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HomeMy WebLinkAbout50374-Z �o��OF SOUTyo`° Town of Southold * * P.O. Box 1179 0 53095 Main Rd COUNT Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45758 Date: 12/18/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 230 Lesters Rd Mattituck,NY 11952 Sec/Block/Lot: 114.-7-5.1 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 01/19/2024 Pursuant to which Building Permit No. 50374 and dated: 02/27/2024 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 (demolition as per Southold Town Code), including finished basement (no bedrooms in basement), front and side covered porches and rear stoop, to existing single family dwelling as applied for per ZBA#7843, dated 11/16/2023 and ZBA De Minimus approval dated 7/31/2024. The certificate is issued to: Jarrett White,Emily Warren Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-23-1248 11/26/2024 ELECTRICAL CERTIFICATE: 50374 11/25/2024 PLUMBERS CERTIFICATION: Richard J Cannarella 11/12/2024 ut rize S gnature �SU6F111,t TOWN OF SOUTHOLD moo. ay BUILDING DEPARTMENT x TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50374 Date: 2/27/2024 Permission is hereby granted to: White, Jarrett 230 Lesters Rd Mattituck, NY 11952 To: demolish (as per Town Code definition) and reconstruct a single-family dwelling as applied for per ZBA & SCHD approvals. At premises located at: 230 Lesters Rd, Mattituck SCTM #473889 Sec/Block/Lot# 114.-7-5.1 Pursuant to application dated 1/19/2024 and approved by the Building Inspector. To expire on 8/28/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,042.00 CO-NEW DWELLING $100.00 Total: $2,142.00 Building Inspector so�ryol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 �� • �o sean.devlin a-town.southold.ny.us �yCOUN1Y,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Jarrett White Address: 230 Lesters Rd city:Mattituck st: NY zip: 11952 Building Permit* 50374 Section: 114 Block: 7 Lot: 5.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Drago Electric License No: 44135ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 49 Ceiling Fixtures 5 Bath Exhaust Fan 4 Service 3 ph Hot Water Gas GFCI Recpt 8 Wall Fixtures 10 Smoke Detectors 5 Main Panel 200A A/C Condenser 3 Single Recpt Recessed Fixtures 58 CO Detectors 4 Sub Panel A/C Blower 3 Range Recpt Gas Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt G8S Emergency Strobe 4 Heat Detectors Disconnect Switches 55 4'LED Exit Fixtures Sump Pump 1 Other Equipment: Fridge, Mini Fridge, DW, W/D Notes: Two Story w/ Finished Basement Inspector Signature: Date: November 25, 2024 Copy o��S�ffOt,��OG Telephone(631)765-1802 Town Hall Annex 54375 Main Road a O Z P. O. Box 1179 go Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. ds03 � Owner: �Ba (Please print) Plumber: r`i-Cha rd- Y &0 na rG<<9k (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. . ) ak&-. (Plumbers Signature) Sworn to before me this I'2. day of N0\j f-n0bC- , 20'_ rr DARCEE AUFENANGER Notary Public, Sc➢t~�tl\k County NOTARY PUBLIC,STATE OF NEW YORK Registration No.01A00019644 Qualified in Suffolk County Commission Expires January 9,2028 1 OF SOUIyO� -- - # # TOWN OF SOUTHOLD BUILDING DEPT. cou►m,��' 631-765-1802 I NSP ECT ON [ ] FOUNDATION 1 ST/ REBAR [ ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION/ HULKING [ FRAMING / TRAPPING [ ] FINAL [ ] FIREPLACE .& IMNEY [ ] FIRES' ETY INSPECTION [ ] FIRE RESISTANT CO TRUCTION - [ ] FIRE SISTANT PENETRATION [ ] ELECTRICAL (ROUG [ ] E CTRICAL (FINAL) [ ] CODE VIOLATION [ ] RE C/O [ ] RENTAL REMARKS: Q (4 41A _�MWAd . YwlyAi�A � l OP VNs. �. DATE - INSPECTORIX IraL OF SOGIyo� # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 o� J N S P EC ,- O N s � [ ]' FOUNDATION 1ST/ REBAR [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [; ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] .PRE C/O [ ] RENTAL REMARKS: tA,14 M IV of e­ dkAmAk 914vs Y rgwa �) %��di S6�pmA , Qwt,,- Qf�kLNA!