 c` : 14 &se 00 Lt :f,wwvw --J;hjA." AA-5 o s C�ol D CCMVVt �dt. OeL DATE 3 INSPECTOR - z HITECT MARK SCHWARTZ &ASSOCIATES 28493 \-lain !toad•PO Box 933•Cutchoguc. NY 11933 631.i 34.4185 I www mksarchitcct.com November 14,2022 a Southold Town Building Department 54375 Main Road Southold,New York 11971 Re: Rosen Property 850 Lupton Point Road Mattituck,New York SCTM#1000-111-14-19 Permit#48146 To whom it may concern, We have been on site during the foundation construction phase and hereby certify that the rebar work has been completed as per plans and meets or exceeds NYS Code. Please call this office with any questions you may have. Sincerely, 1W �,< 13 Mark Schwartz AtA 's}c':l'l ili i i311r•1'k:'f1S':in'hlu i;`of APR 2 8 2023 l� HITECT BUILUM DEP L LD MARK SCHWARTZ &ASSOCIATES _ `2 i()wNOFSnUTPn@ n 8493 \lain Ito;d•YO l3ox 9;i;i•Cutc•lu,�uc•. \1' 1193:i 631.i34.4185 ,rc,u.mksarchitcc t.com April 03,2023 Southold Town Building Department 54375 Main Road Southold,New York 11971 Re: Rosen Property 850 Lupton Point Road Mattituck,New York To whom it may concern, We have been on site during portions of the construction process and we have reviewed the rough plumbing and framing/strapping installations. Based on our observation and contractor input...this work has been completed as per plans and meets or exceeds NYS Code requirements. Please call this office with any questions you may have. Sincerely, JN ^R� i Mark Schwartz CHITECT PAR �aR e 2024 MARK SCHWARTZ&ASSOCIATES 28495 Main Road !0$4x?33,c._qutc#xggue,NY 11935 631 J'3'4 8-8 T"WW mk�architect.com March 14,2024 Southold Town Building Department 54375 Main Road Southold,New York 11971 Re: Rosen Property 850 Lupton Point Road Mattituck,New York To whom it may concern, We have competed the previous existing deck plan with the overlay of the as-built deck plan(as application has been approved by Trustees office). The deck areas have not been substantially altered as depicted on the attached plan. Please call this office with any questions you may have. Sincerely, ca4 Mark Schwartz _r AU Member American Institute of Architecture RCHITECT MARK SCHWARTZ &ASSOCIATES 28495 \Main Road• PO Box 933•CAUC110"n1•. NY 11933 631.73.4.41135 I \5'11'15'.nllaaCf'I11lCl'Ll'Clnt October 17,2024 Southold Town Building Department 54375 Main Road Southold,New York 11971 Re: Rosen Property 850 Lupton Point Road Mattituck,New York To whom it may concern, We have been on site during portions of the construction process and have reviewed the insulation installations. Based on our observation and contractor input,this work has been completed as per plans and meets or exceeds NYS Code requirements. Please call this office with any questions you may have. Sincerely, a F Mark Schwartz OCT 2 2 2024 RUILD7.14G DEFT. nT:� TiOIVI4 OF SOU'1CHC1L T Building Envelope and Duct Tightness Report 2018 IECC as amended'by the 2020New York'State Supplement,sections R402.4.1.2 and R403J.4 Address.of Test.$50 Lupton Point Road;Mattituck,NY 11952 Test Date 12/20/1023 Building Permit.#: 48146. Compliance Pathway Performance Test Completed by: Christopher Silvia RESNET Rater ID# 4150294 Home Energy Solutions NATE ID# 187 East Main Street ICC ID# Huntington,NY-11743 BPI# 631-673-0664 Building Envelope Tightness Volume Calculation : Check if Conditioned Basement Floor Area Volume Basement 2533 158(i0 �Conditioned.Crawl Space 1st 2899 23194 Sealed Attic d n 2 470 3993 *The conditioned floor area of dwelling is calculated in- 3 rd accordance with-ANSI Z765,except that conditioned floor Attic 5270 ar 4zs areas where the ceiling height is less than,5 Total Volume 48317 ft' CFM @50 pa 2082 Air changes/hr45pA 2.59 Code.Compliance: Pass Duct-Tightness: Post Construction Test-Tota Duct Leakage System-1: Within Condition Space Duct Location-Conditioned Space Floor Area Leakage CFM @ 25pa N/A CFM/100 A'CFA N/A Code Compliance: Exempt System-2: Within'Condition Space Duct Location Conditioned Space Floor Area Leakage CFM @ 25pa N/A CFM/100. ft2 CFA N/A Code Compliance: Exempt System-3: Duct Location Floor Area Leakage CFM @ 25pa CFW100 ft2 CFA Code Compliance: All building envelope tightness testing`tia$nie�n?v ertfie`diusing instruments and procedures specified in ASTM E1827 as required.by 2018 IECC as amended by the-2020<New.Y,ork'State`;Supplement,section R402.4.1.2.The building-duct and plenum system has been verified as required by the 2018,IECC_as,:amended:by 202,0,N!,,w York State Supplement,Section 11403.3.4. Signature: A;- Date: 12/20/2023 Chris oplier iiviij-1 iie;Earergy Solutions S ` a 4 ft ;r ~ ,tom I,.,ti,• '; -ML— AV ilnm ro�T <M?a f ! t F r $• f € A Q �J ti ,lY.� �'� �X�l �ti� ''s+c� ,Y•� i.�•�r�.r1S�,`� v'j. f�ti' Y> .•. _ �a(, r Y'�'.��y,�dj'tcR'�'Mir�1y.a,`•+�_ J- �.�� ll." �`rt x� a�, �;�`��.�t►`�':_,,�� �;Ulth4 Fra�,a �r t ',� � �} a �a _V3? ' sia-, yll�.."t't.?w'•,l_,r,� `+�r 'mot ' x�t ,;7 {I!A 7 f�. y -�' �x ..4�6•ji'+t9F/t}'1�f � �^<ry�� '!�Y r(5,.4. "'C rat ; � m Y tin �Ww r.�'1t l..f• s�'� ��!; �� r .,�� .r ��a` `�'•b�//'ertr �S �. � �.. r •%.;.,�}ya�;+.,f1)ti� `!�.j,�` �'`r• �s�'1��- .i..' �.1•.\,'.t`v".�4`.'�:>! �' .p; �'.... • :.�. 'Pl'1r �/� t ♦1 / K 'Y� ,�<'5}l7'.� ,��lr •t Inc �'�l���s�?''r�!§ �<• ,. t _ '� +.. � . i i i 11. nov lip ,04II Yvr SANKERSBOX •, In 'e, FOUNDATION i W ' . FOUNDATION(21 W i i ROUGH FRAMING& PLUMBING INSULATION PER N.Y. STATE ENERGY . , AM llll �� I WriONALCO ROOM AiA :-0 Z o� c TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY.11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 hops://www.southoldtownny.gov For Office Use Only �ISatetece�red PERMIT NO. Building inspector: ? c JUN 1 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 OwnO er's wl. Authorization form(Page 2)shall be completed. APPLICATION FOR.BUILDING PERMIT Date: OWNER(S)OF PROPERTY.- Name: �Cd ` S�� Tax Map#:SCTM#1000- Physical Address. S5o L 0 PT&JP FN 12 Koerrrl Phone#: 5 3 g3 5 4p0 Email: r as I Cam, Mailing Address: awoo af gibaklc- CONTACTPERSON: Name: Mailing Address: Phone#: Email: 'DESIGN PROFESSIONAL INFORMAVONr'` Name: Mill) 114 SG M w4 CrZ Mailing Address: PO 0 OX 9 3 0of Coo C vlg Phone#: {o� 3 7`- ¢ 4v Z 4 Email: s a re i' � ea v �•n .M el CONTRACTOR:INFORMATION:° . Name: V l-ok/A,/ Mailing Address: Phone#: Email: PESCRIPTION.OF PROPOSED CONSTRUCTION.- ❑New Structure VlAddition VAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other ' $ Will the lot be re-graded? ❑Yes kNO Will excess fill be removed from premises? es ONO PROPERTY;INIORMATION Existing use of property: S rJGc.� 1✓qM. f2 E f Intended use of property: Date of Purchase: Name of Former Owner: 1 • { � l _1 there any ons with respect ` Zone or use district in which premises is situated: this property?cOYes 9,NNodIF YES, i to PROVIDE A COPY. ❑Check Bo�r Reading: The owner/contractor/designBuilding rofdelss I rt�Po'ssib`e f r all drainage nce of a Building storm wapermiter Issues as to pro Bu dlvided�ng zone Chapter 236 of the Town Code.At PIicATION IS HEREBY MADE to the W n6 Pa Ordinance of the Town of Southold,Suffolk,County,New York and other applicable taws,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. ^J_ Application Submitted By(print name): 4a.6C �OWMC 2 KAuthorized Agent ❑Owner Signature of Applicant: Date; �� 2 STATE OF NEW YORK) SS; COUNTY OF being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (5)he is the 1 (Contractor, gent, rporate Officer,etc,) of said owner or owners,and is duly authorized to pe orm or have performed the said work and to make and file this application;that all statements contained In this application are true to the best of his/her knowledge and belief,and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of 21J Notary Public PROPERTY OWNER AUTHORIZATION n (Where thee applicant is not the owner) 11 ✓c ►1 ►K/Jk.114 i Let " e'sid gat. "A -_I 1?G K-. do hereby authorize MA'zy-/c:�"(d W t re- �"' to apply on my behalf to the Town of Southold Building Department for approval as described herein. 2 d /L- X-/ 0,1Z /--.2 4/Z 0 -L/ Signature J / D to of 1 &" Print Owner's Name l �0 StyfFO(��oGy TOWN OF SOUTHOLD—BUILDING DEPARTMENT N x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 hgps://www.sotitholdtomM.2ov Date Received APPLICATION FO BUILDING PERMIT niovo'Rffice Use Only I, I PERMIT NO. Building Inspector: t ' DEC 2 0 2023 Applications and forms must be filled ou;in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. - a 71 Date: 2 l 7 _ OWNER(S)OF PROPERTY: Name: C' SCTM#1000- Project Address: Phone#: 5,1 _ Ze 7 , Email: I 1 0 ►' Mailing Address: �f CONTACT PERSON: Name: Mailing Address:. 190 ,C) Phone#: �3 ~73 _ 4- Email: DESIGN PROFESSIONAL INFORMATION: Name: 5'-d Mailing Address: Phone#: Em il: CONTRACTOR INFORMATION: Name: J 6c, C IJS BUG Jo d I G 0 Mailing Address: Old dZ�S 2 G jL 2 Phone#: - -75 4- 2 Email:S r i t,t A00, C 72 DESCRIPTION OF PROPOSED CONSTRUCTION ❑ ew Structure ❑Additilo ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: Ather H-o q: '- _ \[$ Will the lot be re-graded? ❑Yes o N Will excess fill be removed F om premises?,,Y/ V�No 1 PROPERTY INFORMATION Existing use of property: 51 G ,y _( Intended use of property: 5 /tie Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ANo IF YES, PROVIDE A COPY. C`'iedk 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): E Authorized Agent ❑Owner Signature of Applicant: Date: f 2 j/ f/ Z -1 CONNIE D.BUNCH STATE OF NEW YORK) Notary Public,State of New York SS: No.01 BU6185050 Qualified in Suffolk County COUNTY OF 5UAr-0 L4& ) Commission Expires April 14,20Y_ ;CZ being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor, Agent, C rporate 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 JD day of � U-M ,20� Notary Public PROPERPf OWNER AUTHORIZATION (Where the applicant is not the owner) I, Edo%r i20S&,c) residing at yP 1 ws A/447-2 7-Uck/1, do hereby authorize /2J.42,L JCf�AJ %fz to apply on my behalf to the Town of Southold Building Department for approval as described herein. 'LZ 17 / // 91,5i Owner' ignature Date ,_S'Co7- a,L&L Print Owner's Name 2 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: June 14, 2021 TO: Mark Schwartz(Rosen) PO Box 933 Cutchogue,NY 11935 Please take notice that your application dated June 1, 2021: For permit to: construct additions and alterations to single-family dwelling at: Location of property: 850 Lupton Point Rd, Mattituck,NY County Tax Map No. 1000 - Section 115 Block 11 Lot 16 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming 19,166.90 sq. ft. lot in the R-40 District, is not permitted pursuant to Article XXIII Section 280-124 which states: lots measuring less than 20,000 square feet in total size require maximum lot coverage of 20%. The site plan notes the lot coverage at 22.2%. Authorized S' Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. f Y BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson ��OF SO . Southold 53095 Main Road• P.O.Box 1179 !� Patricia Acampora Southold,NY 11971-0959 Eric Dantes Office Location: CA) 'e Town Annex/First Floor, Robert Lehnert,Jr. • �OQ 54375 Main Road(at Youngs Avenue) Nicholas Planamento Olj%OOII� Southold,NY 11971 RECEIVED http://southoldtownny.gov �Q .Q ZONING BOARD OF APPEALS TOWN OF SOUTHOLD. NOV. 2 9 2021 Tel.(631)765-1809 Fax(631)765-9064. So hold Town.Clerk FINDINGS,DELIBERATIONS AND, DETERNIINAT. ( 1�'T LJ LJ \/ MEETING OF NOVEMBER 18 2021 �.1 J MAR —.9 �022. .� ZBA FILE:.#7556 NAME-OF APPLICANT: Scott Rosen and Lori Goeders Rosen PROPERTY LOCATION: 850 Lupton's Point Road, (Adj.to Deep Hole Creek)lylattituck NY.,F SCTIvI: .1000-115-1.1-1.6 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in thjs: application ark d-Aetermines.that this review falls under the Type.II category of the.State's List of Actions; without' further steps:..under SEQRA:. SUFFOLK:C.OUNTY YDIVIINIS-RATWE,CODE: This application was',referred`as required under the'Suffolk.` _.. County Administrative Code Sections A 14-14 to 23,and.the Suffolk CountyDe artinerit'ofPlaimin issued its-'rep l P g 1?�'. . dated duly 28;2421-stating that this application is considered a matter for.local deterrniriation as there appears to be . no signif cant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy ' . Standards. The LWRP Coordinator issued a recommendation dated October 5, 2021. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department,as well as the records available, it is recommended that the proposal to increase the permissible lot coverage over 26.percent is INCONSISTENT with the following LWRP standards and therefore is INCONSISTENT with the LWRP. Policy No.. 1-The expansion of an existing structure over the permitted 20%lot coverage is inconsistent with the above policy.and it does.not support a pattern ,of development consistent with the Southold Town . Comprehensive Plan. The expansion of structures, in areas vulnerable t flooding and .storm damage is,' unsupported. Policy No.4.1 :The residential structure does not functionally require a location on the coast and is not water dependent. The 'installation of a I/A OWTS is recommended as CONSISTENT and LWRP findings of INCONSISTENCY will be mitigated with the installation of an Innovative Advanced I/A OWTS Septic System and the conditions imposed herein PROPERTY FACTS/DESCRIPTION: The subject, non-conforming 19,166.90 square feet, .44 acre, rectangular- shaped, waterfront parcel measures 100.00 feet along Lupton's Point Road (a private, 20 feet wide right of way), then runs south 182.58 feet along a residentially developed lot to the east, then runs 101.64 feet along a wood bulkhead at Deep Hole Creek and returns 200.76 feet along a second residentially developed lot to the west. The subject property is developed with a one-story,wood frame dwelling with attached garage,an attached bi-level wood Page 2,November 18,2021 #7556,Rosen SCTM No. 1000-115-11-16 deck with steps, a gravel driveway,brick walkway, an outdoor shower, and a wood ramp and dock as shown on the survey prepared by Treimane A. Eason, L.S. and dated January 27,.2021. BASIS OF APPLICATION: Request for a Variance from Article XXIII, Section 280-124 and the Building Inspector's June 14, 2021 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single-family dwelling; at; 1)more than the code permitted maxigium lot:coverage of 20%;. located at: 850 Lupton Point Road,(Adj.to Deep Hole Creek)Mattituck,NY. SC TM No..1000�115=11-)6. RELIEF REQUESTED: The applicant seeks a variance tb�allow forexcessive-let coverage:.of 22.2%where the,code limits.lot coverage to 20% in the R-40 residential zone.. The applicant seeks relief in order.to.expandtheir home through additions and alterations allowing for the expansion of a first-floor Bedroom with the addition of a walk-in closet; the creation of a kitchen pantry; enlarge the existing kitchen;create a front porch, an entry hall with closet. and laundry room;and to reconstruct the second floor with-aloft,office and balcopy-over the first floor. The.applicant'. proposes the removal of approximately 338.2 square feet of exterior decking-and adding an additional 854.9 square feet of habitable space and.exterior decking. ADDITIONAL INFORMATION: No.inember of the public or immediate neighbor spoke in favor of or against this application,however,several letters of support were received from neighbors prior to.the public hearing, The property is covered by the following Town of Southold,issued documents: • Certificate.-of Occupancy Z=1662 dated July 29;.1963.fora private orie:-family.dw • Certificate of Occupancy'Z=3524 dated July 1,1, i969 fora private'one_fariily dwelling • : Zoning Board,of Appeals.decision#3397 dated.-November 6, 1985.for construction of:a deck 4:. feet from the bulkhead • Certificate-ofOccup'aticy Z=15522 dated.D.ecernber 19,:1986.for additions.to_a one family dwelling Pre;Existing Cerdi ki te'of Occupancy datedNovemb.er 21, 1988 for a b-ne.i?amity dwelling. • Zoning Board of Appeals decision #4106.dated July 6, 1992 for:construction ofa dick 37`feet.from the.: :``. ' bulkhead.at its close .Point • : Certificate of Occupancy Z=28083 dated November 1. ,".2001 for.addifionsao a one family.dwelling FINDINGS OF FACT/REASONS FOR.BOARD ACTION:- The Zoning Board of Appeals held a public hearing on this application on November 4,2021 at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law'U67-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a "detriment to nearby properties. Lupton's Point is a private, residential, neighborhood developed over the past 100 years and is accessed via a 20-feet wide right of way that meanders through the peninsula offering residences on both side of the lane waterfront access from rear-yards. The terrain follows the coastline and is irregular establishing a unique community of a variety of house sizes and styles. Most homes are built at non- conforming locations, many do not meet required setback and several properties appear to exceed allowable lot coverage. The requested relief of 2.2% excessive lot coverage over the allowable 20% will not create a noticeable or undesirable change in the character of the community. Page 3,November 18,2021 97556,Rosen SCTM No. 1000-115-11-16 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant.to:pursue, other than an area variance. Presently,the.site is developed at 19.5% lot coverage so, virtually any increase in the expansion . of 'the existing dwelling will require variance relief. 3. Town Law 4267-6(3)(b)(3). The variance granted-herein is mathematically substantial,..representing.11%o relief from the code..However,most of the proposed renovation is within the existing footprint and the,applicant proposes a very modest addition of 425 square feet.of living space 4. . Town.Law 4267-b(3)(b)(4): No evidence, has been submitted to suggest that a.variance'in this residential community will have an adverse impact on,the physical or environmental conditions in the neighborhood. The.. applicant must comply with Chapter 236 of the Town's Storm Water Management Code, 5. Town LAw.4267-.b(3)(b)(Q. The difficulty has been self-created. The applicant-purchased.the parcel after.-the. -Zoning Code was in effect and it is .presumed that the applicant had actual or constructive_knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of additions and alterations to their singlefamily dwelling resulting in 22.2 percent lot coverage while preserving and protecting the character of the neighborhood and the health,safety and welfare.of the. community. RESOLUTION OF THE BOARD:In considering<all of the above factors:artl'applying;the balancirig.test under:Nevs+. .." York-Town.Law 267�B,rnotion:was offered.by)Vlember Plangm,.e seconded:by Me ritigr Lehrierf;_and duly carried, ;> GRANT the variance as applied.for,and,shown:gn th-'Site"Plan and Architectural Drawings`illustratmg the existing:= conditions.and proposed work designed by Mark Teith Schwartz,Architect labeled'S;l a&b,tfi-1:through: 4a,A-5,through A-7:and.dated.May 26,.2021. SUBJECT TO THE FOLLOWING CONDITIONS.: 1. The issuance,of a Wetland Permit from Town of.Southold Board of Trustees. 2. Installation'of a new Innovative Advanced (I/A) .Sanitary System as approved by the Suffolk.County. Department of Health Services. 3. Prior to receiving a building permit,the owner(s)of the subject property cited herein must sign a statement acknowledging: a. That the applicant(s)have read this determination and understand the limits of the variance relief granted herein; b. That the applicants)will immediately contact the Building Department if a demolition, as defined by Section 280-4 of the Town Code,i occurs during construction, or any construction undertaken in any other way exceeds the scope of the approvals granted herein, or the issued building permit; c. That the applicants,are aware that the Zoning Board of Appeals retains jurisdiction until the issuance of the Certificate of Occupancy and has the right, after a public hearing,to modify, suspend or revoke such NOTE: Section 280-4 of the Town Code defines"Demolition"as any removal of a structure or portion thereof,where the total cost of the reconstruction of the structure or portion thereof exceeds 50% of the market value of the existing structure before the start of removal. ' Page 4,November 18,2021 #7556,Rosen SCTM No. 1000-115-11-16 approvals or any term or condition thereof or to impose thereon one or more new conditions,pursuant to Article XXV, Section 280-141 of the Town Code. This approval shall not be deemed effective until the required..conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above.conditions'be written into.the Building Inspector's CeYW cate.of Occupancy, when.issued The Board reserves the right,to.substitute a similar design that,is de minimis'in nature for an alteration that does not increase the degree of nonconformity. Any-deviation from the survey; site plan andlor architectural,drawings cited in.this decision will result in delays and/or a possible denial by the Building Department of a building permit_:and may:required new application and public hearing`before-the Zoning Board of Appeals. Any deviation from:the variances)granted�herein.as.shown on the architectural drawings,.site plan and/or survey cited.above, such-as alterations, extensions,';or.demolittons,,ore not:authorize'',"Oerthis application-when involving. noncon ormzties=under the zoning code This actzoii does not au"!horize,or condi�ne'any current or futureuse;se."tback f. , or other feature of ihe4ubje t;property that rriiiry...vzolate'the otizng Code; otheetX ttn such uses,..setbrrcks`:iertpiothcr, ;;.:.. at res:as:.are'a ressl addressed1�in4his irctzon '.Iri;lh event that an.a royal zs, ,pntedsirb ect to conditions;.the :.,.....f.::.u. ..•..... .. .. gip,. PP.:..:.,.:.Y :. -.. '. a . roxalshall.not_be,dee�xied.e ectzve.:until=the re: aired'coridilia:ishtrve_lee met;>artd allure;to:':eorrt'`I`:` lier�eit .: ', ;:.. . . Ply.`:.••.... .... wz r er thr a `rovalwn d'vo 11 e d ult.-an- al . s _ P p .'. .... .. .::.. he:` -oc)�i' .. e:T`: 'ofsaithod 'n .:�ariaYce ....ariteih;'l` :.t `', :. ' Purs.uan#'to C�a G: 4." #h owm, ter 280-14.6 Qf t ;Bo r 'of.A ais°aha'lih c'ome'nult:andvoid:wlYerea';CeYtYfeatefLcit anc.: has::u� .. . ........ . i :. :r:'.::'!:`..:.;.':': -k::�:.:.:'.:i`...`.: :.a'.:i.e:y,:.'r ,�.`.._;._,•..,.<,o:'•�i:y>',..,)': •i e...:Y•.,....::t:'• :.}.::..:'.i:-- ro:cur..ed''an °/o%:a sti divis�on:tria bas.:not::he--eb:'ied with':;>r 'e=.Suifok,:Coun .:.'GYerk=with'y ;tree p: - 3: ears from the date suh'vrYace<was: ranl�ed Tbe.: o' rd off': 'ea' ;' 'o < t `:`ot :writ>veri:.... ( ).Y . g. PPa P request'prior to the dte:of ea�piration, grrit an.exteri'sion not.to exceed the (3) con'secuttrve:one: (1).year terms. Note of the Board: Ayes:Members Weisman (Chairperson)Dantes,Acampora,Planamento and Lehnert. This Resolution was duly adopted(5-0). Leslie Kanes Weisman, Chairperson Approved for filing #/ 9�3/2021 ZONING BOARD OF APPEALS Town Hall Annex, 54375 Route 25 P.O.Box 1179 Southold,New York 11971-0959 Fax(631)765-9064 Telephone(631) 765-1809 ZBA FILE: #7556 NAME OF OWNER OF SUBJECT PROPERTY: SCOTT ROSEN&LORI GOEDERS ROSEN PROPERTY LOCATION: 850 Lupton Point Road, Mattituck,NY DATE OF ZBA DETERMINATION: November 18, 2021 SCTM No. 1000-115-11-16 PROPERTY OWNER'S STATEMENT I/we,the undersigned,am/are the owner(s)of the property cited above and acknowledge that I/we: 1. have received and read ZBA determination number: #7556 Dated:;November 184-2024; 2. understand the limits of the variance relief granted therein; 3. agree to immediately contact the Building Department if a demolition,as defined by Section 280-4 of the Town Code,occurs during construction,or any construction undertaken in any other way exceeds the scope of the approvals granted herein,or the issued building permits; 4. know that the Zoning Board of Appeals retains jurisdiction until the issuance of the Certificate of Occupancy and has the right,after a public hearing,to modify,suspend or revoke such approvals or any term or condition thereof or to impose thereon one or more new conditions,pursuant to Article XXV,Section 280-141 of the Town Code; 5. must submit a signed and notarized copy of this statement must be submitted to both the Office of the Zoning Board of Appeals and the Building Department prior to my/our applying for a building permit; 6. that the Building Department will not issue a building permit without receipt of this signed statement. Print Name of Owner(s). Signature of Owner(s) . Dated:_ lew Zz ted:, Sworn to before me this 7 day Sworn to before me this_ day of e 6r Vim_20 ?!v of Fe �y- D o--y y 20 �-2-- Notary Public Notary P Pqlic 1-03 ;s;1tE3 6i{�!va Y®�: I� $Ff}/ raF�ll�,bi".o!s�of New Yak ak a. s}{ell}Ei�c r , 14%018C61 4762 i_ijq}ifie�j lip ti;uifolk County-,,,, 11` ' t13 li#�ly ��e+�nty CspNxiss0i F'0 rm QeiW23, lot BOARD MEMBERS - Southold Town Hall Leslie Kanes Weisman,Chairperson ��� $0UTyOI 53095 Main Road•P.O.Box 1179 h O Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) _...Nicho_1,as.Planame`nto. .,, _ �ij'CD Southold,NY 11971 ` .. !. u , �aL jv http://southoldtownny.gov } MAR = 4 2022 z. .ZONING BOARD OF APPEALS TOWN OF SOUTHOLD t'' �� *'"T' 1`n `T_>. Tel:.(631)765-1809 Fax(631)765-9064 T 0 Y G•J..C'Q�) I.S OF t:' i„Y���LD _ .. March 3;2022 ,. Lisa.Poyer Twin Forks Permits, . 288 East Montauk Highway: Hampton Bays,;NY 11946 Re:. De Mimmus Request;File#7556. Scott& Lori.Rosen SCTM No. 1.000-115-1146 . Dear.Ms. Poyer; We are in receipt of your correspondence dated.February. 22, 2022,requesting a de miniinus approval_for ro`osed additions.-and alterations`-to-a sin le ily dwelln - - - Oriahe submitted amended site plan,dated February 1`7,202'2;,and;inyouur letter you indicate.ahat the applicarif. proposes to update.the side.yard additionao the dwelling facing the easterly property aiiie td'a more land and location, away from the waterway(Deep Hole;C".reels),as recommended byahe.Southold Town Board of Trustees. These amended iriiprovethehts have resulte_d to.uo:change to the apptr0.v0 lot coverage,.but have,created anon= conforming side yard setback of 23.9 feet,*vsrHere 25.feet is required: Since the aforementioned improvements are located more landward;'further away.from the waterway, lot coverage has not increased, and the amended Imp rovements_uphold t'he intent ofZBA.Appeal No. 7556;I have determined that your request is de minimus in nature. Please be advised that.all conditions will still apply. Contact us if you have any further.questions.or concerns. I will:instrmt the office to.send a copy of this letter and your request.to the Building Department. Si ere eslie Kane ;Weisman Chairperson cc: Michael Verity, Building Department KEF MIN FORKS 288 E. Montauk Highway Hampton Bays, NY 11946 -FEAMITS 631-6445998 info@twinforkspermits.com February 22,2022 -Via Hand Delivery- Leslie Kanes Weisman,Chairperson Southold Town Zoning Board of Appeals 54375 Main Road PO Box 1179 Southold,NY 11971 RE: Zoning Board of Appeals Case No.7556 Owner: Scott&Lori Rosen Situate: 850 Luptons Point Road,Mattituck,NY SCTM No. 1000-115-11-16 Dear Chairperson Weisman: Please view this letter as a formal request for a de minimus change to the prior ZBA approval,case no.7556 dated 11/18/202 1. The footprint shape and proposed side addition location was shifted to a more landward location. As per these revisions,I am submitting four(4)copies of the following documents: 1. Amended project description revised 2/22/2022;and 2. Revised site plan,floor plans and elevations as prepared by Mark Schwartz&Associates last dated February 10,2022. The proposed revisions include updates to the footprint of the proposed western addition and the location in relation to the existing structure. There is no change to the original approved lot coverage which sought relief from Article XXUl, Section 280, Subsection 124 for relief of 2.2%(425.4 sq.ft.)for a total lot coverage of 22.2%(4258.8 sq.ft.)where 20%(3,833.38 sq.ft,)coverage is the maximum allowed. Please review the enclosed materials for the requested de minitnus revision to the site plan. If you have additional questions regarding the overall project,do not hesitate to contact this office. Thank you. Sincerely, cy.-124-- Lisa Poyer Principal Planner Board of Trustees 4 February 14, 2024 En-Consultants on behalf of NORTH FORK PROJECT, LLC requests a One (1) Year Extension to Wetland Permit#10084, as issued qn February 16, 2022. Located: 5775 Mill Road, Mattituck. SCTM#: 1000-106-6-3 6m&ii4, L(';L-- /lj�w�� iy UORIENTAL UNICORN, LLC requests the Final One (1) Year Extension to Wetland Permit#9833 and Coastal Erosion Permit#9833C, as issued on March 18, 2021. Located: 860 Willow Terrace Lane, Orient. SCTM# 1000-26-2-47 /k t c5h"�_— 471XVV'e_A3 En-Consultants on behalf of KENNETH MADSEN & MICHELLE HARMON-MADSEN requests an Administrative Amendment to Wetland Permit#10359 to eliminate to proposed 8'x12' spa and to modify the dimensions and configuration of the proposed deck and swimming pool to increase the minimum wetlands setback to the proposed deck from 65 to 76 feet, resulting in a proposed 1,507sq.ft. deck (in place of existing 732sq.ft. deck), and 12'x39' swimming pool. Located: 1425 Meadow Beach Lane, Mattituck. SCTM# 1000-116-7-6 69 lei A i l 6J. Mark Schwartz, Architect on behalf of SCOTT ROSEN 8� LORIG:O. RO v requests an Administrative Amendment to Wetland Permit#10071 for the addition of a buried 500 gallon liquid propane tank; install an A/C condenser on south-west side of dwelling; remove existing generator slab and relocate for a new propane powered generator on north-east side of dwelling,dhe-as-builtjower-dack.on-th-e=saaward=east side has been reconfigured-and-cut backaby=2'3'L^and also on the southern side (angular ortion ±5'8"fur her from t ater with the approved 267s ft. square footage p )-`� PP q• q 9 remaining the sameand-sbuilt58xhot tub omupperzeck*C6catediP850tLuptonl Point oad Mattitge0. ffijM#31(00:0 1i1t5 1i1PS1[6 'rove� 7. Eastern End Pools, Inc., on behalf of MARK ALBERICI requests an Administrative Amendment to Wetland Permit#9975 for one 91sq.ft. total patio, in lieu of the previously permitted patios. Located: 115 East Side Avenue,' /M-att'ituck. SCTM#: 1000-99-3-19 �G e�01 L�r'�2, �o/Z✓�/j}s SJ /T ill ot Inter-Science Research Associates, Inc., on behalf of MIMN HOLDING, LLC c/o NICHOLAS NOTIAS requests an Administrative Amendment to Wetland Permit#10459 to construct a 4,710sq.ft. two-story dwelling in lieu of the originally proposed 5,144 sq. ft. two-story dwelling; construct a 910 sq. ft. pool in lieu of the originally proposed 960 sq. ft. pool; construct a 2,750 sq. ft. covered and open terrace in lieu of the originally_proposed 2,907 sq. ft. covered and open terrace; construct a 460 sq. ft. entry and mudroom t SCTM#1000-115-11-16 DESCRIPTION: TOTAL AREA LOT COVERAGE: z PROPERTY: 19.166.90 SO,FT. 0.44 ACRES Q �I 1 ESTIMATED AREA OF 1 GROUND DISfURBANCB 8000 SQ FT. DEEP HOLE HOUSE: 2888.2 SO.FT. 15.0% Lu 1 ' \9°2,, CREEK , GARAGE: 4822 SQ FE. 2S% 6' UPPER DECK 6402 SF 3.3% Ol' LOVAR DECK 180.8 SF 0.9% FRONT PORCH: 53.0 SO.FT. 0.3% 1 SEPTIC SYSTEM IoI.6 DRYWELSS - \ DgLY \ V`/t' m �D ` w P ER TOTAL 4226.2 SO.FT. 22.016 30.9' \ LO K \ D C cAR UPPER DECK METES AND BOUNDS BY: T. EASON LAND SURVEYOR GENERATOR 21.8• �, 1 DATE: 1/27/21 — O X 51-81 x 291 O O CONDITSUENSOR HOT NH TPRN4 - ALL 3 20.2, Tv -1/2 STY.HOUSE FIN.FL 19.62 z m O a' ELECTRIC EL ....................... METER CD kn �O ' 16•X9 MAS-PATIO b 00 seal 5'MG cq °1 ! GARAGE / ///EEEL �o SLAB 18.89 EL / ;O, /76 El ' /I`'�L EX CONG APRON �O�. �EL EL p / 6d � '` � Bg al 17 D� v°'e GRAVEL ¢ I DRIVEWAY •1•' SITE PLAN ti ,g SCALE: 1" = 30'-0" r ° UNDERGROUND g'J ELEGTRic 4� E El o u 5 O �F EL 19.0] �EL . 18.66 � lmuiv F VOLE O �O w u�zo z °1� #' Oa C4 JAN 2024 T. DRAWN:MH INS .. - ��•� r scntE: --- -.aac® ^. JOB 9: 1 SHEET NU NUMBER S-1 b 9_ 1 e ^:.. _ s. ai.. boa. .65a""_` ..�••.. `ti ovo'd� .." � �:; '�:,• w•4;'t 1 o- H•1..•.;' _ 11"1t'«-'� _ .:~I•f•ll�'S� ;e`oolll 91/I�.- .' �ij 1111.111°1j.� _ ...g1g111 •11•�... ��`�11 Illp'���,. :•q\1 111Vj�w :��1 Ij��r.�• _ ...•,�N p°�-.,�yz A':�� .��Rm."•B�T,:�nMS8LC4^.`.C�' "3214.S4:SRP.RSA ",..`aJ•IIAl^..T &ARS'.^.T.,'^`•TLoI.'t.�''S�.t'LL•Sl��>.LS•SSI.?&.•'...d2Y.1'3?TM.'^s:�!!d`SR'.^G»[»`.h'"k'•.'^n;*�`73a"'�^..».^`'".K`"�`k'::SS3.`�'Y2\Y`kC?X?X,`.'.S.9J1�4'�.:T',,."'�Ai���. = •fa•dl § BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO. 10071 DATE: FEBRUARY,16,2022 _ ISSUED TO: SCOTT ROSEN&LORI GOEDERS ROSEN `C PROPERTY ADDRESS: 850 LUPTON POINT ROAD,MATTITUCK SCTM#: 1000-115-11-16 F; AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in �• K accordance with the Resolution of the Board of Trustees adopted at the meeting held on February 16.2022,and , p. ddf in consideration of application fee in the sum of$250.00 paid by Scott Rosen & Lori Goeders Rosen and subject-to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees a authorizes and permits the following: H Wetland Permit to construct additions and alterations to the existing 3,742.1sq.ft.dwelling f_ consistin of a landward side 27'z7' (184.5sq.ft.) addition; an approximate 25'x28'varying dimensions(302sq.ft.)addition onto the southwest corner of the dwelling; construct an 3 : =' approximately 141x5'varying dimension 29.6s ft. addition to the existing 747sq.ft. upper level deck that will have approximately 310sq.ft.of deck removed in order to accommodate the y addition to dwelling; for the existing 267sq.ft. lower deck to remain; construct a 22'x22' second story addition; relocate existing bilco doors to accommodate new addition; remove existing 1 <01 - � septic system and install an I/A septic system; install gutters to leaders to drywells to contain • � roof runoff; and to install a row of staked hay bales and/or erosion control silt fencing; �,�' establish and perpetually maintain a 15'wide non-turf buffer landward of the bulkhead; and as depicted on the site plan prepared by Mark Schwartz&Associates,received on February 11, 2022,and stamped approved on February 16,2022. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and thesex -I'• v R presents to be subscribed by a majority of the said Board as of the 16th day of February,2022. l' • Iliior w sLL'.gq°It �OgUt:FO(�-co � � ��•_?�o �' �•;' � � �L tit t2 .�,-.;.eo7^, Lit LPL � `h� y �' G u•'��, ''' -";3��"uulos��:�:sz.^cs :sL^cua�ta.:�:,era-�ac�:E•�vu�ae^.. .�i,�.��rscz�[;.�s.�,^--<:... ;_::;.::�s„3-sri�y�.s�va�.�.•-sam:. �:�:�.,�i;;cVa;w��, �yJ ' �•` .. Leo j`�� _L• �.. y�yy 7 II_ �r/°` 0�,.. _ � \::�• - 'd�:If H;•:r` - .r;::1/ laa; - I'a::;:ff4 Ia�:�i:Y jc `, ,•'a::::.ba�f�� _`�`"� ..•S°as lao;:•f - .'��� 1���,... A-'d:f.:,•a:::%^ ' .:�='f" -'1•...� - _ '',�•,,•l. _,:ij9% Glenn Goldsmith, President e QF so Town Hall Annex V' �®A. Nicholas Krupski,Vice President �® �® 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly Elizabeth Peeples rs Telephone(631) 7_ ,� 8'2`, Fax W&I ?1. Irou BOARD OF TOWN TRUSTEES 41 NOv TOWN OF SOUTHOLD 40 , 71 CERTIFICATE OF COMPLIANCE' #2190 C Date: October 31, 2024 THIS CERTIFIES that the construction of an approximately 69.4' long 2.5'tall masonry stone retaining wall with 10'wide built in stone stairs approx 26 9'from bulkhead; addition of approx 48 cubic yards of fill/topsoil to grade area above to meet top of wall; installation of an approx 40 4' long 2 5' tall masonry stone retaining wall approx 8'from bulkheadgrade approx 500sq ft area below and cover with stone chip; removal of existing deteriorating wooden stairs and replace with stone steps set in grade; planting of area between stairs with non-turf ground cover mix such as creeping thyme, golden oregano creeping phlox; planting of area between retaining walls with perennial beach mix and grasses; planting top of upper retaining wall with evergreen shrubs perennial mix and grasses,• revamping of reduced lawn/turf area above upper retaining wallplanting perennial mix around foundation of dwelling and deck;plant evergreen screen between generator and east property line; installation of 33 linear foot stepping stone path along east side'of dwelling; installation of 46sq ft of stone chip around equipment area on east side of dwelling; installation of a 10' 4 7/8" of 4'high welded wire fence with gate on east side of dwelling; installation of approx 20' long evergreen hedge along portion of west propeM line At 850 Lupton Point Road, Mattituck Suffolk County Tax Map#1000-115-11-'16 Conforms to the application for a Trustees Permit heretofore filed in this office Dated February 22, 2024 pursuant to which Trustees Wetland Permit#10569 Dated April 17,2024,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of an approximately 69.4' long 2.5'tall masonry stone retaining wall with 10'wide built in stone stairs approx 26 9'from bulkhead-, addition of approx. 48 cubic yards of fill/topsoil to grade area above to meet top of wall-, installation of an approx.40.4' long 2.5'tall masonry stone retaining wall approx 8'from bulkhead grade approx 500sq ft area below and cover with stone chip;removal of existing deteriorating wooden stairs and replace with stone steps set in grade; DIanting of area between stairs with non-turf ground cover mix such as creeping thyme golden oregano creeping phlox; planting of area between retaining walls with perennial beach mix and grasses; planting top of upper retaining wall with evergreen shrubs perennial mix andgrasses; revamping of reduced lawn/turf area above upper retaining wall; planting perennial mix around foundation of dwelling and deck; plant evergreen screen between generator and east property line; installation of 33 linear foot stepping stone path along east side of dwelling; installation of 46sq ft of stone chip around equipment area on east side of dwelling; installation of a 10' 4 7/8" of 4'high welded wire fence with gate on east side of dwelling; installation of approx 20' long evergreen hedge along portion of west propegy line. The certificate is issued to SCOTT&LORI ROSEN owners of the aforesaid property. Authorized Signature gUFFOtk B I D G DEPARTMENT- Electrical Inspector 0O ,IQn� 2 6 ?n7� TOWN OF SOUTHOLD n all Annex- 54375 Main Road - PO Box 1179 ' 'o BUILDING�I'_�! -rMA��neOn' r' Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr pnsoutholdtownny gov -- seand(a-Dsoutholdtownnv.. ov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN IN R CATION (All I�nffor��mation equired) Date: Company Name: C C ��C— p Y Electrician's Name: I(1(1 License No.: Elec. email: .c4-16CunCy Elec. Phone No: Zq I 01 request-an email copy of Certificate of Compliance Elec. Address.: (a'4(0 ()et,6 JOB SITE INFORMATION (All (Information Required) Name: S(204 (�0se Address: �O l� I ICAI Cross Street: Phone No.: Bld.g.Permit#: email: Tax Map District: 1000 Section: }15 Block: I Lot: 1. ...: LJ BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: YESEq N'O ❑Rough In Final Do you need a Temp Certificate?: �Y �S ❑ NO Issued On I, ZO 23 & Temp Information: (All information required) Service Size f Ph❑3 Ph Size: A # Meters Old Meter# ❑New Servicer-1Fire Recon ctF]Flood ReconnectOService Reconnect nderg round 00verhead # Underground Laterals "� 1 - 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION ( e- �03(�OI wwwm.:------------------------- o�oSufFoc,��oG BUILDING DEPARTMENT-Electrical Inspector ram'„ TOWN OF SOUTHOLD & Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631)765-1802 3OLVI Temporary Certificate # S Date 2023 Customer Name o e,r Electrician Name Address SSD ,%k a G Phone -5I Lf 9 3 e-mail a-mail !t� c le e4y I VA c. Dive Phone License# fA9 360,2!57_ Size_,2QQ A Phase l Overhead Underground #of Meters / Remarks #of Underground Laterals U1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 da m.the date above. Authorized by ----=>� =--------- ® < BUILDING DEPARTMENT-Electrical Inspector o t TOWN OF SOUTHOLD y • !� Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 Telephone (631) 765-180 Temporary Certificate # 2 Customer Name S Date V1 2023 Address $,, a Electrician Name e-mail [t G• Phone 3 Lf 3 2.c? Phone e-mail e Size c • l Yvi License# O 2S .O A Phase Overhead Remarks Underground #of Meters #of Underground Laterals 2 New "H" Frame or Pole H p Was work done on Service? Y/N - Fire Reconnect Flood Reconnect Old Meter# Application for electrical service equipment is on file with the town of Southold.On thece Reconnected applicant's notification complete,the town will conduct a premises inspection of the service equipment. n that this installation is This verification is valid for 90 da m the date above. Authorized by � r-u B I D G DEPARTMENT- Electrical Inspector t Q��S�EFOLkcO ,IQnl � � � TOWN OF SOUTHOLD BUILDINGS ^Hall Annex - 54375 Main Road - PO Box 1179 •�, 4 -r+��o^ Southold, New York 11971-0959 �y�• �p�` Telephone (631) 765=1802 -'FAX (631) 765-9502 rogerr(c�southoldtovvnny qov -- seand(d�southoldtownny.gov APPLICATION FOR ELECTRICAL.:INSPECTION ELECTRICIAN IN , RMATION (All information equired) Dater Name: Company Electrician's Name: i nD , S Elec. email: v►nO �(a cl le lel �C.1•l1C•C01'� License No.:�']E Elec. Phone No: �� yq3 IZq 1 ❑I request an email copy of Certificate of Compliance Elec. Address.: 6440 ( ,) JOB SITE INFORMATION ((All (Information Required) Name: SCOW Rosen � Address: (2�0O L) Cross Street: Phone No.: Bldg.Permit#: L) L) (0 email: Tax Map District:: 1000 Section: Block: l 1. Lot: BRIEF DESCRIPTION.OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage. Circle AII`That Apply:' Is job ready for inspection?:' 0 YES [9�NO 0 Rough In Final Do you need a Temp Certificate?: P_/' YE8 NO Issued On I,��O & Temp Information: (All information required) Service Size 1 Ph❑3 Ph Size: (2 y A # Meters = Old Meter# ❑New Service0Fire Rec( npectF]Flood ReconnectOService Reconnect[]Onderground Doverhead # Underground Laterals " 1 2 I H Frame L I Pole Work done on Service? Y "N Additional Information: PAYMENT DUE WITH APPLICATION r�G OI PERMIT# Address: Switches . Outlets GFI's c� z Surface 1 Sconces ` I 2z Ss I ' too— 1 H H's 1 V3 UC Lts Fans Fridge HW I � v Exhaust Oven I /I p Dryer Smokes DWI Service I Carbon Micro Generator 1 Cool<top Transfe�V Combo NV AC AH I� Mini �S � 6 ev Special. l � a. efkc Comments 1 go Nunemaker, Amanda From: Nunemaker,Amanda Sent: Monday,June 14, 2021 1:56 PM To: 'mksarchitect@optonIine.net' Subject: RE: 850 Lupton Pt Rd Mattituck No,that's okay. Just be aware that if we go out there and it becomes more than what the plan shows,there may be a chance it will be a demo and it will have to go back to the Zoning Board,Trustees and any other agency that will require approvals for this project. As of now, it appears to be under the 50%value. Thank you! From: mksarchitect@optonline.net<mksarchitect@optonline.net> Sent: Monday,June 14, 20211:54 PM To: Nunemaker,Amanda<Amanda.Nunemaker@town.southold.ny.us> Subject: RE:850 Lupton Pt Rd Mattituck Correct...as you may have seen...most of the existing will remain. Do you need a calculation or statement re: non substantial? From: Nunemaker,Amanda <Amanda.Nunemaker@town.southold.nv.us> Sent: Monday,June 14, 20211:46 PM To: mksarchitect@optonline.net Subject:850 Lupton Pt Rd Mattituck Hi Mark, I am reviewing the disapproval application for the Rosen residence for the proposed additions and alterations. I just want to confirm that this will not be deemed a demolition as per Town Code definition. Amanda Nunemaker Building Permits Examiner Southold Town Hall Building Department 631-765-1802 6 � Virus-free. www.avq.com 1 SCTM B 1000-115.11-16 A543UILT SITE INFORMATION:N: A. Ne&v D0, , DESCRIPTIO DaMW, REMOVE: ADDmON:TOTALAREA LOTOOVERAU DICAVATE Flu: -SUFFOLK COUNTY TAX MAP ID: 1000-1 1 5-1 1-I G ��' S A•Op 0 -EXISTING 3 BEDROOM I STORY HOME PROPOSED I BEDROOM FIRST AND ®xi I SECOND STORY ADDITION.TOTAL OF 4 BEDROOMS. -LOT AREA:0.44 ACRES, 19,1 GG.90 5F �,, . ,,,R• xi� -PROPERTY LOCATED AT 850 LUPTON POINT ROAD IF- -VILLAGE OF MATTITUCK,TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK -SURVEY PROVIDED BY:T.EA50N L5 DATED 1-27-2021 -VERTICAL DATUM-NAVD'1955 DATUM xia 's 0 -PUBLIC WATER,ALL HOMES WITHIN 1 5OLF CONNECTED TO PUBLIC WATER. ®� �84873 69��' -SURFACE WATER AND BULKHEAD SHOWN ON 51TE PLAN. NOTE PROPERTY HAS 3 DEEP HOLE S80V��' NY5 DEC LETTER OF NON-JURISDICTION. CREEK GENERAL NOTES: 1. EXISTING 3 BEDROOM I STORY HOME.PROPOSED I BEDROOM ADDITION AND SECOND STORY. 2. SITE PLAN AND REFERENCE ELEVATIONS TO BE USED FOR I/A OWr5 SANITARY SYSTEM METES AND BOUNDS BY:T.EASON LAND SURVEYOR �N \\ \ \ ,r/0 \'\ Ir IC I� r1Ji I� CONSTRUCTION ONLY.EXACT PROPERTY BOUNDARIES,UTILITY LOCATIONS AND ELEVATIONS ARE NOT GUARANTEED. DATE:1/27/21 \ \ o 10 ,D 3.REFERENCE ELEVATIONS BASED ON PROPERTY SURVEY 4.ON51TE UTILITY MARK-OUTS TO BE PERFORMED BY CONTRACTOR PRIOR TO �JUN 2 7 2022 PERFORMING SITE WORK. 5.SOIL TEST HOLE DATA PROVIDED BY MCDONALD GE05ERVICE5 DATED 3-17-2021 G. EXISTING WASTEWATER PIPE TO BE RELOCATED AS SHOWN BY LICENSED PLUMBING CONTRACTOR. \ \BUILDING emaDEPT °'dam 1 WN OF SOUTHOUTHOLD Q O1Y'/ � \ PROPOSED I!A OWfS SEPTIC S 4 BEDROOM RESIDENCE SYSTEM FOR UP TO : T EXISTING O FF \ 1. ONE(I)HYDROACTION AN-400 I/A OWT5. W O Io+� + + LOWER DECK - oFF EXISTING ' LIP " \ \ 2. ONE(I)HYDROACTION BLOWER,VENT AND CONTROL ASSEMBLY. U / UPPER DECK 3.THREE(3)8.5'X 4.75'X 4'EFFECTIVE DEPTH LEACHING GALLEYS Z "'4' \� \ /fib 4.ONE(1)8.5'X 4.75'FUTURE EXPAN51ON GALLEYS W Z „\ 12T c�I \ OOa GENERAL SANITARY SYSTEM AND INSTALLATION NOTES: OUTDOOSHOR \ � \mo/ %Uwe\ / V 1 DEPARTMENT OF HEALTH STANIDARDS GNED o CDH50 4 BEDROOM HOME PER O SUFFOLK COUNTY U) Z IMPROVED-PUBLIC WATER 202 \ \ 2. SANITARY GRAVITY DRAIN PIPE INVERT TO B L E RELOCATED AS SHOWN AND BE 4-INCH CAST IRON W L V BNOW RAND R FORMERLY TRUST EXISTING \\\ \Q OMe� IMPROVED-PUBLIC WATER AT FOUNDATION PENETRATION AND 4-INCH PVC 5DR35 DOWNSTREAM OF FOUNDATION. LZ O I.1/2 m-HOUSE C ��`'Ew / NOW OR FORMERLY 3. I/A OWT5 SHALL BE TESTED FOR WATER TIGHTNESS PRIOR TO ARRIVING ON51TE USING THE /EXISTING TREE TO REMAI ET CAROL FIN.FL 15.62 METHOD APPROVED BY MANUFACTURER. LU P / BLE TRUST E TRU PROP.1E 17.Ct MITCHELL REVOCABLE 4. THE DESIGN ENGINEER SHALL OVERSEE THE OWfS DURING EMERGENCY INSTALLATION AND (n ? � 6xuT. SYSTEM STARTUP. EXISTING TREE IS IN POOR LI / CON j�� - / 5. THE OWT5 INSTALLER SHALL BE LICENSED,HOLD AN ENDORSEMENT FROM 5CDH5 AND BE A J Q CONDITION. REMOVE AS v _......,i „�• HYDROACTION AUTHORIZED INSTALLER. O NECESSARY. / _ APPROXIMATE LOCATION OF EASTING j G. THE OWES INSTALLER SHALL REGISTER THE ONSITE TREATMENT SYSTEM WITH SCDHS. THE L0 EXISTING TREE TO REMAI Q / CESSPOOL(S)TO BE PUMPED AND REMOVED DESIGN ENGINEER SHALL PROVIDE CERTIFICATION DOCUMENTS AS REQUIRED BY SCDH5. OD OR ABANDONED PER SCDHS STANDARDS. EXISTING i 7. AN OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND THE GARAGE 1 I SEWER LINE TO BE RCONTRAED BY SLAB i8.89 roPwn / LICENSED PLUMBING CONTRACTOR PROPERTY OWNER SHALL BE PROVIDED TO SCDHS FOR I/A OWES. ry LOCATION 8. A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF THE OWT5. i 1B �•q ,s� - / I 9. WATER SOFTENER BACKWASH SHALL NOT BE FLUSHED TO PROPOSED SEPTIC SYSTEM. - X coNC.APRON y 18.66 EL r i 10. CONTRACTOR 15 RESPONSIBLE TO OBTAIN TOWN BUILDING PERMITS AS NECESSARY PRIOR TO `OWE 18 tar Ta _ // EXISTING OVERHEAD EXCAVATION INSPECTION REQUIRED INSTALLATION OF THE PROPOSED SEPTIC SYSTEM. .' I '�r /j Et£c1RICAL SERMCE 1 1. THE WASTE PIPE SHOULD BE PASSIVELY VENTED THROUGH THE HOUSE ROOF VENT.THERE \ ' ' FOR SANITARY SYSTEM SHOULD BE NO HOUSE TRAP INSTALLED. PROPOSED HIDROACIIDN ..- • / CONTROL PANEL,AND BLOWER BY HEALTH DEPARTMENT LEGEND .�fING GRAVEL CI-CAST IRON LP-LINEAR FOOT NEWAY XISTING PUBLIC WATER SERVICE TO %/ CO-L T LP-LEACHINGPOOL ` rj Wr REMAIN AND BE MARKED OUT. NOTE CP-IXISTING LSTiNGSANITARY CESSPOOL MAR-MAwMUM M RELOCATE AS NECESSARY IF 10-FOOT CTG-CUT TO GRADE MIN-MINIMUM " , - ' i ^ SETBACK CANNOT BE ACHIEVED. Design Professional's Certification Required. Da-DE`TRIBUTION BOX OWT5-ON5NE WASTEWATER TREATMENT SYSTEM z O^D ,! V EL-ELEVATION Pr-PERCOLATION TEST V -d'M 90_ x'^ Submit P.E.or R.A.Certification For EX-EXPANSION POOL 5CDH5-SUFFOLK COUNTY DEPARTMENT OF HEALTH 5ERVICES �M 5(1S ,,I: 6,� ROPOSED HYDROACTION The Installation and Construction of the Sewage Disposal System ems-EXISTING 5T-TESTHOLE (n C / GE-GRADEFINISHED ELEVATION ELEVATION TH-THRUST E OFj a LEAN-400 I/A OWES. Use Form VJWM-073 GE-GRADE ELEV ER D TB-THRUST BLOCK W �- O C GPO-GALLONS PER DAY V-VENT EL HEGE-HIGHEST EXPECTED GROUNDWATER lYP-TYPICAL 9.DT LH� Abandonment of the existing sanitary system must be in VA OWT5-INNOVATIVE I ALTERNATIVE OWT5 WM-WATER METER V F ROPOSED THREE (3) 4 FOOT E-INVERT ELEVATION H / / conformance with the Department's requirements. ILLI Y �w �F CROSSOVER PIPING PRECAST LEACHING GALLEYS WITH Submit completed form W WM-080 as proof L'•t a-� IULJ ROPOSED 507 FUTURE REVISED PLANS APPROVED - 3/4/2022 } Ir N / 0 EXPANSION PERMIT EXPIRES 12/11/2024 (A Q F� %`ry �_ LLJ �' ? ���� HYDROACTION I/A OWTS Nm 1�0 z �y SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PERMIT FOR APPROVAL OF CONSTRUCTION FOR A ��.� ,g I SINGLE FAMILY RESIDENCE ONLY DATE:2-17-22 SEE ATTACHMENT (S) O,' �� SCALE: 1:30 t, :• DESIGNER:TAO DATE 12/11/2021 H.S. F. NO. R-21-3217 SHEET: APPROVED SANITARY SITE PLAN o so' so' FOR MAXIMUM OF 4 BEDROOMS SCALE= 1 :30 1 \% EXPIRES THREE YEARS FROM DATE OF APPROVAL OF NEW °`010 `per B a• • 09487S SS1O��� o �,y REMOTE PLC CONTROL PANEL W/HP80 COMPRESSOR t1P80 COMPRESSOR 5CALE:NT5 CIRCUIT BREAKER NOTES: 72 ELECTRICAL PANEL Q CB Ll-20 AMPS-120VAC Q ' C&Ll BI W O U-) U � � HYDROACTION LPAN-400 I/A OVVTS, CONTROL PANEL, AND HP80 COMPRESSOR Z �MAIN BREAKER HIDROACIION W �- SCALE;:MS HOUSEPANEL COMMOLPANEL OACTION LPAN-400 FOR RESIDENTIAL STRENGTH WASTEWATER UPT0440GPD. DESIGN FOR4-BEDROOM440GPD. HYDROACTION LPAN-400 SINGLE LINE WIRING DIAGRAM (n 0 Z HYDR a Y SECONDARY SAFETY COVERS TO BE INSTALLED UNDER ALL TREATMENT UNIT COVERS. SCALE:NT5 w 0 U5E WITH HYDROACTION REMOTE HP80 COMPRES50R BLOWER ASSEMBLY AND REMOTE PLC CONTROL PANEL. PLC CONTROL AND HP80 COMPRESSOR TO BE REMOTELY INSTALLED ALONG FOUNDATION A5 5HOWN ON SITE PLAN. W d TANK TO BE INSTALLED ON LEVEL COMPACTED SAND OR GRAVEL BASE AND PROPERLY BACKFILLED PER MANUFACTURER RECOMMENDATIONS. INSTALLATION TO BE PERFORMED BY A HYDROACTION AUTHORIZED INSTALLER ONLY. SEE ATTACHMENT (S) 0 J Q START-UP AND SERVICE TO BE PERFORMED BY A HYDKOACTION AUTHORIZED SERVICE PROVIDER ONLY. O 2 DESIGN NOTES co 1-FOOT±COLLARS SHOWN 16-INCH COVER MATERIAL SHOWN: MINIMUM 12-INCHES TO GRADE MAXIMUM 24-INCHES TO GRADE 20' .......................................:.........................................:.........................................:.........................................:.........................................:...................................... EXIS FFE.19.6T 12-INCH±RISERS TO GRADE EXIS.:GRADE EL.19't EXIS.G�2ADE EL.19't CLEANOUT EXIS.GRADE EL 18.6± W/SAFETY GRATINGS EXIS GRADE EL.18't TO GRADE EXIS.GRADE EL.19't Z Go PROP IE:17.0't rn uj 4-INCH PVC SDR35 ; IE:16.0 IE:15.9 ;- ,, IE:15.8.± ��® �� ®�® ®�q� ®�� ®®® •••••••••... LI a oZ r 1 5' ........MIN SLOPE.::421�F........................................... ................ ...... . .... . • ... .... ®® ®®® C.DZ 4INCHPVCSDR35 ® MIN SLOPE;SDR3 On ®®®�®®® U ®®®�®®® ®®® - ®®® ®®�®®®® fA -=w ®®®�®® ®®®®®®® ®®�[®®®® W H w c o � n � BASE OF CHAMBER EL.12'± w En HYDROACTION LPAN-400 10 = ___ ................. ......................................................I _ .................................:..................................:.................................... a (3X)4'LEACHING GALLEYS SPACED 2-FOOT APART IN LINE w W/44NCH SDR35 CROSSOVER PIPES Q Q O MINIMUM 3-FOOT SETBACK FROM BOTTOM OF SYSTEM TO I_ ¢m GROUNDWATER Q 0 a c 5' ............................... ................................ ...........................i... NO GROUNDWATER DATE:2-17-22 ENCOUNTERED DOWN TO EL 2.T SCALE: NTS 0' DESIGNER:TAO 10' 20' 30' 40' 50' 60' 70' SHEET: HOUSE SANITARY ELEVATION PROFILE SCALE= NT5 N FIN. FL. 19.62 ��®�Nbb,1- v.cEavewaam �' fV STOVGFAOREOVLW A fY PROP. I E: 17.0'f I FLOOP SLAB OPSiRUCIUNE a EXIST. - - - - - - -- - - -- l„ENOx do CONC. � PAD ",� WATER METANK ® � F1REx90N-_ C ---------------------- 146' 6.5' a xuaxwarozoam wox r • m�'u usim�e� xr�'�"'son u�sE�wE�x rm - CLEANOUT AT FACE OF BUILDING GRADE EL. 19.7'+/- O NTS- DARK BROWN TEST HOLE INFORMATION LOAM p PROVIDED BY MCDONALD (OL) _ GE05EKVICE5 / O BROWN CLArEv PROPERTY LOCATED AT SAND N EXISTING r^ I PALE BR) o 850 LUPTON POINT ROAD (SC1 m MATTITUCK,NY 1 195 2. GARAGEDATED 3-17-2 EXPECTED AT 1:45 PM 0 Nl FINE SAND HIGHEST E%PECTED l SEE ATTACHMENT(S� (SP' GROUNDWATER 11 N SLAB 18.89 STATEMENT: LL O L� (V -TEST HOLE SHOWS NO U LLLNLLL GROUNDWATER r Z R_ LACE ING ENCOUNTERED DOWN TO r RICK KWAY N o EL 2.7' W Z _ L _ � Oz 8'dla\ 18. 21.9 EL NO GROUNDWATER w Z V EX. CONC. APRON i 18.66 EL `� ENCOUNTERED 4 deep �— — - - -- 18. 14.2 17.8 z O � DW / ! TEST HOLE INFORMATION w a O -� Q c .qg ny 1 FINISHED GRADE 00 =--- I 10' MIN COVER MIN. 1' MAX. 2' p1' 8' N PROVIDE P CTIVE E TING GRAVEL CURBING RS S ® IVEWAV c 10' MIN 4'-62 a ®®®®®®® ®®®®®® zM // a ®®®®®®® C^ c W =Lu Y l � �N TEST HOLE Q cx ~_ ? EL.19.7 N}N — . LL O X GROUNDWATER MIN. 3' o (n m �a EL LEACHING GALLERY DETAIL NOTES 19.07 SCALE:NTS cn 18.66 LEACHING GALLEY NOTE5 R� THREE(3)b.5'X 4.75'X 4'EFFECTIVE DEPTH PRECAST CONCRETE LEACHING GALLEYS DATE:2-17-22 - MINIMUM 4-FOOT EFFECTIVE LEACHING DEPTH OF GALLEY SCALE: 1:10 - MINIMUM BURY DEPTH OF COVER 12-INCH TO GRADE,MAXIMUM 24-INCH - TOTAL OF 300 SF EFFECTIVE LEACHING AREA FOR UP TO 4-BEDROOM HOME DESIGNER:TAO MINIMUM 5BACK FROM BASE OF CHAMBER TO GROUNDWATER 3-FOOT. ET SHEET: EXI5TING 501L CONDITION 5TATEMENT - LEACHING GALLEYS TO BE PLACED IN CLEAN SAND AND GRAVEL ONLY(5P,5M) '/fY/• - 501L CONDITIONS MAY VARY AND NEED TO BE CONFIRMED IN FIELD AT TIME OF INSTALLATION. UITABLE SOILS '.\5AN ITA ITE PLAN/ 0 10' 20 COLLAR AROUND OVE AND PLACE GALLEY,EXTEND EXTENDING OWN INTO IF TSHE FX15TINS ACCEPTABLE MATERIAL(5P SN SAND AND GRAVEL A D).eA AD FOOT s E= 40 0 q SURVEY OF PROPERTY SIT UA TE MATTITUCK 03 ., A. '", a.4. 'a', �` '• .FFES : ° TOWN OF SOUTHOLD GRAB 8 SUFFOLK COUNTY, NEW YORK p a•. ENT S.C. TAX No. 1000- 1 15- 1 1 - 1 6 z= UND •° ('(� z - P �I SAY • NYD e, o N RIGHT OF a : 'a „ DRY STACKED ' 00.00' SCALE 1 "-2 0' :,. :'• L�PT ' 0" E : , ' , ' .•sr wAu NOVEMBER 30, 2022 1.1 GI 7 9 '+" BELGIAN •• " DRNEWAY 1V a. : a E► •' '• BLOCK c� ! °. $ : A.44 CURB m r4 1�' .' � >> 0 9y, Q'' d AREA = 18,963 s 11, 8,0 ' C° fbU „ E �zo WATER Oy • ° 1i 4.m (TO TIE LINES 0.435 ac. NC M NO N 'j9'45.0�0�, Z 6 MAR �� �� 4 '' n 'oo y j �7 dt BULKHEAD) 00 (r► O r CQ� ()k— DEC 0 9 M? pOLP OGA �Qx, +�SUIt171'NG DEFT d \ ?ir CE 01 OF SOM" Oy �\gG 0.3'E � �o 1k6 °J 09�QG she x\ k 4.9' O CZ Kn 00 4qsQ, �� s y 0 cQOO,I Y� �'��J�O AD.3' 0 4i� �y 0 y O ,e� �' 0 s�• �0 $ CA 0�3 y' O FENCE qG N O 0.3'E. 9�9 5.6' 0 Q K O gPT1 O \ lOp OF ZS s. 0 \ p nm 4c 0 •TOP \ N O 'f Pvr M �� N1GH WATER WK g a0 M G� � W PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED l i 9 BY THE L.IALS. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND w000 gUVCe�Nflp TITLE ASSOCIATION. LO WO00 N<o�j O D �p _,.Q''Nq.� L.. w00 WP N✓A rY' r ! N\GN ' its '~ 5 6 WOOD g�vcN�° WOOD �$o Q`� j f��•.. j� K RNI O N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION p Z TO THIS SURVEY IS A VIOLATION OF SECTION 7�0 EDUCATION 2LAWOF THE NEW YORK STATE Nathan Taft Corwin III COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR +� EMBOSSED SEAL SHALL NOT BE CONSIDERED Qb �J TO BE A VALID TRUE COPY. and Surveyor CERTIFICATIONS INDICATED HEREON SHALL RUN YY ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Successor To: StanleyJ. Isaksen, Jr. L.S.TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A. In a no LS. LENDING INSTITUTION LISTED HEREON, AND P 9 9 TO THE ASSIGNEES OF THE LENDING INSTI— Title Surveys Subdivisions — Site Plans — Construction Layout TUTION. CERTIFlCATIONS ARE NOT TRANSFERABLE. 1's — y PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 42- 8 SC TM # 1000-115-11-16 DEEP HOLE. DESCRIPTION: TOTAL AREA LOT COVERAGE: 69:? CREEK PROPERTY- 19.166.90 SO. F1 0.44 ACRES I'Q E W E ESTIMATED AREA OF 8000 SO. FT. GROUND DISTURBANCE: ���1/ _�\ , , \ ;� _ MAR 1- HOUSE: 2888.2 SO. FT. 15.0 x 2 2024 �p 70,. J. GARAGE. 482.2-SO. FT. 2.5 X 6' V UPPER DECK! 640.2 SF 13 % LOWER DECK; 180.8 SF 0.9 x LOWER FRONT PORCH: 53.0 SO. FT. 0.3 x P DECK \ \\\\\ `� PR SEPTIC SYSTEM GDOM V100 - CONOD90 DRYWELLS Im FIN STY.HOUSE FL 19.62 /A 00 ..................... NERR TOTAL: 4226.2 SO. FT. 22.0 X p GARAGE METES AND BOUNDS BY:T. EASON LAND SURVEYOR .4 'A SAO 1&89 DATE: 1/27/21 00 EL M CX QW-APRON SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES GRAVEL APPROVAL OF CONSTRUCTED WORKS FOR DRIVEWAY ASINGLE FAMILY RESIDENCE SITE P LA N I — RIMC 3/11/24 R-21-3217 SCALE 1" -19 -017 Date H.S. Ref No. /0 OL 15L07 0/� g. The sewage disposal and water supply facilities at this location have been d rn Ulu" A" V I POU inspected and/or certified by this Department or other agencies and found M I 20GA to be satisfactory FORA MAXIMUM OF, 4 BEDROOMS. 0'n CRAIG KNEPPER, P.E., CHIEF Ch Office of Wastewater Management -V �N- Q. -A /IPO o� DFLAMM:%M I MS SCALE. JOB* 2,21=24EETNUMBEW SH f R - 21 - 3 217 S-1 SITE PLAN FOR HEALTH DEPARTMENT APPROVAq1 CVM CMs S D A L OPkN C TO DDAV O N Y N �O rq� $ OFFICE 3 RAMOW b 00 12,-71 oo zU as aMY78W AWSDW 22'-3W Bldg Dept copy from ZBA Final reviewed uments w ZBA File# -70 Date: / �Z PROPOSED 2ND FLOOR SCALE: 1/8" = V-0" DRAWN:MRIWM DCAIB: ,013#: 11 A-7 cY ` 92it 190 \ \ Art LOWER DECK \` ` N. / UPPER DECK _ 4W00 `� O sHcvM ef 00 2-V2 Stv.HOUSE •• O _ 1 z / 1AD 9 7 PERBE o OM rn t, / ......•.... �aumewtrm I �i �J� rho / � G� GARAGE o / � COW-MRMEXISTING SITE PLAN / \ SCALE: V = 30'-0" GRAVEL per, ' DRNEWAY VV d y from ZBA Dept copy f3lnel reviewed do uments ^ ZSA File# —7� ISO © �� Date: n,� J2 /� o'er /I 0/ 1 11°46 '.° �• g, H *�O RECEIVED 161 JUL 2 7 2021 - ZONING BOARD OF APPEALS ?p 5M=1 �� S-1a - ®---------------------------------------------------------------- -1 A 11 1 I L LL 1 11 1 T ®®®®®®®® ®®®®®®®® I I ® --- o ®®®®®®®® - — - ^a PROPOSE® WEST ELEVATION x�W SCALE: 1/8" = V-0" I v°4 a O 0000 p --—-—-—-—-—-—---—-—-----—-----------------------—-—---—-- A g ff- cl �d3 �g�3ept copy from ZBA Finol ZBd F®ei#wed_ �Cuments / 5� Date: y ®®®®®®®® ®®®®®®®® - ®®®®®®®® 4.4.....,.. EXISTING WEST ELEVATION SCALE: 1/8" = V-0" s.-.n. mB#. RUM �� r IFIN ® ® § ZW op I I it Him ml Ill IIIIIIIII E011 IIIIIIIIIHIIIIII fill I IIIIIIIII I 111N , 04>, 00 00 PROPOSED SOUTH ELEVATION SCALE: 1/8" = 1'-0" 0 0 a� Rai ZBAcnts, R m F_L EXISTING SOUTH ELEVATION. SCALE: 1/8" = 1'-0" +� T e^•ra, A-2 ..j '.��u■1/■rinii. ,.�iir� .■url��n■■1■r�■■■r�►,_ �ir ..rina I( ■■r � In■' � .�� _ .— 1�.\�ti•rl�rr/■I�■�1■4�■1r�f■��1■1�rl ,; �— ===c I= ==-I== =I■■■■r��/Ir■1[■■[ r/nr■■■■ru�/u■■�i It•r[ ` .��j �j�--=� ^.a.r�r�tice,..a.r�rana�t�s+Y�s.��e,�Ilrrrl[■!�•��-�.1[■■■�r■��rlr/■■■ �■ 1 II■rrtrl•�•%t�iii*�1�3i11�l�tiiila�■\�.� � I ——a n I 1 y-- I i[I■■■■n i�rr■r■r 1■■r■■1■ --��r■r.Z/� �■r II 1■r■1�■■■r� I■r■■1■rr/■■ q I■ ■�11 I 1■[�I!■ 1�1■�/I ■1■�/■III � ■/■1■11[�i , : 1 1!1/■II.1■■�r.rtrtr■r �a>a�---�u�■�1/��A_�[r•11 1/ [I 1 I�Ar1[■r ■rr/■■■ ur/■■■Il,i 1■■■1 1�r1 1 ■rl rrirrr■■ ■/.■Ir ILr f ■I��rl■ �r r d[I I!1 I I[�■■■11 ' 1I■■■1■1 1■■[■■1■' , � �ll■■I■�rA/r � I �■1!1�■■■1■�1■r�r ■r■ � II■ram■i 11 ■■■ N<■� it 1 ■II 1■r�r■■ rr■1■1■al /r■/r/■rr! I■/■rrra lr�l . _ � mr■ullr/.r�■n■r■ ■ 1■/rl .j ru■r�a u�q I I� ■1 �■�nur ■■r�■■/ w/■■nl � � ■■ 1 /// � 1 ■■u[�[I[/■ ■rti�l Irti■I n�■rn ■■■ Itir 1 i �� u 1 I Ir/[■■�1■ I[�rrl ■■u■I■�■rl�■■�r�■1�■ — —��■■I�irr�■�� � u I■r■Iti■■■r■■u[I■r ■ .rl. ■� n■rti■1�i ■•■ r■� sp i •����ua.u�.