� Mat. K-EI,(j DATE INSPECTOR OF SOUlyplo � 7 # # TOWOF OUTHOLD BUDDING DEPT. 631-765-1802 [NSPEC. ON [ ] FOUNDATION 1ST/-REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ .] FIREPLACE & CHIMNEY [ ] FIRE1SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ]. CODE VIOLATION [ ] PRE C/O [- ]. RENTAL REMARKS: 4 G0 ILA C 1 DATE INSPECTOR , ? SOUTyO� o 5- Z '7 e) # # TOWN. OF LSOUTHOLD BUILDING DEPT. o�n N 631-765-1802 INSPECTION ' [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE-& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS_ : e Ct/II 11v4 re d 4 o P tfA t_ (,OA c/J &I <�DATE INSPECTOR OE SO(/l�o� * ' TOWN OF SOUTHOLD BUILDING DEPT. 631--765-1802 �� 1:NSPECTION [ ] FOUNDATION 1ST/ REBAR [. KINSULATIOWCAULKING UGH PLBG. [ ]. FOUNDATION 2ND [ [ ] 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: �,,/ u� 00. LW4 AAN DATE g INSPECTOR OE SOUIyo� # # TOWN OF SOUTHO.LD' BUILDING DEPT. 631-765-1802 o INS-PECTION ] FOUNDATION 1ST./ REBAR j ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATIO CAULKING. [ ] FRAMING /STRAPPING [ FINAL D Iti [ ] 'FIREPLACE-& CHIMNEY [ ] FIRE SAFETY INSPECTION [ . ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION. [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL . REMARKS: (� � s (9 yw4q, Ri l Dew%/ &%, &V" 14ov.%- 66, - 't _ '�- OL/,V/ DATE. 17 INSPECTOR* - OE S0U # WN 1UTHOLD BITILDING DEPT. y O courm e� 631-765-1802 INSPECTION' [ ] FOUNDATION 1ST/ REBAR [ ] 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: f ' OK DATE INSPECTOR Address:10200 Mai_n:,Road,Unit 3A,Mattituck NY AM P Architecture Phone:(631)603-9092 Design + Build D July 12th,2024 JUL 1 2 2024 White Residence BUILDING DEPT. 230 Lesters Road Mattituck, NY11952 TOWN ���F'SO[JTHOI• Tax map #1000-114.00-07.00-005.001 To Whom It May Concern, Based on my inspection at the above address,and to the best of my knowledge and ability,the foundation was installed per the architectural plans and meets NYS Building Code. Please contact our office if you have any questions. Thank you, Anthony Portillo, RA, LEED AP �gED 'tea �� I;� � vt�.}9��;d .. +�„�,• Page 1 of 1 AMP Architecture Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build October 1,2024 White Residence 230 Lesters Road Mattituck NY 11952 Tax map #1000-114.-7-5.1 To Whom It May Concern. Based on my inspection at the above address the foundation was installed per the architectural plans and meets NYS Building Code. Please contact our-office if you have any questions. Thankyou, ti Anthony Portillo, RA, LEED AP y `iX�� `"- °Lai _ KL; 'J 01 OCT 4 2024 BUILDING DIaFT. TOWN i`W SOS OI., Page 1 of 1 230 LESTERS ROAD, MATTITUCK Photo Report AM P Architecture Design + Build u E C 0 V L P OCT - Foundation `� 2024 Building Department °v'p �x v uthold NA ' -A t VA f R I�T u 1 Or i .IC f - � e aa -�'.a E[ OF d 1 F A M P Architecture Design + Build COMMERCIAL AND RESIDENTIAL SANCHEZ Fiberglass&Spray Foam Insulation INSULATION December 11,2024 kc RE: Marrcon LLC 230 Lester's Rd DEC 1 2024 Mattituck,NY Permit#: 50374 11 U CG D E K'Tt'- k4 "INN To Whom It May Concern: I, Jorge Sanchez,would like to inform that Sanchez Insulation Inc. has performed insulation work at the above-mentioned address. The following items were insulated: 2-inch close cell equivalent to RI 5 batt insulation as well as RI 9 unfaced insulation was used to insulate the attic rafters. 2-inch close cell'equivalent to R 15 batt insulation and R1 3 unfaced insulation was used to insulate the attic kneewalls. 