-n�i��n� � nu.aa�a�aacan■ [ ru�>.�.�•uuG•�G�u��aar�r�a�u.�araardl■ rr-1 1 ■I/■I�1/.■■r■■r■ I■■ ' 11■■r[■I[ ■■■ Irk( itw tW_s.��t �..yt.. ��.-_� tt—r:�—�'t�� `rlt� --.t_=- -=�t�=== t_=====�1\� I 1lII �tittirr�� : ■Ilrtiur■■■■r��l IL� ■I��rlr _ _ I�/11 •-.�� - titi��■rrr■1■I[/1■■I■■1■r�L�•..��. [�•�•...�1■[I•■1!I N•■■ � irr�.rr.�i.w.err.rrr.rya.aa��rr.r�aivarra�nrw.rrirau.a11i. �i�/�r■ti[rl{r■�llilr[ /Irlrr /�rllirf� r/IIf311r ■r/■1■■[f•1■ /■ ti■Itil■ /■u■[�1/ 1111 /■1■■[�1■�■U�/rtil■�f�r■■/!I[ I II Ir�ll • ��•�■��uur�■►r\tvrr■�.a�■1■u■r■ \i■■rul�■■r�•tr■i.�r■r■�■1■•r�uu■ i■1■rr • �[-. t � 1 t�1 ^�t��/\ %,�,•,f,�,�ojj���%`•,•�'��\j/•ice\%:r'\f\';�i✓='�:��� - - - i%m 1Ma/^r?+/ II IWY, &m12i1���1 s!i%*�.�.7✓��u7'��C�7aitw�f7+`fti��`�' .'�i'�a%"`i����/��`�� �������'�j`n'f�i • • PROPOSED EAST ELEVATION BA File 4 • - rrrrr■■■. Date: ITF11i ir 11 51 1111 Ill �6,: I[ti[Il�l�lllllrilr11 EXISTING EAST ELEVATION. l■tti■��I ;;r V 1 n�c nFCK UPPER DECK 1 1 0 DINING ROOM 1 1 CA1}iWMCUUM 1 1 II - 1 11 -- 1 11 1 ...... UPPER DECK 1 1 001 1 1 1 1 1 I KITCHEN BEDROOM 1 00 BENCH � Do 1 1 1 I W 1 1 1 1 Ilzzll zu 1 1 1 1 •-- •-- w / 0 WAMIN — O s� 00 FAMILY ROOM c1MB LNING ROOM c CATHEDRAL CEILING m V 0 1 9�i 1 ENMY =Dat _ frem Z8A �pCuments V- - - - - - - - - - - - - - 7.4 FUT CRUM BEDROOM GARAGE find . ........................................... EXISTING 1ST. FLOOR PLAN a aim SCALE: 1/8" = 1'-0" MAIR.°���` A-4 LOXWR DECK UPPER DECK a 1 , DINING ROOM I , CATH®RALCINNG 1 � n - � 11 I ,1 ...... ,DER DECK 1 I ocl I I 1 , I I KtTCHe4 BEDROOM I O Gi '- -, I---I Z U I I I 1 — 1 a SLOM TOTAL ADDITION FME (332 2 SQ.FT.) ono FAMILY ROOM PLACE LMNG ROOM p , CATHEDMCeIwG ENTRY 1 tqg motfrOm ZBA - -- - - - - - - - - - - - l=iR@l F@I/i@r� eumxnts a j �ii® Date: I JOD&I 7,RAT CE LM • ,^ BEDROOM ol TOTAL ADDITION !, 084.5 SQ.Fr.) O + a Sr660GE ........................................... EXISTING LOT COVERAGE AREA 3742.1 SF 19.5% EXISTING 1ST. FLOOR P LAN + 516.7SF BEDROOM SCALE: 1/8" = 1'-0" WITH FOOT PRINT ADDITIONS TRi,�TP.I�T`� SCATS roe.: TOTAL PROPERTY LOT COVERAGE AREA 4258.8 SF 22.2% IL A-4a W LOFT O 00 y N . xz� el o�� a 0 0 p@Ig copy from ZBA Final FeVi®wed do menu M Ile# ""7 3 bafeh - veF 6 EXISTING 2N D. FLOOR PLAN ° ' SCALE: 1/8" = V-0" A-6 SCfM#1000-115-11-16 DESCRIFnON: EXISTING: REMOVE: ADDITION: TOTAL AREA LOT COVERAGE: EXCAVATE: FILL DEEP HOLE PROPERTY: 19.166.90SQ.FT. 0.44ACRE CREEK ESTIMATEDDISTURBANCE: ITAREA GROUNDND OF AN OF 8000 So.Fr. SDEEP HOLE HOUSE: 21853 SQ.FT. - 699.0 SQ.FT. 28793 SQ.FT. I5.0% 300 CU.YD. 50 N.V0. 690 >1 CREEK GARAGE: 4B2.2 SQ.Fr. - 493.2 S2 Fr. 25% _ c UPPER DECK 747.1 SQ.Fr. 208.5 SQ.Fr. 5.6 SQ.Fr. 50.2 SQ,Fr. 28% 10 CU.YD. 5 CU.YD. \ r LOWER DECK 2675 SQ.FT. - - 2675 SQ.FT. L4% - - \ a \ FRONT PORCH: 28.0 SQ.FT. 28.0 SO,FT. 53M SO.Fr. 53.0 SO.Fr. 0.3% 15 CU.YD. IDN.YD. �y \ /�A�� \ \•/\( _' -'VRFB\ ` OUTDOOR SHOWER: 320fQ.FT. - - 32.0 SQ.Fr. 02% �/ o SFPTICSYSTEM CONVENTIONAL EXISTINGTOREMOVE NEWLASYSTEM - 200 CU.YD 150 CU.YD 10,6 • \ \ \ 6 ` IS•^, \ fq° \ DRYWELLS - - (41 Baia.4'deep - 30 CU.YD. 10 CU.YD. . .. '61,`FRO \p�.RO\F \ " ^ ,\• o '�a \`DPW \ Z2.9EX . / \ v LOWER DECK \\\N \ TOTAL 09.5%LOT COV.) 7365fF .752.6SF 425B2SQ.Fr. 222% S55CU.YD. 225 CU.YD. EXISfiNG�\-LWE`ECK \ _ ; �\\ �Ob METES AND BOUNDS BY: T. EASON LAND SURVEYOR DATE: 1/27/21 \ ` Q EXISIING4XB' �' °E \ / OUTDOOR ✓ \ INSTALL NEW STAIR O/O 3 SHOWER \ / \E`ER (DECKPORTIONTO Qy✓' - •,' \£ \ j BE REMOVED) 2o.r W EXISTING DECK EXISTING ' o \ PORTIONSTOBE 1.1/2 STY.HOUSE PROPOSE EXImNG Eq MOVED 44 h/ �FIN.FL 19.62 �ADDtTION j Prlc fYrrFM �� y + \T�,BE REMOVED / PRO SER�K( K ADS ON Wz z H C„�SCMUS W A 29.7 ✓ RRE\MENTS PAD m / ....................... f.ONC Eft �L. V1 Q r �; *� � � `� •', \ 1ST.FLOOR ADDITION QQ ' } 1� !/ EXISTING RAGE x/, TOPSOIL OSLAB 18.89 ♦ r LOCATIO N EL , I IB'73 - e'dk\ EL _ ,yda.p F EXCONC.APRON 18.66 ✓ EL 4DW?dd p 1 aye IB.O 7yQ1�i `DWG EL Ft 2ND.FLOOR ADDITION ; ^z w �g•- NEWI1ANITRO I / !j g' EXISTING GRAVEL sEPBEECws�sr LED DRIVEWAY (DESIGN BroTHERsI 90s Fa3 Qr //��- �Q a / j 1�1'r I lsr.&2ND.FLOOR ADDITI );tldg Dept copy from ZBA ` "'DR 19.07 /EL �{ I Final reviewed dooments/i 19.66 A HAY BALE OR SILT FENCING ZBA File r75 y / Z Q�� HAN LIMITS OF CLEARING TO BE Date: / p ppp Imo„ '! NO MORE T 20 FROM alC•� / / \ PROPOSED=RKAS � AO /, INDICATED ON SITE PLAN -y- Y"� i to 0 / UUU ,moo 3,a)ate , PROPOSED SITE PLAN T O �P SCALE: 1" = 30'-0" � 04 .; O ��f AWN:MH/MS �- 1 ��: ^J17l1022 iHFE7NUMBER S-1 b --------------------------------------------------------------- ®®® W o O (V MAI lV N ®®®®®®®® W11-1 ®®®®®®®® 4 ®®®®®®®® 0 PROPOSED WEST ELEVATION x °�4 SCALE: 1/8" = V-0" H o�00 00 --------------------------------------------------------- o� a o Bldg Dept.copy from ZBA ®®®®®®®® ®�® ® ® Final reviewed dacu ents CocoFile '7 ❑ ZBA * " a pats: 1 ®®®®®®®® ®®®®®®®®— ]DOI EXISTING WEST ELEVATION`- SCALE: 1/8 — 1 -0 DMWN:MH/MS SCALE JOB#: �LYY 2/I7,-022 SHEET NUMBER: Ir ° ._�- A-1 _ oVjj m O 0 'WIN I IT I 1 9 1 f I I I I I I I I I --- xo� PROPOSED SOUTH ELEVATION o Z2u SCALE. 1/8 1 0 x �j 00 0 00 o xo pf�& 12 i ilk m U a Lw3 a Bldg Dept copy from ZBA Final reviewed docu ents �1 Iva, ZBA File '-7/6S Date: u �) I ate- ._ EXISTING SOUTH ELEVATION SCALE: 1/8" = V-0" 9 DRAWN.MH/MS SCALE d�DP JOB 4: W, vnauu 'y SHEET NUMBER ra Ate, A-2 - W O ti N ❑ ❑ 4 _ ® m 1 11 11 1 11 11 1111111111 11 fit 11 V...11 1-7-17-7711 1 111111 4 u 11 1 1111111 L El w 3 xa� PROPOSED EAST ELEVATION SCALE: 1/8" = 1'-0" o 00 N C Q+ C-4 a �5� m 9 r a �e Z u d ® ® r w 3 a. F F71 F[7 Bldg Dept copy from ZBA Final reviewed a m0ents ® ZBA File Date: / / t d3 W try 0�1 z �u EXISTING EAST ELEVATION ► SCALE: 1/8" = V-0" AWN,MH„A15 :CALE.- oBp. SHEET NUMBER: 61 LOWER DECK UPPER DECK W �r 1 - � DINING ROOM CATHEDRALCEIUNG 1 � 11 1 ...... UPPER DECK 1 � 1 � 1 � Oq 1 1 KITCHEN BEDROOM 1 A� BENCH 1 1 1 1 H z V 1 1 1 1 Fr 1 1 1 1 � O W WALK-IN E.F. CLOSET o FAMILY ROOM PLACE LIVING ROOM AD 0 CATHEDRAL CEILING N 0 1 1 lam p 1 ENTRY N G ri a a � T-I FLAT CEILING BEDROOM A .1 f� PATH - GARAGE ZO EXISTING 1ST. FLOOR PLAN SCALE: 1/8" = 1'-01, °"ALF_"'J" 4; BEDROOM RAWa JOBM Bldg Dept copy from ZBA CH ETTN UMBER: Final reviewed d ents ZBA File#'75`J �_/1 Date: / / `--� ' L Iyl4,tA,Q / EXISTING LOWER DECK / EXISTING UPPER DECK \\ � z w EXISTING WALLS TO BE REFRAMED(2X4 TO 2X6) Fy / DINING ROOM CATHEDRAL CEILING �- 1 1 \ Gs pq�� EXISTING KITCHEN O C{GC!>t8 gL/kyfgps \ / 1 1 ALTERED \frggC"t II \ \ ,J. 16'-5'h" 4'-7" I 1 PANTRY II \ 11 \ A q� BUILT-IN l! Tl / --- •---• BENCH 11 p F� 1 1 1 1 (- 1 6'-1" W II WE7BAR W a • a 1 I I OPEN STAIR(OPEN UNDER) AST \ W F ——— ——— UTILITY 1 RATH E CLOSET 1 2.676 FIRE / EXISTING FAMILY ROOM PLACE LIVING ROOM �U��D�� CATHEDRAL CEILING OPEN TO ABOVE ROOM 00 II 1 11 11 � 11 , 11 I1 11 11 � ------ 0 FIAT ENTRY CLW OSET 6 74 FLAT CEILING 8'-Sy4 - -1 . W-0"/ CLOSET a o fXISTIUGB 1 D SH =_j�FDeRtAuPORCH OEXISTING il2AL6 _l" 12'-0" z�- PROPOS D 1ST. FLOOR PLA4 W-2"h" SCALE: 1/8" _ Y-011 EREDB ALT EXISTING GARAGE Bldg De FtFina Copy f SA 2BAt�;i,it viewed rom ants �3 EXISTING BEDROOM Da DRAWN:MH/MS / SCALE f VM/G� 70B 2J �f vnn_Bu sxeEr"uMaeR: ..._._ .. A-5 W Ma N o C"�� � H3 xa00 z �z o�00 0 a� �u s a Bldg Dept copy from ZBA Final reviewed docu ents ZBA File# -7 P Date: c DRAWN:MR/MS SCALE: EXISTING 2ND. FLOOR PLAN `x° ' J°�7NUMBEEL SCALE: 1/8" = V-0" _ M A-6 e\k \ p/f\n'f B A \ L \ OPEN C TO BELOW O N \ �� N OFFICE/LOFT \ky��egCk z xa zzu � o� c � C O B L ate. �.7N ' k v 00 U) 6 a F PROPOSED 2N D FLOOR PLAN SCALE: 1/8" = 1'-0" OIEAWN:MH,MS SCAM Bldg Dept copy from ZBA 7OBM VIM= Final review Mnts SHEETNUMBER ZBA File# ��?v Y� J La�_ A-7 �r �o \ a 22.fr — \ \ \ / 20.2 LOWER DECK / UPPER DECK , 1.a' A /4k8'OU7DOOR- ua .B,\ °°• O O SHOWER W✓ 20.2' 152 \ W z 1-112 STY.HOUSE ro o z z V EXISTING / C�/2 O .9 SEPnc SYSTEM / CPAD is 70 BE REMOVED o F PAD o PER SCHDS W ``4 / 6 .............. REQUIREMENTS lA Y' ry C1 / GARAGE / EXISTING SITE PLAN CONC.APRON 19.2' I � I SCALE: V = 30'-0" o r 0. GRAVEL m z DRIVEWAY EWAY / � a°' � ��� 0 90u o� F bidg[Dept copy from ZBA w ;r-inai reviewed c ents H ,.BA Fife# '7= 81 )ate: / / y • +r 6 O o DRAWN:MFi/MS 7 SCALE.'JQB2( p J SHfEi TNUM NUMBPR S-1 a REVISIONS: SCTM # 1000-115-11-16 GENERAC' DESCRIPTION: TOTAL AREA LOT COVERAGE: GENERAC r 26 kW Features and Benefits PROPERTY: 19e166.90 SQ.FT. 0.44 ACRES ne GUARDIAN® SERIES Eas Ge �� • GeneraCG-Faeedeslpn Maxlmlzesenpine"breaRtlnp"forincreased 1e01Clency.Plateauhoned cylinder engwalls and plasma moly ESTIMATED AREA OF 8000SQ.FT. LLL..VVV Residential Standby Generators rings help the engine urn Cooler,reducing oil consumption and resulting in longer engine life. • ^Spiny-lok"eastIroncylinderwalls RigidEOnstmctlonandaddedfu�fiprovidelonpenginelKe. \ GROUND DISTURBANCE: Air-Cooled Gas Engine • Efeclronic Ignition/spark advance These features combine to assure smooth,quick sterling every time. ` DEEP HOLE • Fullpressurelubricationsystem Pressurized lubrication f�lvital bearings means better performance.less maintenance,and longer engine s life.Now feats}l�4ap to a 2 year/200 hour oil change Interval. Standby Power Rating • Low oil pressure shutdown system Shutdown pidlicilon prevents catastrophic engine damage due to low oil. /^ INCLUDES: G0072900,com291-0(Aluminum-Bisque)-26kw60He • EPA Certified for non-emergency applications Allows urdllitobe used for demand response applications. \ ` �O`,, CREEK HOUSE: 2888.2 SQ.FT. 15.00/0 • High temperature shutdown PteVE tts damage due to overheating. O 4 • True Power'"Electrical Technology A P / F�6 � �/ � • Two-fine multilingual digital LCD Evolution-controller / \ F-1gq. \ O Q GARAGE: 482.2 SQ.FT. 2.5% (EngtlsNSpanish/French/Portugaese) Generator • 200 amp service rated transfer switch available ® - - • Revolving field Allows for a smaller,lightweight unit that operates 25%more efficientlythana revolving armature generator. • Eledronicpoverror - • Displaced phase excitation Maximizes motor starting capability. / \ ^ySNO O�kyFgO` ` . UPPER DECK: 640.2 SF 3.3 • Automatic voltage regulation Regulating output voltage toil%prevents damaging voltage spikes. J,(\ • Standard Wi-Flo connectivity • UL 22001isted Far your safety. TURF N • System status Si maintenance interval LED Indicators �_ F�B � k"', LOWER DECK: 180.8 SF 0.9% • Sound attenuated enclosure �� Transfer Switch(If appllc to) R � \F��p \ shy r • Flexible fuel line connector • Fully automatic Transient vital electrical loads to the energized source of power. \ pgry0 \ FRONT PORCH: 53.0 SQ.FT. 0.3 0/D • Natural Ass or LP gas operation %GEAC• • NEMA 3R Can be installed inside or outside for maximum flexibility. ee O • Integrated load anagementtechnology Capability to manage additional loads for efficient power management. • 5 Year limited warranty • Remote IDDAIRIp Mounts near an existing distribution panel for simple,low-cast Installation. • Baselascia \ Deb q� • a1 • Llated and labeled for Installation as close as 18 in 457 mm)to a Evolutiseh-Controls T structure.' ( U • TOMANUAUOFF illuminated buttons Selects the operating mode and provides easy,at-a-glance status indication In any condition. a \ \ 1b, ` !g (kNF SEPTIC SYSTEM - °Must be located away from doors,windows,andlresh air Intakes andin Ln.AlCOL uS /°11 1'CSSLC-L��� Two-line multilingual LCD Provides homeowners easilyvisible lops of history,maintenance,and events up to 50 occurrences. �RF accordance with local codes. c"�I . LISTED UCIJ Gl 7 LJ F \ "�/ \ 6UF \a/ as Sealed,raised blaNans Smooth,weather-resistant user Interlace for programming and operations. Note:CETLorCULumuotlon only aDDDuesto unbundled MR,and Unle ackaed • Utility voltage sensing Constantly monitors Utility voltage,serpoints65%dropout,80%pick-up,of standard voltage. \ \ with limited drtuit switches Unlit pacYaged with me Smad Switch ore ETL a UL temlled In the USA only, • Generator voltage sensing Constantly monitors generator voltage to verify the cleanest power delivered to the home. • Utility Interrupt delay Prevents msisance start-ups of the engine,adjustable 2-1500 seconds from the factory default setting of 5 n , ,\\•\ `\ ` DRYW ELLS - seconds byaquelllieddealer, ' ` b ..-�- ri 20.9' • Enpllla warm-up Verifies engine is ready to assume the load,setpoint approximately 5 seconds. o FEATURES m • Engine cool-down Allows engineto cool pri0rto shutdown,satpolnt approlmately t minute. y� LOWER O INNOVATIVE ENGINE DES17N A P.'ARDUS TESTING are at the head of Gen- o SDLID-STATE,Fn,'QUENCY COMPENSATED VOLTAGE REGULATION:This • Programmable exercise Operates engine to event oil seal In and damage between power outages b running the eneradi erac's success in provlding the most reliable generators possible.Generac's G- state-of-the-art power maximizing regulation system is standard on all Generac mod- A A Pe drying A P A Y A A 1 \ 5 minutes every other week.Also otters a selectable setting for weekly or monthly operation providing � UPPER a' DECK face englne ilneup offers added peace of mind and rellaDiliry for when It's needed ale.It provides aptiml:ad fAST RESPONSE to chanpirlp load condfllans and MAXI- flexibility and potentially lower fuel casts to the owner v \\ the moat.The G-Force series engines are purpose built and designed to handle the MUM MOTOR STARTING CAPABILITY by electronically torque-matching the surge / 17.4 DECK 15'0 F yo rigors of extended run times in high temperatures and extreme operating conditions. (cads to the engine.Dlglter voltage regulation at ti%. Smart battery charger Delivers charge to the battery only when needed at varying rates depending on outdoor air temperature. ui O• O TRUE POWER'"ELECTRICAL TECHNOLOGY:Superior harmonics and she wave O SINGLE SOURCE SMIRCE RFSPOli from Generacb Extensive dealer rental Compatible generator with lead acid and AGM-style batteries. / e^ SIR \ \ form produce less than 5%Total Harmonic Distortion for udlvy quality power.This provides pads and service know-howforthe entireunil,fromthe engineto the sme- • Ma Ina circuit breaker Protects generatorfrom overload / 21.8' /aO allows confident operation of sensitive electronic equipment and micro-chip based est electronic component. • Elacho overnor Maintains constant 60 Hz frequency. GENERATOR ® 6x OD -,*X:5,7 • 1appliances,such asvariable speed HVAC systems. VO TEST CRITERIA; O GENERAC iRAN£nFR SWITCHES:Long Ills and reliability are s nymous with Unit X 2TOTAL: 4226.2 SQ.FT. 22.0FUIITSU OT TUB/ � GENERAC POWER SYSTEMS One reason for this confidence Is t the GENERAC ✓ PROTOTYPE TESTED ✓ NEMA Mp1.22 EVALUATION • SAE weather prole Iva enclosure Sound attenuated enclosures ensure quiet operation and protection against mother nature,withstanding CONDENSOR product line Is offered with Its own transfer systems and c Is for fatal system ut h ''� "'• x^ h(241 lonyh).Hinged key locking Tool panel for security.LIN-000t for easy access .-3 0" compatibllityr to all routine maintenance items.ElechOstatically applied textured epoxy paint for added durability. / 20.2' O M^BILE LINK b le Link CT Fifil FREE with select Guardian Series Home standby • Enclosed critical grade mu Quiet.critical grade muffler is mounted Inside the unit to prevent Injudes. generators,Mobile Link a emanations, allows users to r PC.Eator ily access inform from any- • Small,compact,attractive Makes lot an easy,eye appealing installation,as close as 18 in(457 mm)away from a structure. / where in Me world using a smadphone,tablet,or PG Easily access information such as the current operating status and maintenance alerts.Users can connect an account to an authorized service dealer for last,blandly,and proactive F1/2 service.With 1IN.FL.19.62 STY.HOUSE METES AND BOUNDS B Y: T. E A S O N LAND S U RV EY O R MantleJr Link,users are taken care of before the next power outage. ' _ 2 _ N F _ _ ` /,/ w GENERAC �1 e 0 6'd �IPROMISE � . : � 2 °W- ATE: 1/27/21 1 ELECTRIC r V EL/ ....................... METER \ i s+ O , m O %• m \ 6 h � O C /. (6DW I N an / O� - GARAGE ry / EL GENERAC' GENERAC' / SLAB 18.89 / IN a /16 26 kW Features and Benefits 26 kW Switch Options 18.73 21.9 EL PANEL - sdi� .7 ' i Vileep L EX.CONC.APRON -� EL L OLF Installation System �h' St in Rat"d AOrtmffii^Transfer Switch Features Model 0007291-a(20 kW) / 1� -O ' 18.07 14.2' 1 .81 �, 'No.of poles 2 • 14 In(35.6 cm)fiexib'e fuel line connector /iping. NSI Z21.751CSA 6.27 outdoor appliance connectafor the required connection to the gas supply 1 • Intelligently manages Lip to lour air conditioner loads with no ad0111oral hardware. O• `, d / e � / Fq0 Current rat no as 200 �. •-: �5•/ e'dla • Up to eight additional large(240 VAC)loads can be managed when used In conjunction 'voflageTadao(vA 120240,10• Inte rat sediment Ira GC and NFPA 541nstallation requirements, with Smart Management Modules(SMMs). / P'!D DW p p g Udity voltage monito fixed)• ,�.. �.�,. \• / - • Electrically operated,mechanically-held contacts for fast,clean contradict -P!ck-up 60% Connectivlty(wi-Fl equipped modals on • Main breakers are rated for 80%continuous load, 'Rstum to Ulllty• Appox.l3 sac / 01 dA �� /rV 17.7 • Ability to view generator status Monitor generator with a smadphone,tablet,or computer A any time via the Mobile Link application for • 2-pole,250 VAC contactors. ED.or UL listed Standard a '0_1 -C'` complete peace Of mind. -&Closure�a NEMAUL 3R - �`� / •/' • Service equipment rated,dual coil design. F! • Ablllty to view generator Exercise/Run Total Hours Review the generaloYs complete protection profile for exercise hours and total hours. Circuit banker protected 22,000 Otis GRAVEL 1'' , • Rated for bath aluminum and capper conductors. .� - �\,•�vK A • A0111ryto View generator malntenane nformation Provides maintenance information for the specific model generatorwhen scheduled maintenance isdue, tug woe 250MCM-co6 1 • Main concocts are sliver plated or silver alloy to resist welding and sticking. * Function DI Evolution comrotu DRIVEWAY / E� • Monthly report with previous man s activity Detailed monthly reports provide historical generator Information. Exorcise can its mall bkweeldy,or in" -' � °�� PROPOSED SITE PLAN • NEMANL 3R aluminum outdoor enclosure allows for Indoor moudaa mounting flexibility, /O / • Ability to view generator battery formation Built in battery diagnostics m lent Bath current state of the buttery. ` e1: - ?• • Wi information Provides detailed local ambient weather conditions far peneiator location. Dimensions I e. lJJ• - 0Amps12W24D,1. ` .90 SCALE: 1" = 20'-Oft TMG"SC4"?am � � �-l \ UNDERGROUND Ntl YNAII �Cv TEST MOLE �. ELm ELECTRIC H ER 18 EL 19.7 In 71-1 cm 6795 7843 26.67 34.18 17S CO EL 19.07 EL 1WIre Ranges Gnyo 18.66 Conductor Lug Neutral Lug Ground Lug Q S'250 MCM-06 350MCM-w6 2y0-#14 O O MrF •� \ UTILITY �°+ �•4 �+ POLE LIL N 20GA ,� �' d 0 w 0/,o az 14 •6 Fes' (� F- �' ° ki O � 00 00 O O O �- v m � o Cn x In rn 0 " �+ N O 1<1 ' 2 , cC L 00 av r GENERAC' GENERAC' HIGHLIFE• COLLECTION' HotSpiring" 0 26 kW Specifications 26 kW Available Accessories JETSETTER' LX U °1 Generator Model sP Product Description mwd dawn" 0007101.0 Battery Pad Warmer Pad warmer rests under the battery.Recommended for use it temperature regularly falls below 0 IF(•16°C).