5-inch open cell equivalent to RI 9 batt insulation was used in the 2x6 exterior walls. 2-inch close cell equivalent to RI 5 batt insulation was also used to insulate the 2x4 exterior walls. 3-inch close cell equivalent to R21 batt insulation was used in the blocking.4-inch close cell equivalent to R30 batt insulation was used for the overhang. 3-inch rockwool insulation was used to insulate the interior walls. R30 batt insulation was used to insulate the soundproof ceiling and crawlspace.RI 9 batt insulation was used to insulate the basement ceiling. R 15 batt insulation was used to insulate the basement exterior walls. This job includes fire caulking and foam around the doors and windows.This job follows the approved plans from the town. If there are any further questions,please feel free to contact me at(63 1) 960-8700. Sincerely, J41ge §anchez Vice-President 1614 Manatuck Blvd Bay Shore, NY 11706 CELL 631 . 960 . 8700 OFFICE 631 . 665 . 1353 FAX 631 . 617 . 5977 !_ wild=ing' Efn��elope::a=na �' :ud.:'Tight oss Report, 2018:`iIECC as amended°tiy fhe'2020New Y�ork`State Supplementisections:,R402`41.2and'�R403 Address:ofTest,`Z_3.0_Lesters.Rd,,1VIattituck;`NY1, 52, TestDafe 1116/2024 Building(Permit 9'�;,50374; ,Coniplia .pp,'Nt#way :P.erforinanee Test'Completed'lD. (Clustopher;;Silvia 'RESNET Rater IID# 4150294' � Home,Energy.Solutions NATE;IDN . , 1;87`Ea9VM1 in Stceet ICC�lID�,# - Huntington„NY 117.43 BPI.# f 631;=6734,Q6:64 +BuildinQ:.iEnyel'ope ? +'ightness. ! ' Volume,'CalcAkWf- Conditioned''Base`ment. I I i ' Basement 1659' ©Conditioned Crawl Space ! ,1 1659 15213 i i0 Sealed' is 2"d 578' F53Q0:' *The'conditioned floor area of'dwelling,-is calculatedilh- f - �d ,accordance with A`NSI_Z755„eRceptthaf conditioned floor i 3 I Attic, 67�53 ;area;includes:areas,,whereahe ceiling height is?less thant5 Totah•Volume; 40538' �.. �� I1 .,CFM @50jpa, ?; 1,755:90, Air,�clianges/hr.@50 a 2 60 l Code;Compliance: Passf ,, N. i. Duct Ti glitnes's !Post Constirucholn', pest Total,�Duct!Leakage: ?System'1::Withm,Condition;Space`: Duct Location Conditioned Space. Floor Area i. _ :CFM( 25 a N/A j! GFM/a100'-ft2 CFA N/A Code Compliance:j Egempt Leakage @. p -� i System=2 Wthiin,Condihon`Space '}uci,Location.Coi dit - FlocinArep:. Leakage . CF,M @.25pa NGA CFM/1QO, ft�CFQ NlA Code Compliance: Exempt System=3:'Wtlin'.Conditiori!Space, Duct'�Location,Conditttoned Space , FloorArea `.Leakage, CRM',@ 25pa N/A ! CFNU100 %ftZ CFA N/A Code'Gompliai ce Ezempt I ! p g,All�bu=lding envelo a t htness;has been+ver=fietl and c ndi7 red! accordance=with;RESNET/ICC 380 ASTM'E7Z9 or ASTM"E1827,as, requited'by 2018 LECC as°amended by;-the 2Q20 New�York,State Supplement; section R402:4:12: The building duct:and plenum'. systemthas fieen verified as.required by the;2018 IECC as,arriend'a'd by,:20' Nevin York State Supplemerif;SecEiorr R403.3:4: ' Signature:' -- r Date: - Christopher,`Silvia;`Pi�me",Energy'Soluhons- trPP�r'i;f.P59i7�tr0419^�,,h,S _ - , FIELD INSPECTION REPORT DATE ' COMMENTS r4 J FOUNDATION (IST) - ----- - ------- --- "'�'3 ------------------------------------ C FOUNDATION (2ND) ----- -- Gt� �' v z L w+ _ ! . ROUGH FRAMING& - -- PLUMBING -- -.