(Not nec• � � CZ � (se►N) essary for use with AGM-style battedea). SHELL COLORS 11714 Continuous power capacity(NG) 22,500 Warn � Rated maximum Donthwous power opacity(LP) 26,000 wane• Note maximum 6007102.0OII Warmer 011 wanner slips directly over the oil flier.Recommended for use 0 temperature regularly falls below 0°F(•18°C). _ 3d s' W Rated voltage 24o G007103-1 Breather Warmer Breameing occrhfause In extreme sold weather appflcatlons.For use with Evolution Controllers onty In climates where ! F« 17 Rated maximum continuous load current-24C valts(LP/NG) 108.3/93.8 ' heavy lEMg OECBR. • Alpine Ice Ivory Plounum Tuscn Pebble Total fiaonemc Datiollon Less than 5% 6005621-0 Auxiliary Transfer Switch The autdllary translerswitch contact kit allows the transfer switch to lockout a single large electrical load that may not be rr'^",©,� d •s �, White Gray Sun Main cone alrwn breaker 110 amp Contact Kill needed.Not eompatide with 50 amp pre-wired switches. Phase t G007027-0-Bisque Fascia Base Wrap Kit The fascia base wrapsnaps together around the bottom of the new air-cooled generators.Tile offers a sleek contoured i� / • as a M CABINET COLORS Number of rotor poles 2 appearance as well as offering protect on from rodents and Insects by Covering the lilting hales located In the base. aX, �aaa�ls� Reed for AC 60 Hit • ■ 7 ® «°'"'.,; Power for 0 703-0•Bisque Touch-LID Paint Kll H the generator end0ala0 is scratched or damaged,R is Imptsdant to touch up the paint to protect from future corrosion. JSA r Bantry requirement(not included) 12 Volts,Group 26R$40 CCA minimum or Group 35AGM 650 CCA minimum The touch-up Pali!let includes the necessary paint to correctly maintain of touch up a generator enclosure. t ® CAIUnit weight(It/kpl 5ta/235 •G006485-0 'Scheduled Maintenance Kit Generac's schedWad maintenance kit provides all the Rams necessary to perform complete routine maintenance an a sett !n �i )aJ.- cnorcoal eloclwood Loren era:lied ��p\g Dimensions(Lx IN x H)Won 4Bx25x29l121,9x63.5x73.7 Genera,automatic standby generator not Included). sett 6 4q Nickel Sound oubut in dB(A)at 23 A(7 m)with generator operating at normal Igad'• 67 1 Y Sound output In de(A)at 2317m)with generator In Oulet-Tea'"low-speed exercise mode•• 57 `G007009-0 LTE LP Tank Fuel Level The LTE enabled LP tank fuel level monitor provides constant monitoring of the connected LP fuel tank.Monitoring the Lin Exudse duration 5mm Monitor tanks fuel level is an lmportard step in verifying the generator Is ready to urn during an unexpected power failure.Status �„ COVER COLORS , Lravine alerts are avallable through a free application to notify users when the LP tank Is In need of a refill. s ! End 'Baec ne type GENERACOPoro t000 Ssnes G007000-0(50 amp)Smart ManagemerdModula Small Management Modules(Sfi are used to optimize the performance of a standby generator.it manages large elec. t) ( `^ U U Number of cylinders 2 6007006-0 bloat loads upon stamp and sheds them to old in recovery when overloaded.In many cases,using SMM's can reduce t O Displacement (100 amp) the overall size and cast of the system. tit E","'.1t, Windarblock Idumlrwm vl cost hgn sleeve G007169.0-4G LTE Mobile Unk•Cellular The Mobile Unkfamly of Cellular Accessories allow users to monflor generator status from anywhere lnthe world,using Nutmeg Graphite Grey Block Valve arrangement 0,eneadvalve A 6007170-0-WI-FV Accessories a smart phone,tablet,or PC.Easily access Irdormatlon such as the current operating status and maintenance alerts.Us- 10,1110n system Solid-sWe w/megnmo Ethernet ers can connect in account with an auemrfzed service dealer for last,friendly,and proactive sent With Mobile Link, Governor system Ebdrontc 'uses are taken Ctrs of before the next power outage. CABINET AND SHELL COLOR OPTI O N G• Compression ratio 9.5.1 - - Starter 12 voC GOD7220-0-Bisque Base Plug Kit Base plugs snap IMothe Iii holes on the base of air-cooled home standby generators.This otters a sleek,contoured Cabinet Colors Java Charcoal Blackwood Linen Brushed Nickel al polu y Including star Approx,is qt/1 aL appearance,as well as offers protection from rodents and Insects by covering the filling holes located in fie base.Kit IN Operating rpm 3,6DO 'contalfls four plugs,Wffclent lot use on a single air-cooled home standby generator. Shell Colors Alpine White Alpine White Alpine White Alpine White Alpine White ltLL � Fuel consumption GOD7301-0 High Altitude Kit A high attitude Htmay be required when operating over 2,000 It(810 m)above sea level per U.S.EPA regulations.Op• Ice Gray Ice Gray Ice Gray Ivory Ice Gray fEEA�tRII Natural gas e+yNr(m+del orating the enplm with Me Incorrect engine configuration al a given atdtude may Increase emissions and decrease fuel Ivory Platmum Platinum Tuscan sun PleOnum 112 Load ie8(5,32) Tuscan Sun Tuscan Sun Pebble Full Load el(943) BNiclenCy end performance, Pebble Pebble Liquid prapane ftsdir foal ILmN - 1/2 Load 75(206)P.781 Full Load 132(3 63)(13 731 Note Fuel pipe must be eased for full load.Required fuel pI Sam to generator fuel Inlet at all load ranges•3 5-7 in warm column(0 87-174 kPa)for NG,10-12 in water column(2,49-2 as ki fa LP gas. For Spur eonontent,multipllyri x 2500(lP)or ha/1.logo Ell For Megaloulecontent,muldpl m+da x9315(L)ormsfir x 3721(NGI. LEGENDARY MASSAGE SIZE �- ----' Dimensions& UPCs Controls Dimensions Personalhed-Control fete Dimensions 7'x5'8°x33'/213 cm z173 cmx84 cm Two-Ilrre plain text multilingual LCO Simple our Interface for ease of operation. U.S.doAons AUTO Automatic start on unity faliwe,Weekly,81-weekly,or Monthly selectable exerciser, •Moto-Message•Lounge MANUAI 6Gnwtth saner control,unit stays on lfutlllry falls,Ireneaerloloatl lakesplace. -� „_ •Soothing Stream•Seat CAPACITY OFF Stops unit.Power is removed,Control and charger still operate, ,�""t r"0"r Predslon•Jet Seat Ready to Pun'Mainlenotes messagesStandardG00729D-0 696411087307 Seating Capacity 250 gallons3 seats with lounge Engine urn hours indication Standard G007291-0 696471067314 EASY WATER CARE Water Capacity 250 gallons 1235 kg dry;liters Programmable start delay between 2-150D seconds Standard lPWremarr ie by dealer only) Weight 5151hs.1235 kg dry;3,12516s./1,425 kg Oiled" Water tare System FreshWater•Sait System Ready Ulilty Variant Lpss4lelu•n to Ulllly adlustable(brownout sitting) From 140-171 V/190-216 V Future Set Capable Exerde/Exmalse Set Error warning Standard _ Filtration System 100%Np-bypassow,Trion ADDITIONAL FEATURES RuNAlamJkAairpmanae loos 50 avenis each a',aar �; Exclusive,High-Raw Trl-x•Fllters Engine start sequence Cyclic wanking l6 sec on,7resl(90 set ma'mum duration) � 195 sq.ft.Filtration Area Smart Spa Hot Spring Sides App,Powered by the Connected Spa Kit _ Technology Sudan kck-0ut Stoner cannot re-engage all 5 sec after engine has stooped. '° Standard LEADING ENERGY EFFICIENCY Cover Lifter CoverCradle•,CoverCredle ll,Lift'n Glide• Smad Baftery CMrym � -- ChargerFoweMlsshcACwarning Standard O Jet Pump IN vemastere 9000;One-speed,2.5 HP Contlnuous Duty, steps Steps are available to match cabinet colors Low BadmyRatlery Problem Protection and Battery Condition Indicator Standard Breakdown Torque Entertainment Biuetoath•Wireless Sound System(Optional) Automatic Voltage Regulation with Do and Under Voltage Protection Standud Under-Frequency/Overload/Stepper Dvercurrent Protection Standard Circulallon Pump SllentFlo 5000•for quiet,continuous filtration Control system 102020e with wireless remote control Standard ue s w r�°Yj Heater Titanium No-Fault"6,000 W/230 V 230 V 150 amp,60 Hz s 9 •aq'+"-q- Salary Fusedffuee Problem Protectionsalroleamew Eaovi vrew (Includes G.F.C.I.protected sub-panel) Automatic Low All Pressae411gh Oil Temperature Shutdown Sltandand Dlmmsionsshiwnmapamdmme tree WWlffiIm mannifa curl dlmanskns DO NaU5E1HE5E DIMENSIONS FOR INSTALLATION PURPOSES Insulation Multiple Layers of Foam Insulation;Certified to California Dveruank/Dverapeed(®72 Hz)/rpm Sense Lass ShNdown Site died Energy Commission lCEC)eod APSE 1/energy eRiclency LlBhtlnq System Luminescence•multb color four-zone '/r/ p�. `.,.«/}fv.,-<sq�^ '':`„ High Engine Temperature Shutdown Sltandand ! l t•"�•«•9+F`'d s, 4 q' Internal Faultpnconed Wl• protection standard standards for portable spas j: t C i�s J' dp Common ex(enwl fault upabdlry SdandeM Cover 3.5"to 2.5°tapered,l5in.density turn core,with hinge seal Field upgradabte firmware Standard Rating deflnflons-Optional Standby Applicable for supplying backup asiver for the duallon of the Nllity power outage with correct malritrine Dedgrmed [ / yy •No avedoa0 capabihly Is available for INS rump.(Ail ratings In accordance with 855514,IS03046,UL2200,and aN6271J.Maximum Nrlouolt amps and current are su6led to and Ilmted by such I elm" dig DRAWN: MH/MS NeI BTU/MeA2loule content,ambient temperaNre,ellAuda,engine powm and contlihan,stc.Maximum power tlecreaaea approxlmetely35%ICl each 1,000t(304.Bm)above sea level and apptoxlmataly l% 9 •tt►` +^}1" L ion Men 60•F(i6°CL•'Sound levels me taken from the of the generator Sound levels from osier attics of the generator may hlCAa depending on lnaullatlon parameters. GENERAC' ., , -' y} f•'/.i(q �y) „ SCALE: GENERAC' v • 1 g '' )• �F JOB#: fat MenONtedlq nIN-0maoantyappllcagona Ganerac Power Systems,Inc.•945 W29290 HWY.59,Waukesha,W153189•generac.com n a y.x.yrr ' " 402022awasuPCWaeyounaM.col hbmemd.AH edlketlaunaA)eabcha ewlmaNnomePanNOADDOM5894fai09,'1wy0a2 at# 1 rtp a "s •noracwiea,eumalwnnw,m.,x,n"mexrn,aeao,se^eo,oaan<m.vnrveomnnruen,esea+n°nseeae,iete,..iry c.7ozawno�^sweaneu.a«t IIt 12/18/2023 SHEET NUMBER: ••moca,s.nn a"eaeast:�pnmanslo:a.m �1, y"e-• ¢ HOT TUB - GENERATOR SPECIFICATIONS _ SCALE: NOT TO SCALE _ - SI w - L{iU�/Z!l��LNZILE � _ eta• ....,+'j `,.�'� �_... �� ,; � 1 x � z w z y � x 2 o � anew HOT TUB UPPER DECK s C5 �6 o. a a pa . • LOWER DECK •� 84"XIT CONC.SLAB •• v4^ ow3 04 a e e e; •� a HOT TUB SECTION SCALE: 1/4" = V-0" ORAWN:MH/MS SCALE rplM lOB tl: .R 1nrzoz4 �g•�•�TI�i' SHEUNUMBER: S-1 EXISTING LOWER AND DECK CUT BACK EXISTING LOWER DECK CUT BACK (2)2X8 ACQ GIRDER (2)2X8 ACQ GIRDER (2)2X8 ACQ GIRDER (ADDED) (ADDED) (ADDED) EXISTING LOWER NEW BENCH EXISTING STAIR / DECK CUT BACK REMOVED AND REPLACED NEW NEW LOWER DECK / PLANTER PLANTER ' ' 1 EXISTING LOWER DECK BENCH REMOVED Q� EXISTING DECK ROTTED BEAM REPLACED IN THIS AREA0 0 / w a 3 0 oz UPPER DECK / z z w o-- EXISTING UPPER Ep. / DECK CUT BACK r� a / o NEW DECKING AND RAILING(TYPICAL) PO~ m 4H d " TOB i / N ,2 d UPPER DECK ADDITION 00 3 AS BUILT FLOOR PLAN - DECK SCALE: 1/4" = 1'-0" � a EXISTING UPPER y / DECK CUT BACK DRAWN:MH/MS SCALE JOB 0: N14r024 SHEETNUMBEW EXISTING UPPER DECK CUT BACK A-1 w REVISIONS: SCTM # 1000-115-11-16 DESCRIPTION: EXISTING: REMOVE: ADDITION: TOTAL AREA LOT COVERAGE: EXCAVATE: FILL: PROPERTY: 19,166.90 SQ. FT. 0.44 ACRES ESTIMATED AREA OF GROUND DISTURBANCE: 8000 SQ. FT. HOUSE: 2185.3 SQ. FT. 694.0 SQ.FT. 2888.2 SQ.FT. 15.0% 300 CU.YD. 50 CU.YD. 0 GARAGE: 482.2 SQ. FT. 482.2 SQ.FT. 2'.5% o° UPPER DECK: 747.1 SQ.FT. 208.5 SQ.FT. 5.6 SQ.FT. 544.2 SQ.FT. 2.8% 10 CU.YD. 5 CU.YD. 6 pis Z .� LOWER DECK: 267.5 SQ. FT. 267.5 SQ.FT. 1.4 `. #UiL S' FRONT PORCH: 28.0 SQ. FT. 28.0 SQ.FT. 53.0 SQ.FT. 53.0 SQ. FT. Oi.3% 15 CU.YD. 10 CU.YD. t,OTt- �_-_�.AR.TI> ZNT AT � � DEEP HOLE '65-18�2 8 A°1 rt� �(a s 690 OUTDOOR SHOWER: 32.0 SQ.FT. 32.0 SQ.FT. 01.2% FOLLOWING IN.PECTIO'NS: � \ 2�f CREEK i. FflJ,^40AT1flN - T"c'.'^. REQUIRED 000 �� FOR POURED COINCRETE \ Fkis� \ j�, °o SEPTIC SYSTEM CONVENTIONAL EXISTING TO REMOVE NEW I/A SYSTEM 200 CU.YD 150 CU.YD 2. ROUGH - FRhPdii;NIG cL PLUMBING 00 °oe 3. INSULATION <0 \ 7sN `'`KyFq 4. FINAL - CONSTRUCTION MUST � (4)8'dia,4'deep' -- °Nr�RFe\ BE COMPLETE F:.)=, C.O. Q� FFFR DRYWELLS p 30 CU.YD. 10 CU.YD. ALL CONSTRUCTION SHALL MEET THE \ \ \\ serf ql�O \ REQUIREMENTS OF THE CODES OF NEW �� YORK STATE. NOT RESPONSIBLE FOR �- \ � \ \ �� \ �016 O DESIGN OR CONSTRUCTION ERRORS. \ ,S, e�lkyFq� \• �' \61 \ F e \ \\ R M OFF "till, F i z \ \ TOTAL: (19.5%LOT COV.) -236.SSf +752.6IF 4258.2 SQ. FT. 22.2% 555 CU.YD. 225 CU.YD. \qp /8'dia\ COMPLY WITH ALL CODES OF \ I 4DW NWORK STATE & TOWN CODES EXISTING 202' el AS REOUl IONS OF LOWRDECK ( \�\ \ METES AND BOUNDS BY: T. EASON LAND SURVEYOR EXISTING 19.7' \\ \ /�0 S';;TH�L0 TOWN ZEA / 17.4' L9ePER DECK 10.01 \.\\ \ O�` DATE: 1/2 7/21 Q ............. \ /8'di. P1Y,NTER 5.3' 1 4'deep TOWN TRUSTEES ^ DECK N W \ DECK) EXISTING 4X8' N N"' \ ° - m \ / OUTDOOR \ INSTALL NEW STAIR TT�^ SHOWER , / / (DECK PORTION TO lS'��j y �/ BE REMOVED) EXISTING DECK O EXISTING m PORTIONS TO BE / 1-1/2 STY.HOUSE PROPOSED j� / EXISTING\ Fq REMOVED S PTIC SYSTEM tV FIN.FL.19.62 'ADDITION i PROPOSED DECK F....( OCCUPANCY OR a T BE REMOVED / ER SCHDS \ (5.3'X 2.1'ANGLE) 29.7' RE IREMENTS EXIST. - USE IS UNLA`NF'UL PADCON �D6 / G , � � PROPOSED ONCRETEI .. V ....................... GG ' T 1 F I CAT F 6.5' auto - �YJASHOUT WITHOUT CER FBEREMOVDAN �O ' °� TO BE REMOVED AND /� / , m NEW UNIT TO BE ADDE \ OF OCCUPANCY m o </' , I` TOP SOIL `I 19 rwoa AooinoN GARAGE ^O SLAB 18.89 j /� LOCATIONEPiACEEXISTING 7 // ` EL / BRICK WALKWAY � r 21.9' / / STORM WATER RUE�OFF `�'1 JJJ///g'dla\ 18.73 EL / / ' /8'dep I f 4'deep f - EX.CONC.APRON 18.66 / / EL (L 4'deep I �0.A�ITION i1I�cSUANT TO CHAPTER 23Ei /\DW/ - /, 18.07 14.2' 7_81 \ pW/ EL EL 18.49 OF THE TOWN CODE. / I �1P I \ 7j� I 17.79'/ Q 66 b NEW 1/A NITRO I /' �+1 O F� 7 SEPTIC SYSTEM TO 6s EXISTING GRAVEL BE INSTALLED IDRIVEWAY (DESIGN BY OTHERS) / O �) .90 TUTHOLE ``& EL 19.7 ,U� H O F ► o cO.y EL ,.. .� �RGCT 19.07 /16E66 PLllN(B(NG °tiFti / �" ,� HAY BALE OR SILT FENCING ALL PLU:`a SING WASTE `R rp� / 'I'r LIMITS OF CLEARING TO BE &WATER ti;';�C hlErD ,'-"° F NO MORE THAN20'FROM NGJ EFQBE CO _.._._._._.._. 7 `IV- RIn PROPOSED WORK AS { •' '" `" ' �' ^"1-e°:vcvk� /, INDICATED ON SITE PLAN oz JO \IX O "/ � 47 6. LUr�BERCERTIFICATION STORM WATER MANAGEMENT DETAILS P Il ON LEAD CONTENT BEFORE 0 CUPANCY N 1v R CERTIFICATE OF OC � Q LOCATION: SF AREA: 100%RUNOFF AT DRYWELL DRYWELL x Lo �; y SOLDER USED IN WATER O 2 RAIN PER HOUR PROVIDE: CAPACITY: 0 M m o NNOT `� TOTAL ROOF AREA: 3853 SQ.FT. 644 CU.YD. (4) 8'dia.,4'deep 676 CU.YD. ,L""11 P,u SUPPLY SYSTEM1 OF 1% LEAD. CU EXCEE O ca 4 PROPOSED SITE PLAN 0_ II OGEE GUTTER-STANDARD 5" 1- M x V SCALE. - 20-O" NOTES: Q) E 1).EXECUTION: L, uC71 A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. It :� M 00 �t ,�}++ Z).PREPARATION: N � W E S��1�1 V�� A).CLEAN SURFACE THOROUGHLY!PRIOR TO INSTALLATION, �{ '{' o��` Rf / B). PREPARE SURFACES USING MIETHODS RECOMMENDED BY THE MANUFACTURE FOR r F ���� ACHIEVING THE BEST RESULT'S FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. 114 " 45� � C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR METALS WITH PROTECTIVE BACKING PAINT. 3.INSTALLATION: A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. W a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND [� DO NOT PROCEED WITH ACCESSORIES. B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT F-I > \ � f RAL��IN a UNTIL SUR11I EY•: CONNECTORS. V3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL CONNECTION WATERTIGHT. pE=FOUNDATION LOCp►TION O HAS BEEN,APPROVED. DRY WELLS TO BE 10 MIN. a).PROTECTION: •� AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL �► COMPLETION. N Oa o H o C O o a�r'eT'daaT' c.nd ducturark D testing required, u Must provide Manuals1l y �i [�Q� r� BUILDING tacF-i: D J and S as per r NYS Energy Codye, 10L -Zip N �V, All exterior lighting I1 a' � 9� � � DRAWN: MH/MS replaced or Installed, ° ` , SCALE: repaired shall conform 6/ o , to Chapter 172 JOB 6/ �' �► ,� 'd l� 24/2022 f the To`�m Code ~� , O �'�, r O it bt1E � SHEET NUMBER: S- 1 REVISIONS: LPTI L-7LC O O co CN (V - - — f-1 Mill I.J LJ 1 77 1 ill 11 1 Hill I 117T�1711 11111111 1 11 Ill 11 Hill XXII i v1 O Q PROPOSED WEST ELEVATION SCALE: 1/4" = P-0" w Q � O p O � W � z W � v C 0 00 Nr _ C q M m v °v cn � cn o v O � ' v 5 Ln U -' 00 O� v ,... cV c, W W V O N EXISTING WEST ELEVATION V SCALE. 1/4 1 0 �IL�/'� I �• K `` "I DRAWN: MH/MS SCALE: ✓, ;, �¢,� JOB#: 6/24/2022 SHEET NUMBER: A- 1 REVISIONS: 00 or — — — — — - Q o Z 11w1u lull �j 1 - - - - - ILA O Q PROPOSED SOUTH ELEVATION SCALE: 1/4" = 1'-0" w Q � O O � W � o z W ° u 00 0 m �N cu o X u pa co p r+ !o u ft .,t � m v Lo 00 . o u � a L, uLL_ 011 m �n �s N � wa w u u O =TI En N d d EXISTING SOUTH ELEVATION SCALE: 1/4" = 1'-0" f )1 J *'•: r,,f�: �: f f DRAWN: MH/MS r ,��t�!d • � <�;, s� �t SCALE: JOB#: TT3 `. 6/24/2022 SHEET NUMBER: ��•rr, .OF 4t4 A-2 REVISIONS: �U or 00, 01 LI - pro . ---- - - - - - W O ♦ / O F--� PROPOSED EAST ELEVATION SCALE: 1/4" = V-0" � O � W � o z W ° u Oar 00 0 vCC N y G x ' O I FG :1 O v TsZ w � ,x cz v Ln U v r~ w u O N EXISTING EAST ELEVATION SCALE: 1/4 — 1 -0 x ' •, §iq tir`p ^" DRAWN: MH/MS �b " j�9al�` SCALE: JOB#: f 6/24/2022 SHEET NUMBER: •� 1 i�•�08,�h\ �� A 3 REVISIONS: 00 �000 - - ---- - - ® W 0 Z cI Hill I I T�4 O H I I I I I I I I I L I I I I I I I I I I ILL 1 11 11 1 11 11 1 11 11 1 1 1 11 1 1 1 1 1 1 1 11 1 1 1 1 L.L-1 PROPOSED NORTH ELEVATION SCALE: 1/4" = 1'-0" o � � w o z W ° � O CD 00 CD co 4 � o WU Ti .� L, u cz 00 v v cv 0w � w O 11-4 N x EXISTING NORTH ELEVATION w SCALE: 1/4" = 1'-0" 3 DRAWN: MH/MS SCALE: A, r JOB#: •. 6/24/2022 SHEET NUMBER: REVISIONS: LOWER DECK UPPER DECK X1 DINING ROOM I ED CATHEDRAL CEILING 11 ' 11 11 I '- UPPER DECK I 1 I KITCHEN ppOO BEDROOM BUILT-IN BENCH I I 1 I I 1 1 I I I 1 I I I 1 1 LWALK-IN OSET -I M— C E-+ FIRE LIVING ROOM FAMILY ROOM PUCE D CATHEDRAL CEILING N 0 w 1 BATH 1 1 ENTRY I I 7-4 Fur CEILING EX.SEPTIC BEDROOM—�j V1 I Z tau i 0 EXISTING CRAWL SPACE I o Ex.ixlo Fl ml6rof ` O IW f��pe BATH I GARAGE /\ �3XBL.N FUG. w. .......................................... I� Tlo Pl v �16'OC Im O ISTIN BASEMENT I IW BEDROOM GIRDER I EX SERVfEE"PLF"._ Ex.sEPrlc rt � w Lmc- EXISTING SLAB ON GRADE Y' Ex oAi EI JLn UBi t^ '� .. EXISTING 1ST. FLOOR PLAN SCALE: 1/8" = 1'-0" I� Oin-4 Z IW H v 0 00 i EXISTING GARAGE ioN FUT �16"OC LOFT CD N PUBLIC m WATER m U m - a U O -+FS x z g EXISTING FOUNDATION PLAN SCALE: 1/8" = 1'-0" m Ln ULZ r a? � in N v W W u r-i 0 I � N �,• �� � i ! DRAWN: MH/MS i SCALE: JOB#: �• �' � � ''� /y EXISTING ROOF PLAN.o 6/24/2022 �� ...� SHEETNUMBER: SCALE, 1/8 = 1 0 A-5 REVISIONS: r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I \ I \ I \ I \ I \ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - 8"THICK CONCRETE 0 / WINDOW WELL (ALT.:6X6A000R SCAPEWELL) Z HORIZONTAL PROJECTION(le DECK) EXISTING LOWER DECK 0 _ #5 REBAR / @ 12"OC z u \ / c � E o Z \ / REMOVABLE STEEL GRATE 4"mtn. I �- — — — — — — — — — — — — — — — — — — — — T-O"min. •p LADDER T j RUNGS I I @1z REBAR �.° PROJECTION ' EXISTING UPPER DECK I Q 44"max *ADJUST FOR LARGER WINDOWS 0 p• (OR LADDER EGRESS WINDOW ;/ ` (WINDOW SHALL BE ABLE TO Z O�° (PER CODE) OPEN FULLY) _ ,p I EXISTING DECK / e' TO BE REMOVED °.° DRAIN GC TO REVIEW THE CONDITION OF WINDOW WELTS TO BE COVERED WITH STEEL GRATE. 'o oop • EXISTING FOUNDATION WITH NEW COVERS SHALL BE REMOVABLE FROM INSIDE WITHOUT POST TO BE INSTALLED.CONTACT USE OF ANY KEY OR TOOL OR SPECIAL INSTRUCTIONS. o' ° ARCHITECT WHEN EXPOSED TO BOTTOM OF SILL OF EGRESS WINDOWS SHALL BE NO min.6"DEEP GRAVEL °• CONSIDER ADDITIONAL SUPPORT EX.SEPTIC WINDOW WELL DETAIL MORE THAN 44 INCHES ABOVE FINISHED FLOOR HEIGHT. ADS DRAIN PIPE T - - — — — — , i n' 44"max. NTS LADDER OR STEPS SHALL BE INSTALLED FOR WELLS DEEPER O•� � I THAN 44 INCHES AND SHALL PROJECT NO MORE THAN ,� I 6 INCHES INTO THE WELL.LADDER TO BE PERMANENTLY f T� FIXED TO WALL OF WELL,AND HAVE A RUNG SPACE OF u' NO MORE THAN 18 INCHES VERTICALLY FOR FULL HEIGHT O• OF WELL. EXISTING FRAMING TO BE EXPOSED FOR C C • I ARCHITECT TO EVALUATE WINDOW WELL INSIDE CLEARANCE SHALL BE MINIMUM OF EXISTING CRAWL SPACE 36"X 36"AND SHALL BE ADJUSTED IN SIZE FOR LARGER '� .• A' OPENINGS AS REQUIRED. GC TO REVIEW ACCESS TO CRAWLSPACE ' EXISTING DECK /I AND REVIEW WITH ARCHITECT ( SECTION / TO BE REMOVED / I I -812" 4'-6" 8'-011 I 4'-011 IN N / /NEW I / DECK �J i / I` l�-•1 17 t ' v #5 REBAR ' @12"oc (TYP) y -/7J _ EXISTIN G DECK #5 REBAR p SECTION O a v , •s @12"oC •° /TO BE REMOVED / Zo O I � y REMOVE BILCO FOUNDATION " ce ~ --___ N 0 -I � - ----- ,— BUILD NEW DUTCH WALL TO LL 0 ' ��STEP DOWN WITH NEW STEPS v ^� ' N I AT FORMER BILCO LOCATION X 00 � N •- I p ' �O EXISTING BASEMENT ---' I w N I I PROPOSED BASEMENT o ' INSTALL NEW LALLY COLUMN / 7-0"BLK.WALL ( M - ----- , 8'-0"PC WALL _ ----------i w/ POSTABOV N ) DER '�/ {2'X2'XF FOOTING UN r � Co E IF I v 11 ' ADD REPLACE(3)9-1/2 ML GIRD NEW LALLY COLUMN NEW LALLY COLUMN W I #5 REBAR Q N b .