-- 91 co 0 INSULATION PER N.Y. STATE ENERGY CODE 0 --- D FINAL ADDITIONAL COMMENTS _ Z - hvje �6 ---- ° rn _end o _0 ca ---� -- ev-f-d --- -- — - lov- _ Is to (0/ -- ... TOWN OF SOUTHOLD—BUILDING DEPARTMENT =o Gy y x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy�p ao�� Telephone (631) 765-1802 Fax (631) 765-9502 littps://www.southoldtownily.gov Date Received APPLICATION FOR BUILDING PERMIT �j For Office Use Only PERMIT No. `-/� Building Inspector: J A N 1 q 9 2024 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an w Owner's Authorization form(Page 2)shall be completed.' Town of' `9ou'`Iio'� Date:January 17, 2023 OWNER(S)OF PROPERTY: Name:Jarrett White & Emi1v Warren SCTM#1000-114-07-05.1 Project Address:230 Lesters Road, Mattituck Phone#:617 721 8387 Email:'arrett white mail.com Mailing Address:230 Lesters Road, Mattituck CONTACT PERSON: Name:AMP Architecture Mailing Address:PO BOX 152,_Mattituck Phone#:631 603 9092 Email:bepperson@amparchitect.com _ DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo Mailing Address:PO Box 152,Mattituck Phone#:631 603 9092 _ _ __.._ _ Email:aportillo@amparchitectcom CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: El Other Reconstruction $650,000 Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ®Yes ❑No 1 'PROPERTY INFORMATION Existinguse ofproperty: J,, Intended use of ro ert . __- _ S ,�e.._ m:►, p._p ' ,'%C, Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes Mor. IF YES, PROVIDE A COPY. Check!BOX After Readi hg:'The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by ' Chapter 236 of the Town Code. APPLICATION 15 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 orfor 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 B int naelITAuthorized Agent ❑Owner Signature of Applicant( Date: STATE OF NEW YORK) S• COUNTY OF ) hadle w= of being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the L &)T �^ (Contractor,Agent,Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewit BARBARA H.TANDY Sworn before me this Notary Public,State Of New York No. 01 TA6086001 �5 day of r , 200'?3 Qualified In Suffolk County y S• wa7 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) residing at ol, 7 �L--- do hereby authorize (�. �j to apply on my behalf to own of Southold Building Department for approval as described herein. (�w!ns Signature Date Print Owner's Name 2 'o��fFoctQ- 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 httl)s://www.southoldtonLnM.izov to Received APPLICATION FOR BUILDING PERMITA " = ' For Office Use Only �J PERMIT NO. Building Inspector: JUL 2 6 .� 2023' Applications and,forms must be filled out in.their entirety. Incomplete ]3MMI eNG DEPT, applications will not be"accepted. Where'the Applicant.is not the`owner,an: TOR?.'! Owner's,Authorisation form(Page 2)shall be completed. Date:July 25, 2023 ;OWNER(S)OF PROPERTY: Name:Jarrett White & Emily Warren SCTM#1000-114-07-05.1 Project Address:230 Lesters Road, Mattituck Phone#:617 721 8387 Email:jarrett.white@gmail.com Mailing Address:230 Lester. Mattituck C CONT.ACT PERSON Name:AMP Architecture Mailing Address:PO Box 1 52, Mattituck Phone#:631 603 9092 Ernall:be_ erson am architect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo Mailing Address:PO Box 152 Mattituck Phone#:631 603 9092 Email.aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ' ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: (]Other Reconstruction $650,000 Will the lot be re-graded? ❑Yes BNo Will excess fill be removed from premises? ®Yes [:]No . 1 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: September 5,2023 TO: AMP Architecture(White) PO Box 152 Mattituck,NY 11952 Please take notice that your application dated July 26,2023: For permit:to demolish(per Town Code definition)and reconstruct a single-family dwelling, an accessory garage and to legalize the location of an existingshed hed(under 144 sq. ft.)at: Location of property: 230 Lesters Road, Mattituck,NY County Tax Map No. 1000—Section 114 Block 7 Lot 5_1 Is returned herewith and disapproved on the following grounds: The proposed construction,on this nonconforming 20,609 sq. ft. lot in the R-40 District, is not permitted pursuant to Article XXIII Section 280-124 which states; lots measuring 