�,� - — - — - —' ' - —,- , , ' , @12"OC ' ° w/YX2'Xl_FOOT,NG w/2'X2'Xl'FOOTING - - �� V1 p r r (lYP) p , II 1 '- ---'------'----------------'------------------------- I ____?� _==_____ ___'___ =_=_r=_=__________________ _______________________-* _ 1).GENERALCONTRACTSHALLREVIEWPROJECTSITEPRIORTOCONSTRUCTION. E� ❑ REMOVE EXISTING LALLY COLUMN AND FOOTING, , • ` BEARING WALL FOR '( ' ' r ___:_?3j-�/4X7-1/41VILGIRI51fl� REPLACE•' REPLACE w/HSS 5X5X1/4 TUBE STEEL COLUMN --------- (3)1-�/ 7-1/4 ML GIR ER , , 3)1-3/4X7-1/4 ML GIRDER, , (3) 1-3/4X7-1/4 ML GIRDER , m REVIEW WITH OWNER AND ARCHITECT FOR ANY CONCERNS,MATERIALS,OR REMOVEEXIST,LALLY 2ND FLOOR ABOVE • ' •-- •-- --' ' ' ANY EXISTING HARDSCAPES OR VEGETATIONS OR TREES TO REMAIN PRIOR TO FOOTING TO BE T-6' -6"X1'-0",REINFORCE w/ UP COLUMN AND FTG. V� , ' (4)#5 REBAR EACH WAY REPLACE WITH NEW I ' lO LALLY COLUMN w/ I 1 7'-6" r 7'-61/211 7'-611 COMMENCEMENT OF WORK. - ' '..',• .'• , _ _ _ 2'X2'Xl'FOOTING � ' ------ 2).ALL DIMENSIONS OF EXISTING AND PROPOSED TO BE CONFIRMED PRIOR TO Z u EXISTING SLAB ON GRADE o p o o i ' — - '� - — — - �— - J p v p CONSTRUCTION.NOTIFY ARCHITECT FOR ANY SUBSTANTIAL DISCREPANCIES W O ' _ O d` TO RESOLVE IMMEDIATLY. FuF iL TANK ..O N / G , Ey _ 3).MECHANICAL UNITS,HOSE BIBS,ABOVE AND BELOW GRADE ELECTRICAL,etc. O O Q I V p = LL F- = TO BE ADDRESSED PRIOR TO EXCAVATION. ,,��// in z* 0 O F-4 Do ' o LL _ I I v 4. ALL SITE PREP CLEARING SILT oo O (2)1-3/4X7-1/4 ML FLUSH p ) ( T FENCE,etc)AS PERMITTED AND REQUIRED BY ' ; '• C fV N � --------------------- - v TOWN TRUSTEES AND BUILDING DEPARTMENT. RANGE TO 36"X24"ACCESS OPENING� • o a o I 0° 5).EXISTING FOUNDATION HEIGHTS VARY AND SUPPORTED WITH EXISTING 2' c ° DUTCH WALLS THROUGHOUT.REVIEW WALLS NEEDING ADDITIONAL SUPPORT I//_ =N o p OR UNDERPINING.NEW WALL DEPTH TO BE 8'-0"HIGH (TOP OF FOUNDATION v0 EXISTING SONRY PORCH e ; ^ TO MATCH EXPISTING FOUNDATION.NEW WALLS TO BE 8"THICK,POURED PROPOSED CRAWL SPACE �� TO EMOVED /I I I= ; z CONCRETE FOUNDATION,3000 psi.FOUNDATION TO BE DAMPPROOFED AS #5 REBAR v , . ' O PER N.Y.S.RESIDENTIAL CODE WITH A BITUMINOUS COATING. OC 'p Q I z F- NIZ - u -, c •o —, — - -- ------- ----------------, p v u- cY1 6).NEW FOUNDATION WALLS TO BE INSTALLED ON 161"X8"CONCRETE FOOTING, p I v v v v o v I ; o v •u _ o v ,c o o ? 2X4 KEYWAY.FOOTINGS TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL +,LL ------------------------------- _ 0 W FOOTINGS TO REST ON UNDISTURBEDSOIL(MINIMIUM3000#CAPACITY).#S REBAR XLL Co MASONRY PORCH \ •o `,\ �D #S REBAR --------- -EGRESS - --------- • rr)@12"OC NLL BENEATH CONCRETE SLABS TO BE COMPACTED TO @12"oG CXW145 ° ' ° Ov 7).FOUNDATION SLAB TO BE 4"THICK,3000psi CONCRETE ON COMPACTED FILL. X tTYP) RELATIVE DENSITY ASTM D-689.COMPACTION TEST AS c M �) i ij m INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING C) _N_____ _____ SSARILSLAB TO BE REINEORCED WITN_iX610/nWMM____ ___________ P _ ; 4 ' ,° ; WALLS.COLUMNS MUST ALSO BE BLOCKED OUT AND ISOLATED FROM THE - Iv a v •� v a v •� v a v •� v a v •� a v •� ---------' p REST OF THE SLAB.THE BLOCK-OUTS AT COLUMN BASES SHOULD BE SQUARE ` ' x o . ; a` • v •� AND POSITIONED SO THAT THE POINTS OF THE SQUARE MEET THE CONTROL Z ----------------------------r - ------ - ---------------- - r--------------------------- P D D o , _______________ JOINTS.CONTROL JOINTS SHOULD BE NO LESS THAN ONE-FOURTH THE v r r THICKNESS OF THE SLAB IN DEPTH. p v • ----------------------------- 6'-011 6'_0" 5'-4" PROVIDE cQ o 10'-0" MASONRY STEP 8). VI E 2X6 A SILL PLATES(MATCH EXISTING MULTIPLE PLATES) UNLESS I 1 r-On 101/2n OTHERWISE NOTED.SILL PLATES TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND SILL SEAL. U r ;? r n r rr r n cn 1 rr ' rr 12-0 7-21/2 4-0 9).INSTALL 5/8"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/I 1'-0"OF CORNERS, Sr-6" 18'-8/2 S -6 I INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOILTS TO HAVE A N o W ' , 1 „ MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO .>~ I 23 -2/2 01 BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. 10).DOUBLE UP FLOOR JOISTS UNDER NEW PARALLEL WALLS ABOVE.PROVIDE IBLOCKING AT 8'-0"O.C.,MIDSPAN,AND AT ALL POINT LOAD LOCATIONS. 11).PER R302.13 CODE,NEW FLOOR JOISTS AT BASEMENTS ONLY(NOT CRAWL SPACES): UNLESS USING 2X DIMENSIONAL LUMBER FOR MICROLAM JOISTS, W �— - - 1/2"SHEETROCK MUST BE INSTALLED ON UNDERSIDE OF JOISTS(WOOD-I EXISTING GARAGE JOISTS OR STEEL JOISTS).TJI FLAK JACKET TO BE USED IN PLACE OF STANDARD T11 WOOD-Is FOR EXCEPTION TO CODE REQUIREMENT(NO SHEETROCK). V O 12).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE.ALL DETECTORS SHALL BE INTERCONNECTED. Q . N PUBLIC WATER PROJECT NORTH ,Y^�I � .,~f 7 C PROPOSED FOUNDATION PLAN - Ali SCALE. 1/4 — 1 0 t `� DRAWN MH MS : At ?< Tq. ;'s:, �, •< J3 SCALE: ° JOB#: G� 6/24/2022 SHEET NUMBER: ' 0 1E A-6 REVISIONS: B A , EXISTING LOWER DECK 39'-1" 17'-511 21'-811 01 S'-411 RE-FRAME WALL w/ 2X6 STUDS REMOVE DECK 3'-11 1/32" 9'-6 15/16" Id 3'-11 1 3 10'-10" 10'-101, REPLACE EXISTING WINDOWS CXW155 CUSTOM 6'w PICTURE CXW155 EXISTING IJPPER DECK / (3)2X10 HDR (3)2X10 HDR (3)2X10 HDR - - - - - - - - - - 1 .Y / p i ♦ Q I I I O FFff ON , _ I , I , m( BALCONY ABOVE _M > C~- X ID WATERPROOF UNDERNEATH I� W 01 PROVIDE VINYL 1X6 T&G VJ I O ' ' ' ' W '� , , , I EXISTING DECK TO V =I UNDER w/TRIM(TYP) 1 'W ' ' ' BE REMOVED L I , I I CXW135 P603J CXW135 / 6X5X1/4 TUBE STEEL I (3 R PLANTER / 1 , POST I 7----------' EXISTING DECK / TO BE REMOVED / I v ' 0 I C � DINING ROOM li ; EXISTING KITCHEN 0 I 00 1 ,� ALTERED Q I I o 6 8/2 3-0 1 6 $ 0 4 0 Z C EX.CATHEDRAL CEILING I 'I Ib VO ' O O m I = o a 1 O 3' 21/2" 3'_6" ol 41_011 4,_0„ F� 1 ol I p AR41 I 0 0�'' I ' _ _ _ _ _ _ _ _ _ _ _ y� TEMPERED FWG60611L i i i i i i i i i i i X I LL I I , I , 1 , I WET ; ; ; E�[I ,IN� S4,AIIi ; ; ; ; i I O 1 (3)2 8 HDR (3) 1/4 ML HDR , BAR ' ' ' M O T B R VE = TW2846 TW2846 ' ' ' 4 ' ' ' ' ' I +- � REPLACE EX.WDW REPLACE EX.WDW AN31 ' ' ' ' ' ' ' ' ' ' ' I I v ' 0 6 I I I I I I I I I I I I J II I ^ I10 _ =(31 3y47 fi4ivlLv�/�2)t/2 =- --= ER , BUILT-IN (2)2X8 HDR STEEL UPSET BEAM I I I I WENG ECK O BENCH I ; 11'_1" I OV / I I I I ; I ' - - - - - - - - -j MASTER I I I I r - - - - - - - J WET BAR ' _rMASTER r _ _ 2 1-3/4X11-7/8 L FLU SHH BEE M _LBATH d- I _ _ _ ±1' o _ TRAY EI ING(10'CEILING HEI H ) L — _ _ J L _ _ _ J ' ' , , PEN I S AI ',(O EN I NbE ) n n= I , (`r1 I I Q O GC TO REVIEW MASONRY CHIMNEY " " ' e x, ''� MO FOR INTEGRITY.INSTALL 6X6 STEEL I I , I , , I „ u u n I I 10'-31/2" _ t 61.111 V 161- 1 211 Q L-SHAPE ANGLE.REVIEW CONDITIONS I ' ' ' ' ' ' " " " " ' WITH ARCHITECT PRIOR TO INSTALL. I , ' r t ,71 `' ' ' ' , „ ° �z c `O N I Q = uT O I I , 1 I 11 II „ II I� , BATH No. 2WJ w PELAGE - — . — • — .( 1i/4X4UNDEI�,EX,RIDGE _ _ .I I e 1� u ' I I`-i O U U EXISTING FAMILY ROOM Co g CNI CATHEDRAL CEILING + LIVING ROOM 6X5XI _ :o — — — N =e w H d I CATHEDRAL CEILING TUBE STILL - I ;� r }2*4 3)2X8 HD � A� [� W F-I `Y EXISTING CJ TO BE REMOVED POS f— N p� 2'-6" E. T , _ _ _ _ _ _ -{ D 1).DEMOLISH EXISTING WALLS AS INDICATED ON PLAN.GENERAL D VERIFY EX.RR(MIN.2X8 @16"OC) II `" K17,_1 �' 1 " o CONTRACTOR TO INSPECT EXISTING CONDITIONS RELATED TO ALL �.�/ r _ _ _ r - - - , r - - - , I �� E�CISTING STAIR TO REMAIN O 7-7 h V , PROPOSED WORK FOR DEFECTIVE MATERIALS,ROT/DAMAGE OR INFESTED M-4 O I I \ 00 fir° MATERIALS.ANY AREAS FOUND TO BE DEFECTIVE SHALL BE IMMEDIATLY I I I I I I 1A I �o I I o BROUGHT TO ARCHITECTS ATTENTION TO REVIEW. 30X45 't N ' m 1 I I I 3OX45 I i 30X4s t °° I 9'-11" 11'-51/2" 6'-3" 0 1 1 - 5' 31/211 _ I I SKYLIGHT I I SKYLIGHT I I SKYLIGHT I 0 _ \ Q� 2).REVIEW FINISHED MATERIALS,SIDING,ROOFING,etc.WITH OWNER. l I I I I I I I I I I 21'-31/2" I I N 7'-91/2" 3'-3%z" I L (3 2X8 HDR \ +� 3).USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH `31 tih ' RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER ' 2'-6" , 't MANUFACTURE'S INSTRUCTIONS. (3)1-3/09-1/4 ML I I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ 4).MATCH PLATE HEIGHT OF MAIN HOUSE(8'TYP.) UNLESS OTHERWISE - - - - - - - - WALK-IN 31-211 I I NOTED OR OPEN TO ROOF AREAS. o ENTRY CLOSET 3).NEW EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C. N Cu- zo p FLAT CEILING W ' UNLESS OTHERWISE NOTED OR INDICATED ON PLAN.PATCH/FILL m o 7-4 FLAT CEILING $1-91h11 N '4 11 -6 ' EXISTING 2X4 WALLS AS REQUIRED. +j X ca WALK-IN (3)2X HDR 2X8 HDR (3)2X8 HDR @16"OC $'_cal/2" ;_____ _____________________; 4).EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. � m o LAUNDRY (3)2X8 HDR p p, CLOSET EXISTING BEDROOM 5). EXTERIOR UNDERLAYMENT TO BE HENRY BLUESKIN VP100 SELF-ADHEARED P. >4 m @) 3'-0" '-T-0") _ T-0" ROOML WATER RESISTIVE AIR BARRIER.OVERLAP 3"min.VERTICALLY; 2"min. u" 2'-8"REPLACE EX.DR i \ 2X8 CJ J (2)2X POST--_ J� EXISTING N0. 2 \ TW24 2 HORIZONTALLY(WITH TWF AIR BARRIER FLASHING).INSTALL PER o v +� I @16"OC ) 'PORCH p , - 12'-0" 7' /2" 4'-0" INSTRUCTIONS AND SPECIFICATIONS PER MANUFACTURE,www.henry.com 0 9p - J BLUESTONE � ) rn J HALL °' ' �. ' (3)2X8 HDR �J= \ / _ — _ _ — _ — (3)2X8 HDR N 2 ,,, 6).PROVIDE 3-2X10 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS � n _ r - (3)2X12 GIRDER(BOX IN)- - l L w o UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE,2 JACK x v rnSTUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH rn CC) m CW135 V Ll ti CW135 :o W _ SIDE FOR MICROLAM HEADERS.VERIFY ALL EXISTING OPENINGS THAT ARE It ------ -`-�'I L J z - N 6' 01/211 3' 1/2' `~ O REPLACED;REPLACE HEADERS AS REQUIRED AND ADD WIND CODE STRAPPING. ry G rn o W 5'-611 18'-81/2" 51-61 7).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS P-4 2 4" (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, - - - FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. 29' $1/2" -� «- CV PER CODE. a ---------- N WALL LEGEND 8).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE Cn APPLICABLE. PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING FMV4 A L - J --------------, WALL TO BE REMOVED HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 1� r _= J = 9).INSTALL INSULATION IN ALL NEW EXTERIOR WALLS,FLOOR OVER,BASEMENT AND U ATH No. 1 4-0 0 0=0 °^ 1 EXISTING WALL NEW ROOFS.REPLACE INSULATION AS REQUIRED IN EXISTING AREAS WITH O %10N of W V B � LTEIRED SH N ¢ '„a d- EXPOSED CAVITIES DURING CONSTRUCTION.REVIEW ENERGY CERTIFICATE FOR � v Z_ 2,6„ - - v NEW WALL REQUIRED INSULATION TO MEET COMPLIANCE. M EXISTING GARAGE 5 L- - - - - - - - 10).ALL NEW AND EXPOSED WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"THICK Q NOTE: SHEETROCK.BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT N - T-0" _ DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WAL [y _ - p - ^ SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE AREAS. x _' J1NEl� -0 --------- N N [INT.:2X4=4-1/2",2X6 = 6-1/2",EXT.:2X4=4-",2X6 = 6"] o M - - - N DIMENSIONS OF NEW WALLS ARE FROM STUDS 11).ALL FLOOR TILE AREAS TO HAVE MUD SETTING. 00 2'-4" _ [EXT./INT.:2X4 =3-1/2",2X6= 5-1/2"] I 12).ALL NEW PLUMBING WATER SUPPLY LINES TO BE 1/2"PEX HOME RUNS. V , I 31-311 31-1 11 21-811 �1_61/211 I I 13).INSTALL 12X12/14X14 NICHES AT ALL NEW SHOWERS UNLESS OTHERWISE NOTED. x TOWEL BARS,RINGS,TOILET PAPER HOLDERS,etc.INSTALL SHOWER BENCHES AS � SHOWN ON PLAN OR AS NOTED. 1 , 14).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. I I , I , 1 _ ' EXISTING BEDROOM M I , PROJECT NORTH No. 3 1 , R: 16-0"(REPLACE EX.OH DOOR) o w w 0rn weltJ a'r xy r g �.. la rq DRAWN:SCALE. MH/MS PROPOSED 1ST. FLOOR PLAN -��' p ,af� JOB#: SCALE: 1/4" = P-0" �.t $' 6/24/2022 +�!�"T `� •d, SHEET NUMBER: A- 7 REVISIONS: Pl, B 101-011 5 -011 1 011 51-0" REPLACE EX.TRAPAZOIDS ol 71-011 911-611 In x 211-811 I w U 0 u BALdONY b'-.5 V4" �Cy) �U_N 15'-23/4" Lu FWH9J611SASL = (3)1-3 X9-1/2 M EADER 1)"v Lu < Lu LLj C Lu C? OPEN bo TO BELOW zt m 0 4— x Z OFFICE LOFT 8'-0"FLAT CEILING RE-FRAME WALLS a: L U- 0 rn 00 r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — x .0 21'-21/2" Th RAILING b bNI I, IP/ 9-11/2 L I - -EAPER, 11 1 TEMPERED I C) AW251-3 <D I D o z 0 u 00 — — — — — — — — — — --I o r — — — — — — — — — — — — — — — — — r--q r — — — — — — — — — — — — — — — — I T ft raLn oe, 121 1).EXISTING LOFT AND EXTERIOR WALLS,RELATED TO PROPOSED CONSTRUCTION, Lo U TO BE DEMOLISHED AND RE-BUILT AS REQUIRED OR AS SHOWN.SUPPORT THE 7 ul) EXISTING ROOF STRUCTURE AND SPLICE/REPLACE ROOF AS NECESSARY. 00 0 2).USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH 4 RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER P-4 MANUFACTURE'S INSTRUCTIONS. 3).NEW EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C. SEE FLOOR PLAN AND CROSS SECTIONS FOR PLATE HEIGHTS. Cn 4).EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. 5).EXTERIOR UNDERLAYMENT TO BE HENRY BLUESKIN VPIOO SELF-ADHEARED u WATER RESISTIVE AIR BARRIER.OVERLAP 3"min.VERTICALLY; 2"min. HORIZONTALLY(WITH T\)VF AIR BARRIER FLASHING).INSTALL PER 0 ul) INSTRUCTIONS AND SPECIFICATIONS PER MANUFACTURE.www.henry.com 6).PROVIDE 3-2X8 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK EMU( STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR MICROLAM HEADERS. 7).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. PER CODE. ul) 1 1 1 1 8).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE PROJECT NORTH APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING x HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. W, L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J 1 1 9).INSTALL INSULATION IN ALL NEW EXTERIOR WALLS,FLOOR OVER BASEMENT AND NEW ROOFS.REPLACE INSULATION AS REQUIRED IN EXISTING AREAS WITH INY EXPOSED CAVITIES DURING CONSTRUCTION.REVIEW ENERGY CERTIFICATE FOR REQUIRED INSULATION TO MEET COMPLIANCE. 10).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEETROCK. PROPOSED 2ND FLOOR PLAN L - - - - - - - - - - - - - - - - - - - - SCALE: 1/4" V-0" 11).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. K DRAWN: MH MSt SCALE: 0 JOB#: 6/24/2022 SHEET NUMBER: A- S REVISIONS: A I B II I I Z I O I II _ I II C � I C H 2X R 16" C I IC SIS ER wlEX S`i•1 GC TO EXPOSE EXISTING RIDGE i I REVIEW WITH ARCHITECT- r1 MINIMUM(3)1-3/4X16 ML 1---I I (ALT:('2)14"ML w/5/8"STEEL) II ° ° ° ' 12 wg 2'X2'XI/4"STEEL ANGLE SUPPORT_ _ _ _ _ _ _ _ _ _ U A EXl S 225 p \ w/1/2"DIA.THRU-BOLTS w/ M� I Ce I Q \ WASHERS&NUTS(TYPICAL) ^� I > I I 12 12 ° H l I I I g I o 6 00 o 2X8 RR P16"OC I N I I .o REPLACE EXISTING RRs I N 1 b\� � �j AS REQUIRED � o 1b 00 CN 12 I r L I I I l2l �I/ I I i I I II ' I I 1-3 4X9-1 tL L RIDGE I I / (3),1-3/4, 14 IT G G _ _ I I POST DOWN TO - 2X8 RRQ16"OC U I I 11/ I CEILING JOISTS 12X 2 LAYOVER PLATE i r2J I Z AY E LA• I I I I I I '��g}g72 12, L — — — — — — J L I I ­ — j - — — — — — DBL 2X10 DBL 2X10 DBL 2X10 L - - - - - - - - - - - - =J J I I I 6 Q OC• L� 0 r - - - - - - - - - - i r - I I v0 f9 Z II SKYLIGHT II II 30X45 I I 30X45 I I I I I I I I ��� a 12 0 O U NEW ROOF TO LAY OVER ' I SKYLIGHT I II SKYLIGHT II I I EXISTING ROOF.CUT BACK I ' ' ' ' I G9�1 OVERHANGS ON EXISTING a I I ! I I �`)- I , I AS REQUIRED ( I 1 - - _ _ _ _ J L -/ x // 0 L i yl I ! C14 I DBL 2X10 ` DBL 2X10 'r c' DBL 2X10 ' I I I p Q� I I 2'X2'X1/4"STEEL ANGLE SUPPORT pp L _ LL LL_ _ LL LL_ _ _ LL _ _ _ U- _ - - J L - - - - - - - - - - - I r l� � -9 w/1/2"DIA.THRU-BOLTS w/ I 1 - - -0 - - - Ip - 0�- - - - 10 - -0�- - - n r c� II v 1z - - - - - - - o r - - - - a - r - a- - r r 6� - - - a - p a - - -1 r - - - r - - - - - - - , �4 I A I 12 Al ( - - - - - - - ° ° WASHERS&NUTS(TYPICAL) uv N I I N I I NI IN N' I N I I I I I Q3 4� 4 I 000 0 mI LiIm I I m Im m( I m I 1 1 I I I ' X y�A 2X8 RR I , In� @16pC I ' Q�x I II 00 I IL - - -1- - - -1L _ _ _ JI I I II I1 0 .: I I J - - - -1 - - - - - - - - - - - - - - - J I I I I - - - - - - - - - - - - - - - - - J / I I NQ 1 / // \ \ I 1 r - - - - - - - - - - - - - - - - J o X V r - - - - - - - - - - - - I II II Pow 10 p,v x 0 'm II II w 1 i 1).REMOVE EXISTING ROOF STRUCTURE AS REQUIRED FOR PROPOSED Lo °� \ I ' ALTERATIONS AND ADDITIONS.MAINTAIN STRUCTURAL INTEGRITY C, 11 OF STRUCTURE TO REMAIN. I I I I I 2).MATCH NEW OVERHANGS WITH EXISTING.FASCIAS TO LINE UP y I I WITH EXISTING HOUSE(ADJUST DEPTH AS NEEDED). �N v U I A B _ _ I - - - J 3).PROVIDE PRICE TO REMOVE AND REPLACE REMAINING ROOFING, °+ GUTTERS,DOWNSPOUTS,FLASHING,ETC, Cc) W 3 1 4).VERIFY CONDITION AND MINIMUM HEIGHT ABOVE RIDGE FOR I I EXISTING MASONRY CHIMNEY.RAISE AND REPAIR AS NEEDED.PROVIDE CAPPING ON FLUES. I I I ' L - 5).INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.OR AS SHOWN ON PLANS. Uj - 11 - - I I I I L _ r - - - 1 I 6).ALL LAY OVER PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA. GALVINIZED LAG SCREWS WITH WASHERS AT EACH RAFTER. ►•1 V 7).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS Q (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, (n L FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. 1 I I PER CODE. 1 I 6).APPLY 5/8"THICK FIR CDX SHEATHING OVER ROOF FRAME. H I ' 9).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND DIRECTLY TO THE DECK ALONG EAVES. 10).USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. V I c� C/) I 1 PROJECT NORTH I 11).ICE&WATER BARRIER TO BE USED IN ALL VALUES,RIDGES,INTERSECTIONS x 1 I I WITH ROOF AND SIDE WALLS(TYPICAL)AND 4'PERMITER. ��11 12).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING 1 MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. 1 i UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS 1 1 COMPLETE. PROPOSED ROOF PLAN 1 I I 13).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. cr;'�,'.,�"113 . ' •�, "•+ SCALE: 1/4" = 1'-0" USE USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. USE 6 NAILS PER SHINGLE.NAILS TO BE FLUSH WITH SHINGLES BUT NOT CUTTING INTO SHINGLE SURFACE. �•' 'fit +p" 4 her �, DRAWN: MH/MS 14).GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED/REPLACED AS REQUIRED. L`" �icc SCALE: JOB#: 6/24/2022 �`� `• �3 '1 d��'S SHEET NUMBER: .0 ~ A-9 REVISIONS: EXISTING RIDGE SKYLIGHT 12 2X6 @16"0 32X 16"OC ML UNDER EXISTING RIDGE 2X8 CJ @16"OC _ PROVIDE SOLID BLKG. (3)2X12 LIVING ROOM (3)1-3/4X7-1/4 ML GIRDER w/(2) 1/2"STEEL UPSET BEAM PORCH ENTRY DINING ROOM bo 3/4"SUBFLOOR - - — 5 4 DECKING 2X8 FJ @16"OC EXISTING FLOOR SYSTEM EXISTING FLOOR SYSTEM 2X6 ACQ @16"OC TOP OF FO GENERAL CONTRACTOR TO EXISTING TO MATCH EXISTINGG GIRDER (a>2x6 AcQ EXISTING INSPECT EXISTING CONDITIONS Q� a.• • ADD SILL PLATES WITH FLOOR FRAMING AND GIRDER 12"X72" �lR 8"PC WALL �& TO MATCH EXISTING COER. L EXISTING tia DAMPPROOF S _ 0. � CMU WALL 2"SLAB 24"X24"X12" 16"X8"FTG FOOTING (2)#5 REBAR 71, NEW FOOTING DEPTH TO EXISTING EXTEND DOWN AS REQUIRED DUTCH WALL EXISTING DUTCH WALL TO REST ON UNDISTURBED SOIL O e nH CROSS SECTION A SCALE: 1/4" = 1'-0" w Q O W � o z W ° � �DH 00 2X8 RR @16"OC — - 0 O N 0o cfi �3'h co , s~ o 3'h RAILING RAILING 12 0 m co o LOFT/ OFFICE 2 Q 3 8RR @16„0CZ C 3/4"SUBFLOOR Gr~ — - o v 00a; DBL 2X8 ACQ DJ 16"OC- ►� 11-7/8 TJ1560 @16'OC 2X8 C1 @ 16"OC N bu � BUILD UP BAY 4 m \ WINDOW TO BALCONY ABOVE NY w/EPDM, Ln U FLASHED OVER BALCONY SHTG w/ VINYL T&G CEILING UNDER WATER PROOF BALCO 00 v LAUNDRY ROOM o c, 00 KITCHEN a EXISTING UPPER DECK 3/4"SUBFLOOR d EXISTING FLOOR SYSTEM 2X8FJ@16"OCfflsW (� EXISTING a O Cf1 (3)9-1/2 ML 7 GIR ER 8"PC WALL _ d. DAMPPROOF C:) o� 2"CONC.SLAB , rn N EXISTING — 16"X8"FTG LALLY COLUMN LALLY TO POST ABOVE COLUMN lzDUTCH (2)#5 REBAR WALL EXISTING Ln . .. . .. . .. . .. .. . . . . .. Lill CROSS SECTION 6 SCALE: 1/4" = 1'-0" k i -A � DRAWN: MH/MS SCALE: JOB#: 6/24/2022 SHEET NUMBER: '+ ' o ku A- 10 REVISIONS: (3) 1-3/4X16 ML RIDGE 12 -- - - 2.3 2X6 @16"OC 2X8 RR 16 OC SISTER OR SPLICE RRs AS REQUIRED AT (2)7-1/4 ML w/ — - EXISTING ROOF 3/4"STEEL BEAM 12 6 +I O 3hRAILING o OFFICE / LOFT 00 r— 3 4"SUB LOOP WIOX68 STEEL DBL 2X8 ACQ /8 TJ1560 FLUSH BEAM 16"OC 16"OC KITCHEN 0 DINING ROOM - o 00 O EXISTING FLOOR SYSTEM(VIF) EXISTING 2X10 FJ 7^ EXISTING 2X10 FJ FXN NG CRAWL SPACE (3)2X10 GIRDER IZ o C) BASEMENT Q Q CROSS SECTION C SCALE: 1/4" = 1'-0" w Q O C) O O n W H �D (3)1-3/4X16 V 1 ML RIDGE O 12 00 2.3 Q _ 2X8 RR @16,0C. 2X6 @16"OC 12 aka RR 76,0 C 0 O 1-3/4X9-1/4 ML RIDGE N 00 f. EXISTING RIDGE �`> ' p tz OFFICE LOFT x 6 O (3)1-3/4X14 ML BEAM p Lo c � 2X8 @16" C n n / ,/� n n o f / n n n n n n n i �" W 3/4"SUBFLOORING cJ +v-, WIOX68 2X8 C.) @16"OC - - STEEL BEAM ' 40 v 2 p U) Ln U o BATH Nw3 0 MASTER BEDROOM No. 1 LIVING ROOM EXISTING FAMILY ROOM EXISTING ' FIREPLACE 0 ju un 3/4"SUBFLOOR iJilllill 1111 (� (3) 1-3/4X7-1/4 ML GIRDER DBL 2X8 FJ EXISTING � � (3) 1-3/4X9-1/2 ML GIRDER @16"OC FLOOR 0.