20 000-39 999 square feet in total size require a front yard setback of 40 feet. The proposed front yard setback is 32.3 feet. In addition,the proposed accessoa garage is not permitted pursuant to Article III, Section 280- 15,which states accessory buildings and structures shall be located in the required rear yard. The proposed structure is located in the side yard. Lastly,the accessory shed is not permitted pursuant to Section 280-15,which states lots measuring 20,000-39,999 sq. ft. shall have a minimum side and rear yard setback of 10 feet. The shed has a minimum setback of f6 feet. Authorized S nature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. LC: file,Z.B.A. BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman, Chairperson ��°aF $O�J��® 53095 Main Road•P.O. Box 1179 Patricia Acampora �® �® Southold,NY 11971-0959 Eric Dantes Office Location: Robert Lehnert, Jr. Town Annex/First Floor Nicholas Planamento ® a� 54375 Main Road(at Youngs Avenue) co Southold,NY 11971 (� � RECEIVEDr--� I _ h //southoldtownn ov 4- la-t-4 G � y g PEALS A. ' ! ZONING BOARD OF AP ,�� C �. NOV 2 7 2023 TOWN OF SOUTHOLD N O U 2 0 t� ) Tel. (631) 765-1809 t0AUd o n ClerkB7H.D1"�,rC,DEa Ta th®I jT+INDINGS, DELIBERATIONS AND DETERMINATION MEETING OF NOVEMBER 16, 2023 ZBA FILE: #7843 NAME OF APPLICANT: Emily and Jarrett White PROPERTY LOCATION: 230 Lester's Road, Mattituck, NY 11952 SCTM: 1000-114-7-5.1 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated September 14, 2023 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit,or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject, non-conforming, 20,608.82 square feet, .47 acre, irregular-shaped parcel located in the R-40 Residential Zoning District,measures 20.52 feet and 130.00 feet fronting Lester's Road, a narrow private unimproved road, along a curve and continues 169.56 feet along a residentially developed lot to the north, then runs south 79.28 feet along a residentially developed lot to the east and returns 109.16 feet and 20.05 feet along a residentially developed lot to the south and then continues to the roadway 96.03 feet along a second residential neighbor to the south. The property is improved with a one-story, wood frame residence with two entry stoops, an accessory inground swimming pool and a frame shed as shown on the survey prepared by Jason D. Leadingham, Licensed Land Surveyor and dated June 29, 2023. BASIS OF APPLICATION: Request for Variances from Article III, Section 280-15; Article XXIII,Section 280-124; and the Building Inspector's September 5, 2023, Notice of Disapproval based on an application for a permit to demolish (as per Town Code definition) and reconstruct a single family dwelling and an accessory garage,and to legalize the location of an existing shed(under 144 sq.ft.);at; 1)dwelling is located less than the code required minimum front yard setback of 40 feet; 2)accessory garage located in other than the code permitted rear yard; 3) accessory shed is located less than the code required minimum rear yard setback of 10 feet; 4) accessory shed is located less than the code required minimum side yard setback of 10 feet; located at: 230 Lesters Road, Mattituck, NY. SCTM#1000-1 14-7-5.1. r Page 2,November 16,2023 #7843, White SCTM No. 1000-114-7-5.1 RELIEF REQUESTED: The applicant requests four variances for the `technical' demolition per Town Code (value of proposed alteration of the existing structure exceeds 50% of the construction value of the present one,not including land value, as presented by the applicant's architect) of a single-family residence maintaining a 32.3 feet front yard setback for a covered porch entry where a minimum of 40 feet is required; constructing an