� j,P�'♦' p.� ;:P�r♦ 0.� I•�v•r♦ EXISTING BASEMENT NEW 3ASEMENT HSS 5X5XI/4 Emil TUBE STEEL O b'� COLUMN EXISTING Q 00 .� _ DUTCH WALL �•; LALLY COLUMN _ d, (TYPICAL) M DUTCH un ir1 WALL 2"SLAB 4"COINC.SLAB r♦•ore r d p 42"X42"X12"COLIC.FTG e °` e • w/(4)#5 REBAR EACH WAY 2'X2'Xl' CONC.FTG. NIL CROSS SECTION D 4 .., SCALE: 1/4" = 1'-0" r� V. 's� '� i ` .> y, DRAWN: MH/MS SCALE: JOB#: 0 ,'$ 6/24/2022 SHEET NUMBER: A- 1 I REVISIONS: 2" 2" 2" �T Generated by REScheck-Web Software _L Compliance p Certificate © o 0 0 0 00 O O Protect ROSEN FASTENER TYPE: SPACING: Energy Gode: 2018 IEGG No.8 WOOD-SCREW Location: Mattituck, New York BASED ANCHOR WITH 16"OC Construction Type: Sfngle-famf ly tin.EMBEDMENT LENGTH Project Type: Addition No. 10 WOOD-SCREWS BASED ANCHOR WITH 16"OC � o Climate Zone: 33 DD Permit Date: tin, EMBEDMENT LENGTH Permit Number: 1/4in.dia. LAGSCREW Construction Sfte: Owner/A ent: Desi ner/Contractor: BASED ANCHOR WITH 16"OC 9 J tin.EMBEDMENT LENGTH O+ O O O 850 LUPTON POINT ROAD O O ® O MATTITUCK, NEW YORK O 3/4"APA PLYWOOD ~ SHEATHING 1/2"APA RATED SHEATHING GRADE PLYWOOD O O O O O O Compllance:3,2% Better Than Code Maximum UA: 211 Your UA:210 Maximum SHGC: 0,40 Your 61-16C0.29 VE:7 " " " " (ALTERNATIVI /16 O.S.B.) The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. 1/2"APA RATED SHEATHING Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade GRADE PLYWOOD 8 0 assembiy in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. (ALTERNATIVIVE:7/16"O.S.B.) Q Envtslo�2e Assemblies Z O Gross Area FASTENER TYPE: SPACING: 2X4 DF#2 Assembly C or avity Gont, Prop, Reci, Prop. Req. STUDS R-Value R-Value U-Factor U-Factor UA UA No.8 WOOD-SCREW O O or BASED ANCHOR WITH 10"OC H Ceiling: Flat Ceiling or Scissor Truss 393 30.0 O,O 0.035 0,026 114 10 O WINDOW SILL tin.EMBEDMENT LENGTH Ceiling 1: Cathedral Ceiling 118 30.0 0.0 0.034 0.026 26 20 TYPICAL WINDOW OPENING No. 10 WOOD-SCREWS BASED ANCHOR WITH 12"OC IST, FLOOR: Wood Frame, 16" o,c. 949 2010 0.0 0,059 01060 45 46 � PANEL SPAN EQUAL OR SMALLER tin.EMBEDMENT LENGTH SLIDING: Glass Door (over 5091. glazing) 42 0.300 0.320 113 13 H THAN 4 FEET SHGC: 0.26 1/4in.dia. LAGSCREW n HINGED: Glass Door (over 50% glazing) h--�BASED ANCHOR WITH 16"OC p O 21 0.300 0.320 6 � 2in.EMBEDMENT LENGTH SHGC: 0.24 O O O ® OO CASEMENT: Wood Frame 105 0,290 0,320 30 34 TYPICAL DOOR OPENING SHGC: 0.32 PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING: AWNING: Wood Frame 2-2X4 DF#2 STUDS CONNECTED SHGC: 0,31 20 0,290 0.320 6 6 AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL No. 8 WOOD-SCREW OR GALVINIZED BOLTS W/WASHERS BASED ANCHOR WITH 8"OC 2ND, FLOOR: Wood Frame, 16" o.c. 524 20.0 CIO 0.059 0.060 21 21 THAN 6 FEET AND NUTS @ 2'4'O.C. 2in. EMBEDMENT LENGTH SLIDING: Glass Door (over 50% glazing) 42 0.300 0.320 113 13 No. 10 WOOD-SCREWS SHGC: 0.26 TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH 9"OC AWNING: Wood Frame 25 0.290 0,320 1 8 2in. EMBEDMENT LENGTH SHGC: 0.31 PANEL SPAN GREATER THAN 6 FEET Floor: All-Wood Joist/Truss '103 30.0 0.0 0.033 0.041 23 33 AND EQUAL OR SMALLER BASE dia. LAGSCREW Q BASED ANCHOR WITH 16"OC W Q THAN 8 FEET 2in.EMBEDMENT LENGTH O O Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other F—� a/ C) WIND—BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL calculations submitted with the permit application. The proposed building has been designed to meet the 2018 IECC, requirements in �J REScheckVersion : REScheck-Web and to comply with the mandatory requirements listed In the RESchecklnslnspectloctfon Checklist, O 7 AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING �zi °-+ z Name - Title Signature Date WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" w U AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE- AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO H COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL O .a CONSTRUCTION CODE). THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE. ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. a/ ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. O° HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. 0 N v m m aU v � v o m paw m o � 2i 3 3 00 a; \ � v ^ � v to UON r- 1 1/4 000 v `Z J� 1112 1 1/4 1 1/4 1 1/4 1 1/4 1 1/2 1 1/4 1 1/4 1 1/4 1 1/4 1 1/2 1 1/4 N a) LNDY.RM. BA.2 KIT. M.BA. BA.1 W W.0 LAV. SINK W C LAV. LAV. LAV. LAV. W C W.M. D.W. 13" SH ER SHO ER SHO ER F.A.I. 1 1/2 3 1 1/4 02 C.O. I 1 1/4 20 02 3 1 1/4 1 1/4 3 C.O. C.O. 1 1/4 U 3 2 3 3 N N SLOPE" 1/4" PER FOOT PITCH TO DRAIN 4 —�TO APROVED (, 4"C.I. SEPTIC SYSTEM TRAP HOUSE �F 4000 PLUMBING SCHEMATIC �P.y SCALE: NOT TO SCALE '�� �' '�• .�, tj r DRAWN: MH J MS SCALE: W 1 L JOB#: 6/24/2022 Y� ' ✓ :' ', �'(, SM SHEET NUMBER: A- 1 2 REVISIONS: oo oo oo LOFT / OFFICE : EAST : 10 ol • ; ; oo 0 10 oo oo o 000 Ft o o Z DINING ROOM KITCHEN MASTER BEDROOM Q FAMILY ROOM EAST EAST EAST EAST . Q O o LOFT / OFFICE WEST a O U H : ono rq co 4 o c ncu v O o , N m 0 O � PANTRY WET BAR LIVING ROOM \ .. WEST WEST WEST KITCHEN 4 " x . L, u CC N E0-4 v V O ENTRY LIVING ROOM DINING ROOM a `•Vie .v�a ' �! DRAWN: MH/MS SCALE: NORTH NORTH NORTH ` ;r, i JOB#: "',, '• ( 6/24/2022 SHEET NUMBER: INTERIOR ELEVATIONS °� . - , SCALE: 3/8" = V-0" A- ] 3 REVISIONS: rrr �/r /rr //r rrr �� ', ,•� �, �• �� r � �. ' , � .� '. ' . � . ', ' . � , � ." '• ' � •' � � ". — 0 ; �i �i •' � , � � . ,' . .. � ; ' � •� . .. ��—� ; •� off . . ' O H � E W 0 0 JL_ mLLLLL _� I � L_- jA - I I -_ 1 11 M MASTER BATH MASTER BATH MASTER BATH MASTER BATH Q NORTH EAST SOUTH WEST -(3)'21<8 HDR ,' . '" • . "; • , o000� '. ' :• , �i rrr �/i rrr � . ' � .• ', ". ,� � �/ rrr � , , •; ,' � '. � ; '� •' • rum - o 0 � , 0 wQ o BATH No. 1 BATH No. 1 BATH No. 1 BATH No. 1 p W NORTH EAST SOUTH WEST Oa Z O U (3) X8 HDR; '� � :, '• ,� . ', � :, '. ', ,' , '..���, /r //i rrr r '. ; , '. � :1 '. ,; , 0 cV v cm v° (3) 2X paw m o � BATH No. 2 BATH No. 2 BATH No. 2 BATH No. 2 00 NORTH EAST SOUTH WEST 0 m I � in Lo U r' \C v O 044 �44 � N ® O O LAUNDRY ROOM LAUNDRY ROOM LAUNDRY ROOM LAUNDRY ROOM x NORTH EAST SOUTH WEST INTERIOR ELEVATIONS SCALE. 3/8 - l 0 ,�e , ��►�+ fib C��4 DRAWN: MH/MS SCALE: °� JOB#: 6/24/2022 ti 7 SHEET NUMBER: A- 1 4 REVISIONS: HUDSON RIVER MILLS 3/4"X3-1/2" BASE HUDSON RIVER MILLS 3,4 "BASE EXTERIOR OPENING SCHEDULE BASE HUDSON RIVER MILLS 3/4"X6-1/2"CROWN LOCATION: MANUFACTURER PRODUCT CODE TYPE WIDTH HEIGHT TOW JAMB SIZE GRILLE COMMENTS: HR730-6 PROPOSED BASEMENT: BASEMENT ADDITION ANDERSEN CXW145 CASEMENT 2'-ll 15/16" 4'-4 13/16" 8"(VIF) EGRESS w/ESCAPE WELL AND COVER BASEMENT ADDITION ANDERSEN A281 AWNING 2'-7 1/2" 2'-0 1/8" 8"(VIF) 1ST.FLOOR: ROOM FINISH SCHEDULE HUDSON RIVER MILLS SMOOTH-STARS210 SGL. DOOR 3'-0" 6'-8" 6-9/16" FIELD MULL HR2504 1-1/n6^xz"SILL ENTRY THERMATRU SMOOTH-STAR S263XJSL-SDL SIDELIGHTS 1'-0" 6'-8" 6'-9" 1W3H ' LOCATION: FLOOR: BASE TRIM: WALLS: OPENING TRIM: CEILING: CEILING TRIM: REMARKS WALK-IN CLOSET ANDERSEN CW135 CASEMENT 2'-4 3/8" 3'-4 13/16" 6'-9" 6-9/16" 2W2H HUDSON DIVSI MILLS 1"X4-1/4"CASING LAUNDRY ROOM ANDERSEN CW135 CASEMENT 2'-4 3/8" T-413/16" 6'-9" 6-9/16" 2W2H • HR437 LIVING ROOM VELUX VSE3046 ELECTRIC SKYLIGHT 2'-6 9/16" 3'-10 1/4" - VIF BASEMENT: CONCRETE SLAB UNFINISHED UNFINISHED LIVING ROOM ANDERSEN CXW155 CASEMENT 2'-11 15/16" 5'-415/16" 6'-9" 4-9/16" STAIR FIR,OPEN RISER FOR BILCO DOOR GARAGE TBD VERIFY WITH OWNER OVERHEAD DOOR 16-0" REPLACE EXISTING(VIF) UNFINISHED (EXISTING INTERIOR TO REMAIN) '. PROVIDE ELECTRIC OPENER,REMOTES HUDSON RIVER MILLS 3/4"X7-1/4"BASE GARAGE THERMATRU SMOOTH-STAR 56022XJ-SDL SGL.DOOR 2'-8" 6'-8" - 4-9/16" 3W3H REPLACE EXISTING(VIF) 1F101 El GARAGE ANDERSEN CUSTOM RECTANGLE FLEXI-FRAME 8'-0" 1'-4" 4-9/16" REPLACE EXISTING(VIF) HUDSON RIVER MILLS FAMILY ROOM ANDERSEN CUSTOM TRAPAZOID 5-0" 3'-6" 4-9/16" - REPLACE EXISTING(VIF) 1ST.FLOOR: HUDSON RIVER MILLS Lpli 3/4"x3/4"COVE 1"X4-1/4"CASING HR1404 FAMILY ROOM ANDERSEN TW2846 DOUBLE HUNG 2'-9 5/8" 4'-8 7/8" 4-9/16" REPLACE EXISTING(VIF) HR437 FAMILY ROOM VELUX VSE3046 ELECTRIC SKYLIGHT 2'-6 9/16" 3'-10 1/4" - VIF - REPLACE EXISTING(VIF) O ENTRY: GYPSUM BOARD GYPSUM BOARD DETAIL No. 1 - DINING ROOM ANDERSEN CXWl55-2 CASEMENT 5'-11 7/8" 5'-4 15/16" 6'-9" 6-9/16" REPLACE EXISTING(VIF) WALK-IN CLOSET: GYPSUM BOARD GYPSUM BOARD DINING ROOM ANDERSEN CUSTOM TRAPAZOID 6'-4" 6'-8" 6-9/16" REPLACE EXISTING(VIF) DINING ROOM ANDERSEN CW25 CASEMENT 4'-8 1/2" 4'-11 7/8" 6-9/16" REPLACE EXISTING(VIF) COAT CLOSET: DINING ROOM ANDERSEN FWH5068ASR 4'-11 1/4" 6'-7 1/2" 6-9/16" REPLACE EXISTING(VIF) KITCHEN ANDERSEN CW235 CASEMENT 5-23/4" T-413/16" 6'-9" 6-9/16" F--i HALF BATH: GYPSUM BOARD GYPSUM BOARD KITCHEN ANDERSEN CW135 CASEMENT 2'-4 3/8" 3'-4 13/16" 6'-9" 6-9/16" WAINSCOAT CAP LIVING ROOM: GYPSUM BOARD GYPSUM BOARD 15n6"x2-1/4" MASTER BATHROOM ANDERSEN ARII AWNING 4'-0" 1'-5" 6'-9" 6-9/16" TEMPERED MASTER BEDROOM ANDERSEN CW25 CASEMENT 4'-8 1/2" 4'41 7/8" 6-9/16" Z STAIR: GYPSUM BOARD GYPSUM BOARD MASTER BEDROOM ANDERSEN AR31-2 AWNING 5'-11 7/8" 1'-5" 6'-9" 6-9/16" HUDSON RIVER MILLS MASTER BEDROOM ANDERSEN FWG60611R FRENCH SLIDING DOOR 5-111/4" 6'-10%" 6'-10%" 6-9/16" DININIG ROOM: GYPSUM BOARD GYPSUM BOARD BASE WALK-IN CLOSET ANDERSEN AR41 AWNING 4'-0" 1'-5" 6'-9" 6-9/16" 3W1H H/ I o BEDROOM No.2 ANDERSEN TW3046 DOUBLE HUNG 3'-1 5/8" 4'-8Ya" 6'-9" 4-9/16" 2W1H H KITCHEN: GYPSUM BOARD GYPSUM BOARD BATH No.1 ANDERSEN TW2636 DOUBLE HUNG 2'-7%" 3'-8%" 6'-9" 4-9/16" 2WIH TEMPERED E--� BEDROOM No.3 ANDERSEN TW3046 DOUBLE HUNG 3'-1 5/8" 4'-8%8" 6'-9" 4-9/16" 2W1H REPLACE EXISTING(VIF) ~ PANTRY: GYPSUM BOARD GYPSUM BOARD HUDSON RIVER MILLS Q 9/16"x5-1/2"PANEL f BEDROOM No.3 ANDERSEN TW3046-2 DOUBLE HUNG 6'-3%" 4'-8%8" 6'-9" 4-9/16" 3W2H REPLACE EXISTING(VIF) ^ HR1510 01 I H FAMILY ROOM: - - - - o 2ND.FLOOR: 6-9/16" GARAGE: DETAIL No. 2 OFFICE/LOFT ANDERSEN AW251-3 AWNING T-1 1/8" 2'-4 3/8" 6'-9" 6-9/16" 2W2H TEMPERED OFFICE/LOFT ANDERSEN j C34 CASEMENT 5'41 7/8" 4'.0" 6'-9" 6-9/16" UTLITY CLOSET: GYPSUM BOARD GYPSUM BOARD OFFICE/LOFT ANDERSEN FWH90611ASR FRENCH INSWING DOOR 8'-11 1/8" 6-10 3/8" 6-9/16" LAUNDRY ROOM: GYPSUM BOARD GYPSUM BOARD WINDOW SCHEDULE FOR BIDDING PURPOSE ONLY.GENERAL CONTRACTOR TO REVIEW ALL CALL OUTS TO REPLACE OR ADD.ALL WINDOW AND DOOR OPERATION AND HANDING TO BE REVIEWED WITH OWNERS PRIOR TO ORDERING.WINDOWS AND GLASS DOORS TO BE ANDERSEN 400 HIGH PERFORMANCE SERIES.PROVIDE OPTION OF SNAP IN GRILLES VS FULL DIVIDED LIGHT.REVIEW PLANS FOR NECESSARY TEMPERED GLASS AS NOTED ALL NEW WINDOWS AND DOORS TO BE PRICED WITH STANDARD HARDWARE,SCREENS AND PREFINISHED HALL: GYPSUM BOARD GYPSUM BOARD INTERIOR TRIM NOTES : INTERIOR,INCLUDING EXTENSION JAMBS. INCLUDE 5/4X4 EXTERIOR CASING. EXISTING WINDOWS TO REMAIN TO BE INSPECTED FOR ANY NECESSARY REPLACEMENTS OR • HARDWARE REPAIRS.VERIFY WITH OWNERS ALL EXISTING DOORS AND WINDOWS TO REMAIN. MASTER BEDROOM: GYPSUM BOARD GYPSUM BOARD O d C) WALK-IN CLOSET: GYPSUM BOARD GYPSUM BOARD F-{ 1). TRIM AND MOLDINGS: INSTALL IN SINGLE, UNJOINTED LENGTHS AT OPENINGS AND O w MASTER BATH: MOISTURE-RESISTANT MOISTURE-RESISTANT FOR RUNS LESS THAN THE MAXIMUM LUMBER LENGTH AVAILABLE. FOR LONG RUNS, z GYPSUM BOARD GYPSUM BOARD USE ONLY 1 PIECE LESS THAN THE MAXIMUM LENGTH AVAILABLE IN ANY STRAIGHT RUN. STAGGER JOINTS IN ADJACENT MEMBERS. COPE MOLDING AT RETURNS. MITER w EO BEDROOM No.1 GYPSUM BOARD GYPSUM BOARD ALL CORNERS. CLOSET: GYPSUM BOARD GYPSUM BOARD 2). ATTACH THE WORK SECURELY IN PLACE. a/ a). NAILING: BLIND NAIL WHERE POSSIBLE. USE FINISH NAILS WHERE EXPOSED. SET INTERIOR OPENING SCHEDULE Oc BEDROOM No.2: GYPSUM BOARD GYPSUM BOARD NAIL HEADS FOR FILLING, EXCEPT FOR EXTERIOR WOOD SCHEDULED TO RECEIVE NATURAL FINISH (IF ANY). LOCATION SIZE: DOOR TYPE: JAMB SIZE HARDWARE REMARKS CLOSET: GYPSUM BOARD GYPSUM BOARD b). ANCHORING: SECURE THE WORK TO ANCHORS OR TO BLOCKING WHICH IS BUILT- FOUNDATION: INTO OR DIRECTLY ATTACHED TO SUBSTRATES. KITCHEN: GYPSUM BOARD GYPSUM BOARD 3). CASEWORK: INSTALL WORK IN A MANNER CONSISTENT WITH THE AWI QUALITY 1ST.FLOOR: BATHROOM: MOISTURE-RESISTANT MOISTURE-RESISTANT GRADE SPECIFIED. C) GYPSUM BOARD GYPSUM BOARD ENTRY CLOSET 5/OX6/8 PRE HUNG DBL DR 4-5/8" DUMMY LOCK BALL CATCHES a). SECURE CASEWORK TO GROUNDS, STRIPPING, OR BLOCKING WITH COUNTERSUNK N v B HALL 3/OX6/8 ARCH OPENING 4-5/8" co , � C1 LINEN CLOSET: GYPSUM BOARD GYPSUM BOARD CONCEALED FASTENERS AND BLIND NAIL AS REQUIRED TO PROVIDE A RIGID MASTER BEDROOM ENTRY 2/6X6/8 PRE HUNG SGL DR 4-5/8" PRIVACY LOCK °` n r u INSTALLATION. SCRIBE AND CUT FOR ACCURATE FIT TO OTHER FINISH WORK. WALK-IN CLOSET 2/6X6/8 PRE HUNG SGL DR 4-5/8" PASSAGE LOCK xp m HALL 3/OX6/8 ARCH OPENING 4-5/8" C7, $ .E b). ADJUST AND LUBRICATE CASEWORK HARDWARE FOR PROPER INSTALLATION. `. ¢ MASTER BATH 2/4X6/8 PRE HUNG SGL DR 6-5/8" PRIVACY LOCK w C0 SOUTH-EAST 4). PLASTIC LAMINATED FINISH WORK (WHERE APPLICABLE): SITTING ROOM 2/6X6/8 PRE HUNG SGL DR 4 5/8" PRIVACY LOCK In COVERED PORCH: CLOSET 1/8X6/8 PRE HUNG SGL DR 4-5/8" PASSAGE LOCK o 00 a). COORDINATE AND VERIFY SIZES AND LOCATIONS OF OPENINGS FOR FIXTURESn WITH ACTUAL FIXTURE SIZES. FORM INSIDE CORNERS TO A RADIUS OF NOT LESS BATH No.2 z/4x6/s PRE HUNG SGL DR 4-s/s" PRIVACY LOCK ca u m NORTH-WEST THAN 1/8". ROUT CUTOUTS AND FILE CUT EDGES TO SMOOTH SURFACE FREE OF LAUNDRY ROOM 2/6X6/8 POCKET DOOR 4-5/8" PASSAGE LOCK LO UPPER DECK: In U CRACKS. OFFICE 2/6X6/8 POCKET DOOR 4-5/8" PRIVACY LOCK � � in WALK-N CLOSET 2/4X6/8 POCKET DOOR 6-5/8" PASSAGE LOCK 00 tt v NORTH-WEST HALF BATH 2/4X6/8 PRE HUNG SGL DR 4-5/8" PRIVACY LOCK LOWER DECK: l W 12" MUDROOM CLOSET 4/OX6/8 PREHUNG DBL DR 4-5/8" DUMMY LOCK BALL CATCHES 3/4"THICK BIRCH OUTDOOR SHOWER: ;SHELVING GARAGE 2/8X6/8 PREHUNG 4-5/8" KEY LOCK 45min FIRE DOOR w/STEEL JAMB,SC HINGES DINING ROOM 3/6X6/8 ARCH OPENING 4-5/8" 1/4"X3/4"BEADED 4/6X6/8 ARCH OPENING 4-5/8" W SHELF EDGING FAMILY ROOM 10/OX6/8 ARCH OPENING 4-5/8" 2ND.FLOOR: - Ql KITCHEN - O OFFICE/LOFT: GYPSUM BOARD GYPSUM BOARD COMMON AREA 6/OX6/8 ARCH OPENING 6-5/8" U 1X3 BIRCH CLEAT (SIDES&BACK) BASEMENT STAIRWAY 2/6X6/8 PREHUING SGL DR 4-5/8" KEY LOCK INSTALL WITH WEATHERSTRIPPING INTERIOR BALCONY GYPSUM BOARD GYPSUM BOARD 82"TO TOP OF AND DOOR SWEEP,SC HINGES FINISHED FLOOR BEDROOM No.2 2/6X6/8 PREHUNG SGL DR 6-5/8" PRIVACY LOCK � N CLOSET 4/OX6/8 PREHUNG DBL DR 4-5/8" DUMMY LOCK BALL CATCHES l"""" 94 BATH No.3 2/6X6/8 PREHUNG SGL DR 6-5/8" PRIVACY LOCK LINEN CLOSET 2/OX6/8 PREHUNG SGL DR 6-5/8" PASSAGE LOCK NORTH-WEST 16" BEDROOM No.3 2/6X6/8 PREHUNG SGL DR 6-5/8" PRIVACY LOCK BALCONY: _ 3/4"THICK BIRCH CLOSET 4/OX6/8 PREHUNG DBL DR 4-5/8" DUMMY LOCK BALL CATCHES V) SHELVING x BEDROOM No.4 2/6X6/8 PREHUNG SGL DR 6-5/8" PRIVACY LOCK � CLOSET 4/OX6/8 PREHUNG DBL DR 4-5/8" DUMMY LOCK BALL CATCHES 1/4X3/4"BEADED BATH No.4 2/6X6/8 PREHUNG SGL DR 6-5/8" PRIVACY LOCK94 " SHELF EDGING LINEN CLOSET 2/OX6/8 PREHUNG SGL DR 6-5/8" PASSAGE LOCK 1FIR LE BEDROOM No.5 2/6X6/8 PREHUNG SGL DR 6-5/8" PRIVACY LOCK ,� FIR POLE CLOSET 4/OX6/8 PREHUNG DBL DR 4-5/8" DUMMY LOCK BALL CATCHES 1X3 BIRCH CLEAT +5,�'414, OPENING SCHEDULE FOR BIDDING PURPOSE ONLY.GENERAL CONTRACTOR TO REVIEW ALL CALL OUTS TO REPLACE OR ADD. 1 �+� (SIDES&BACK) .,� •^ " r�..+ ✓�`� ` ALL OPERATION AND HANDING TO BE REVIEWED WITH OWNERS PRIOR TO ORDERING. INTERIOR DOORS TO BE SIMPSON 66"TO TOP OF FINISHED FLOOR RED-PRIME DOORS WITH PRIMED JAMBS AND EASED EDGE STOPS.DOOR MANUFACTURE,STYLE AND FINISH TO BE VERIFIED � �:;.'_• WITH OWNERS PRIOR TO ORDERING.POCKET DOOR TRACKS TO BE GRANT 1230 SERIES.INTERIOR OF POCKET WALLS TO BED PAINTED BLACK PRIOR TO DOOR INSTALLATION.ALL POCKET DOORS TO HAVE CONCEALED GUIDES INSTALLED. " q f DRAWN: MH/MS ALL DOORS TO BEDROOMS AND BATHROOMS TO HAVE FLOOR STOPS(DOME SHAPE,FINISH TO MATCH).ALL HARDWARE e + t SCALE: TO BE EMTEK:STLE AND FINISH TO BE VERIFIED WITH OWNERS PRIOR TO ORDERING. JOB#: ~+ Gy ►3 t .�® 6/24/2022 iJMBER: TYPICAL CLOSET SHELVING -- . a �� SHEET N A- 1 5 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 o ° 0 BOTTOM PLATE o RIDGE LEDGER BATHTUB HEADER DOUBLE JOIST o SIDEWALL RAFTER JACK STUDS IIP FLOOR USP NUMBER DESCRIPTION APPLICATION 1 ST. 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 APPLY OVER RIDGE TO EACH RAFTER2x6-2x8 LS26 18 SLOPE HANGER APPLY TO EACH RAFTER LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE Z ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ga. / 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 O 1--1 WALL STUD THROUGH-ROOF EXHAUST / VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED RAFTER QI SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN n VENTILATION ►�+ SIDEWALL FLASHING WOOD JOIST FOUNDATION TOP PLATE - - - FINISH WALL AND MOISTURE BLOCKING 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS �48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA Z 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 O THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER F.-{ 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 M--i ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. CONTIN. SOFFIT / EXT. PLYWOOD FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION INSTALL 4'0" O.C. AND SO AS TO MAINTAIN AIR SOFFITED EAVE H 8" - 14" LSTA30 1-1/4"00" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY " CONNECT TO ON ALL OPENINGS ACTION 4" - 6 RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE_BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. ' / CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"06" 18ga. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT ' OF FLASHING 2ND. FLOOR WALL ROOFING LAPS BASE FLASHING 4 INCHES RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING Q SIDES 4 INCHES AND LAPS NAILED TO SHEATHING W SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT � O WOOD JOIST [� ol O � W O z TOP PLATE GIRDER/HEADER a oSIDE WALL FLASHING 1ST, FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC WOOD JOIST W E- �D AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD AND RAKES -- PROVIDE HEMMED EDGES SO O ,� FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION 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 ON ALL OPENINGS RIDGE VENT FOLDS KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH 00 RAFTER PLATE RT15 TYDOWN ANCHOR CONNECT EACH FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. / RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1 4"x48" 16 a. STRAP AND JACK STUDS CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS / g PLATE WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF ON ALL OPENINGS / PLATES TO EACH STUD DBL. SILL PLATE O TERMITE SHIELD I SUBFLOOR SILL GASKET WOOD JOISTS ♦ / v NEOPRENE i m �'+ r N ;~ CONC. SLAB GASKET �,�. ' ' 2x6 /2x8 CONTINUOUS WOOD PLATE coTYP. CONC. FOUNDATION ( � ' x �, DAMPPROOF EXTERICR 6 MIL. POLY GRANULAR FILL c vz' I BOLTED TO STEEL BEAM WITH o m 72 6MIL POLY ON EXTERICR \. 1/2 " DIA. BOLTS @ 48" O.C. STAG. ' I p STEEL COLUMN ov , c ° ° \ ROOF JACK �♦ � „ �� STEEL BEAM ti V. v ' CONC. SLAB u `. ' p ° ♦i // III\ .` au 0000 ° ^ \, POUROD BOLT EMBEDMENT: ` �°. � r. � ` ROOFING LAPS 4" x 1/4" x 8" STEEL O �' COMPACT FILL b r ^ BLOCK WALL: 15" I TOP AND BOTTOM PLATE � u KEYWAY FOOTING c v /� e ° 4 ° p ` FLASHING AT .` WITH 1/2" x 6" ANCHOR BOLT � U rcu r e �'n e' p CONC. FTG. p Q p C c' SIDES AND TOP m USE WITH 3x3 SQUARE WASHERS 1/2" GROUT n .c , A O ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) �` 00 v I I 3" STEEL COLUMN c w p REINFORCING BAR ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT I I I X, DRAIN TILE p SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72" OC TYPICAL BEAM DETAIL TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36" OC WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING WALL BOTTOM PLATE TO FOUNDATION SLAB-ON-GRADE ITT;;IES 57" OC ROOF JACKS & VENTS DETAIL U O I SUBFLOOR c�j1 CONC. SLAB I I DOOR FRAME 6X6 10/10 WWM GARAGE o-- JOIST N COMPACT FILL ' DOOR USE 2X8 STEEL BEAM FOR BLOCKOUT <<' 4" SLAB P.T. PLATE W/ 6X6 WMM M I I SLOPE , tl 4"DRIVEWAY VA --op- NOTCH JOIST AND ADJUST HEIGHT V 1/2" AlR S ACE < <I ° ° (WITH A NAILING PLATE IF NEEDED) AT END AND q• " •,p ° ° o e :a °° , ° TO BE APROX. 1/2" OR HIGHER THAN ES OF WOOD p ° ° STEEL BEAM TO ALLOW FOR SHRINKAGE x GRADE -_n------«-----' ;-G Z; p BEAMS _ - °� .e D ° e G " ° '° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) p 6X6 W.W.M. 12" a ° _ `'• _ p o e o p II-_II—IILII�II� MIN. ° .o D e D 'A A'a A'� ° _�\NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM REINFORCING BAR _ p ° n ^ �D IIII �II �SUBFLOOR 6 •, NOTCH EQUALS 1/4 DEPTH OF BEAM 'll I ° D p • <I . D 11 REINFORCING BAR c I—I a ° u II DRAIN TILE .�� ►I o ° I e 4 ° 1=P SHEET METAL / 30# FELT UNDER BEAM AT POINT II !• /� e a STEEL BEAM N g 12" OF CONTACT WITH CONCRETE OR CONC. BLOCK llfff-iTi_ITi_�=Ill-lil_Ti� l.i�"' ' "`"` o ° 3„ PLATE (BOLTED TO BEF C TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. �° SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. ��1 DRA\VN: MH/MS r 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT irk �Ay�rZ�`•' SCALE: BEAM POCKET ` e JOB#: zt <j � 6/24/2022 d ( $ SHEET NUMBER: A- 1 6 REVISTONS: CODE: 2020 IRC, 2020 NYS UNIFORM CLIMATIC &GEOGRAPHIC DESIGN CRITERIA FIRE PREVENTION AND BUILDING CODE GROUNC WIND SEISMIC FROST WINTER ICESHIELD FLOOD WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS R SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UN E N HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIREDUIRED 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TOTO HEAVY MODERATE 11 NONE - USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. SOIL COMPACTION: 4"MAX. 1). CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# KING STUDS CAPACITY. 2). NEW FILL TO BE CLEAN OF ORGANIC MATERIAL. CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. REMOVE AND ADD ADDITIONAL FILL AS NEEDED. 4"DIA. MAXIMUM 3). COMPACTION OF NEW FILL SHALL BE AT LEAST 95% PROCTOR DENSITY (PER ASTM D 698 RAFTER CRIPPLE STUD AND ASTM D 1557). COMPACT THE SOIL AT 12- LIFTS (TYPICAL). CONTRACTOR TO HAVE FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. LEDGER RIDGE HEADER DECK AND COVERED PORCH NOTES: 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. Z All fasteners, hangers and anchors to be galvinized or stainless steel. � RAFTER JACK STUDS 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2"dia x 7" long anchor bolt with washers and nuts. RAFTER-TO-LEDGER CONNECTION 3). Posts supporting girders shall be anchored to a minimum 24"x24"xl2"thick concrete LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION footing. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION be 3 ft. below grade. STAIR RAILING LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"x12"20ga. STRAP APPLY TO EACH JACK STUD 4). Deck joists to have blocking at 8'0 o.c.. 0 ROOF I LSTA24 1-1/4"x24"20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD E—I 5). Flashing shall be installed between the building and ledger. Lapping up the sheathing and over the ledger. Ledger to be fastened to building with 1/2"dia. bolts with washers 1-1/2"SPACE and nuts at 16"o.c. MINIMUM W 6). Concrete piers shall be a minimum 6"above grade. HANDRAILS RAFTER 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored to girder(s). RAFTER 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. ^ 9). Use simpson hangers and anchors with Z-MAX tripple protective coating or equal POST for any contact with ACQ. TOP PLATE TOP PLATE BALUSTERS RIM/DECK JOIST HANDRAIL NOTES: i_- I 0 OPEN BALUSTER ATTACHED TO WALL WALL STUD WALL STUD All required handrails shall be of one of the following types F�-I o or provided equivalent graspability. n HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION 1).Type I. Handrails with circular cross section shall have an ^ RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION outside diameter of at least 1-1/4 inches and not greater ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH I OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER/PLAT RTlS TYDOWN ANCHOR CONNECT EACH than 2 inches. If the handrail is not circular it shall have a SHALL NOT BE LESS THAN 1 1/4"'NOR MORE THAN D A CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION perimeter dimension of at least 4 inches and not greater 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR EACH RAFTER than 6-1/4 inches with a maximum cross section of CONNECT TO PLATES TO EACH STUD CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER USE MIN. (2) 1/2"DIA. GALV. BOLTS WITH WASHERS AND NUTS dimension of 2-1/4 inches. PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"- 12" RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR EACH RAFTER 2).Type II. Handrails with a perimeter greater than 6-1/4 inches shall provide graspable finger recess area on both sides of the profile.The finger recess shall begin with a distance of 3/4 inch measured vertically from the tallest 4"MAX. portion of the profile and achieve a depth of at least 5/16 inch within 7/8 inch below the widest portion of the 4" DIA. MAXIMUM profile.The required depth shall continue for at least 3/8 GIRDER/HEADER inch to a level that is not less than 1-3/4 inches below the O C) tallest portion of the profile.The minimum width of the H GIRDER/HEADER handrail above the recess shall be 1-1/4 inches to a O 7 ° maximum of 2-3/4 inches. Edges shall have a minimum G W ° radius of 0.01 inches. z JOIST POST/COLUMN ° ° ° ° O U POST/COLUMN NAILING SCHEDULE W a � ROOF SHEATHING: GIRDER/HEADER NAIL JOINT DESCRIPTION QTY SPACING NOTES 00 POST-TO-GIRDER/HEADER CONNECTION AS PER TABLE 3.8 LOCATION USP NUMBER DESCRIPTION APPLICATION STRUCTURAL PANEL 8d WFCM-SBC SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN DECK/PORCH RAILING 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION ROOF FRAMING: LOCATION USP NUMBER DESCRIPTION APPLICATION HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN „ JOINT DESCRIPTION NAIL NAIL NOTES JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST USE MIN. (2) 1/2 DIA. GALV. BOLTS WITH WASHERS AND NUTS QTY. SPACING RAFTER TO 8'WALL: 3-8d COMMO EACH TOE-NAIL TOP PLATE 10'WALL: 4-8d COMMOr I RAFTER o CEILING JOIST 8'WALL: 3-8d COMMOt, EACH +• TOE-NAIL cv TO TOP PLATE 10'WALL: 4-8d COMMO JOIST m m o CEILING JOIST TO AS PER TABLE 3.7 EACH FACE X ^ _ U 0 ® STU PARALLEL RAFTER WFCM-SBC LAP NAIL o m r -a .2 BEARING PLATE GIRDER CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE O � ° Q, U OVER PARTITION WFCM-SBC LAP NAIL w �° ° COLLAR TIE AS PER TABLE 3.4 EACH FACE 4 v • TO RAFTER WFCM-SBC END NAIL o °J00 o BLOCKING EACH TOE � WOOD JOIST •�> � 2 -8d COMMON •.. ..+~ �' TO RAFTER END NAIL ,C� RIM BOARD EACH END LEDGER I I ° GIRDER/HEADER >- 2-16d COMMON 'n U cn TORAFTER 1 CONCRETE PIER END NAIL 00 WOOD JOIST N v WOOD JOIST WALL FRAMING: JOINT DESCRIPTION NAIL NAIL SPACING NOTES FLUSH JOISTS WITH HEADER/GIRDER TOP PLATE DOUBLE 2x TOP PLATE TO 2 -16d COMMO PER FOOT FACE NAIL rn CEILING JOIST TO BLDG. CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH THE PROPER STEEL CONNECTOR. I I FOR HEADER 416d COMMO ER HEADER/GIRDER-TO-POST CONNECTION TOP PLATES AT JOINTS FACE W LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"OC WITH WASHERS I I OR BEAM LOCATION USP NUMBER DESCRIPTION APPLICATION INTERSECTIONS EA. SIDE NAIL IF ABLE, SET FIR JOISTS APROX. 1/4" HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE. ROD I I (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE STUD TO 24" FACE REQUIRED I l 2 -16d COMMOU U O FOR STU (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE STUD O.C. NAIL HEADER TO 16d COMMON 16"O.C. FACE HEADER ALONG EDGES NAIL FLASHING TUCKED UNDER I TOP OR BOTTOM 2 -16d COMMO PER 2x4 STUD END TOP PIECE OF SIDING AND PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL N LAPPED OVER FIRST CONTIN. BOTTOM PLATE TO: PER �p PIECE OF SIDING BELOW THREADED ROD FLOOR JOIST, BAND JOIST, 2 -16d COMMON FOOT FACE NAIL END JOIST OR BLOCKING 1/2" DIA. LAG BOLTS W/WASHERS CNW COUPLER NUT CONNECTED TO BLDG. @16"OC STRINGER POST DECK FRAMING: U0 @16"OC MINIMUM (2)THRU- ` END DISTANCE JOINT DESCRIPTION NAIL NAIL NOTES x SPACING BOLTS PB44 POST a ' p JOIST TO: 4-8d C OM PER TOE ANCHOR - FLOOR FIRAMING ,. c PIER 16"TREAD - .-.- - MINIM M � GIRDER JOIST NAIL 2x JOISTS 2 -8d COMMO o o ' o END ANCE BRIDGING EACH TOE GRADE : ,a CONC.SLAB °,°a4 .. :a� :$ CONCRETE'FOOTING �� "�� TO JOIST END NAIL (ASREQ.) <4 c c BLOCKING EACH TOE --' ••• 2 -8d COMMO a<' ;°;sa " TO JOIST END NAIL N�►'�;aq d3 BLOCKING FOR JOIST HANGER �'� �" BLOCKING TO: EACH TOE e 8"dia. n . � DECK PIER > � LAG BOLTS p e p cork. PER PLAN 3 -16d COMMO 3'-o a^ PIER HOLLOW COLUMN UPLIFT SILL OR TOP PLATE BLOCK NAIL ' RIM JOIST/BD. ' , , SIMPSON STRONG TIE MODEL STRRI/2 LEDGER STRIP EACH FACE .r Rp `§ �, O ° DECK POST FTG. CONNECTION 3 -16d COMMO f• j` DRAWN: MH/MS ' °• --°•4 INSTALL AS PER MANUFACTURE'S RECOMENDATIONS TO BEAM JOIST NAIL "`„ SCALE: ' (' y �t a ab a LOCATION USP NUMBER DESCRIPTION APPLICATION `' t ) JOIST ON LEDGER PER TOE �," ,. 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING TO BEAM 3 8d COMMO JOIST NAIL ,,i� / �> 70B 6/ 24/2022 DECK/I ORCH LEDGER CONNECTION 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING BAND JOIST PER END TO JOIST 3 -16d COMMOI,I JOIST NAIL 'iw ►r '��ld� SHEET NUMBER: BAND JOIST TO: PER > �.01r,14 SILL OR TOP PLATE 2 -16d COMMO FOOT TOE NAIL -- - A- 17 REVISIONS: G'" WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: ® _ 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 W WALL: 4-8d COMMO 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: DESIGN CRITERIA 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 CEILING JOIST 8'WALL: 3-8d COMMON EACH TOE-NAIL (UNIFORM CODE) 2020 1RC, 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING 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-Sd COMMON JOIST AS PER FLOOR PLANS, CROSS SECTION, DETAILS, AND GENERAL NOTES g y p g g p p FRAMING ELEMENTS 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 DESIGN DEAD LOAD(PSF)R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R3011.7 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 UNINHABITABLE ATTICS (NO STORAGE) 10 EXTERIOR (LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH 080 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) 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM - SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR (LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 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 COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS INTERIOR (LIGHT FRAME) STEEL WALLS 5 FLOORS U360 SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 CEILINGS (PLASTER, STUCCO " 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 TO RAFTER WFCM - MASONRY WALLS (8"THICK) so ) U360 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 BLOCKING 2 . 8d COMMON EACH TOE FIRE ESCAPES 40 CONCRETE WALLS (6"THICK) 85 CEILINGS (GYPSUM) L/240 GUARDS AND HANDRAILS zoo accordance with table 3.3. TO RAFTER END NAIL SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS LJ240 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES (R301.5) PER 20 SQ. IN. 20001bs EXTERIOR WALLS (PLASTER, STUCCO) H/360 (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL PASSANGER VEHICLES 50 EXTERIOR WALLS (BRITTLE FINISHES) H/240 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS (FLEXIBLE FINISHES) H/120 Z 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 WALL FRAMING: SLEEPING ROOMS 30 LINTELS (SUPPORTING MASONY WALLS) L/600 O 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 F--I 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) 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, TOP PLATE TO 2 - 16d COMMONPER FACE NAIL 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 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION w 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4 - 16d COMMON JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's pP STUD specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMONO.C. NAIL Sym.:EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE p Q attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION 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 gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16d COMMON 16" O.C. FACE 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 HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMONPER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION � 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 Z 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: O FOUNDATION NOTES: Type II 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 length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 [� 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: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT Q ) FLOOR FRAMING. MPH CATEGORY DEPTH TEMP. REQUIRED HAZARDS LOAD Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL (MPH) Q 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES Ql „ 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO 17 NONE - 3). Provide 1/2 expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE concrete or masonry walls occuring in exterior or unheated interior areas. SILL, TOP PLATE OR GIRDER 4 - 8d COMMON JOIST NAIL 8). CONNECTIONSAROUNDEXTERIORWALLOPENINGS: ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with #5 re-bar, 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. all slabs on grade 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 to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative densitywith Where a ridge 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. . 8d COMMON 12" O.C. ( ) p anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride 3 - 16d COMMON @ @ NOTE: 2 FOR PANEL FIELD 6 maximum lifts (layers). p p g SILL OR TOP PLATE BLOCK NAIL w 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 p C) 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 iron foundation vent for every 150 sq. ft. of area. NOTES DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE 0 O W 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. a z- 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 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 - 16d COMMONJOIST NAIL 0 U 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. L/� 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 F_ 1 Q H Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: � o FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ROOF SHEATHING: 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. kn For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. oc 1). All framing techniques and methods as prescriptive design of current SBC High Wind NAIL NAIL 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION -� 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. Q SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd 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. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5). A minimum of 10 inch flashing shall be installed between the building and ledger. JOINT DESCRIPTION NAIL NAIL o otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. N a)where needed. NOTE: 2 FOR PANEL FIELD GYPSUM 7 O.C. EDGE m " 1; 0 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS "' mCU Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all WALLBOARD 10" O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6" 0. . 8d COMMON @ 12" O.C. SEE NOTE: 3 X "6). Concrete piers shall be a minimum 6 above grade. o M I openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: NOTES 6" T°u• openings. Bearing wall window 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 ° openings between 4'1 and 6'0 and 2x6 wall openings between 5'll and 8'9. Provide fire NAIL NAIL � w M .� to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. �, and blocking where applicable. QTY. SPACING o 00 \ 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1). For wall sheathingwithin 4 feet of the corners, the 4 foot edge zone attachment requirements shall ni a ' 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS 8d COMMON WFCM - SBC ) g qCa U be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16" OSB 3" O.C. EDGE rn u m 6d COMMONIt 'D •_ iz p 1 p J g g p PLYWOOD 61 O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with N �, -° 6). Double u floor joists under walls that run parallel to the floor joist and under bathtubs. 1). All water supply, drains a and venting to be installed as per N.Y.S. Residential G Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7 O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. o w 5d COOLERS on plans. WALLBOARD 10" O.0 . FIELD 2 Verify septic system 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 ) Y 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 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 provide adequate bracing and plates to protect and secure the structure. Verify with the QTY. SPACING w state code and manufacture's recommendation for maximum hole size ands spacing permitted. 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. � (� where applicable unless otherwise noted. p g p STRUCTURAL PANELS 6" O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC SYSTEM NOTES 1" OR LESS 8d COMMO 12" O.C. FIELD (5.75Q.FT.2ND. FLOOR) u 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists MIN.44"SILL-AFF 0 g NOTES: NYS Residential Code R302.11 -FIREBLOCKING REQUIRED iy under all bearing walls. 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) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 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. 'u N needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. 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 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed 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 �� 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, Contractor and owner for final review and approval. is nailed 3 on-center at the panel edge to obtain higher cn 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 installed94 ELECTRICAL NOTES. shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. x members shall be doubled or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces 01/ 4 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. 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 AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of I 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. 2). When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion.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. 3). All electrical work to comply with 2014 NEC. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. to c f 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or 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 /{f�' • , ,, pp q pp g and R315 of IRC. h� ,+ ' torch down type material over. �. � ���xt ' � � `yy' DRAWN: Mx/Ms N SCALE: 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&Gd4r +uJ� ,a 11 JOB#: OR APPROVED EQUAL.INSTALL WITH CAPS '� be installed with a foam sell gasket and cop termite shield or approved equal. s' 6/24/2022 AND BASES.USE WITH FLASHING CAPS TO '�� 41 SHEET NUMBER: COVER TOP � s r. r OF A- 18