accessory garage in a side yard where such structures are required to be sited in a compliant rear-yard location; legalizing an `as built' accessory shed in a compliant rear-yard location with a reduced side yard setback of 5.9 feet and rear yard setback of 6.6 feet where a minimum of 10 feet is required for each. ADDITIONAL INFORMATION: The applicant provided a site plan and architectural drawings labeled SD-1 through SD-6, prepared by Anthony M. Portillo, Registered Architect and dated August 16, 2023. During the public hearing,the applicant provided the Zoning Board of Appeals with copy of the applicant's Suffolk County Department of Health Services approval dated October 13, 2023, for the installation of a new sanitary system. The Board of Health approval is for a maximum of 6 bedrooms; Fujiclean, Innovative and alternative onsite water treatment system. The document is labeled SP-101.00 prepared by Anthony M. Portillo, Registered Architect, and dated September 28, 2023. Improvements on the subject parcel are covered by the following Certificates of Occupancy: #Z-2512 dated August 31, 1966 covering a new, one family dwelling. #Z-4842 dated October 4, 1972 covering an accessory storage building. #Z-40584 dated August 2, 2019 covering additions and alterations to a one family house. #Z-41313 dated August 3, 2020 covering electric service to an accessory shed. #Z-41345 dated August 11, 2020 covering an accessory inground swimming pool with fence. The subject property is the beneficiary of relief under the following Zoning Board of Appeals applications: #5038 dated January 2, 2002 granting a waiver of merger recognizing the lot to the west. #7201 dated October 23, 2018granting a front yard setback of 27.5 feet where a minimum of 40 feet is required. While relief was granted under file#7201 in 2018 the work permitted was not completed. No member of the public or an immediate neighbor spoke in favor of or against this application. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on November 2, 2023 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 §267-b(3)(b)(1). Grant of the requested variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The other homes along Lesters' Road have non conforming front yard setbacks with homes, other improvements and driveways located close to the road. There are not many homes along Lesters Road, which is private, narrow, and unpaved (gravel and dirt). Three homes to the north are on creek front property. Expansion of the existing home, Page 3,November 16,2023 #7843, White SCTM No. 1000-114-7-5.1 part of a technical demolition, will allow the property owner to modernize the small residence and functionally update it, adding a second floor and maintaining existing setbacks. Likewise, accessory garages are often found in non-compliant side yards in the immediate Breakwater neighborhood as a result of hilly terrain and the original siting of the primary residence. Uncommon to the community are sheds with non-conforming setbacks from rear or side yard lot lines, however, the shed exists and the reduced setbacks are not readily apparent. 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. The existing dwelling has a non-conforming front yard setback of 35.5 feet,where the code requires a minimum of 40 feet. As such, any addition to the front fagade of the residence will require a variance. Furthermore, as a result of the lots topography, proposed septic location, irregular lot-shape and location of other improvements such as the inground swimming pool, the accessory garage cannot be located in a compliant location, or attached to the home, without substantial and detrimental site disruption. While the shed could be moved to a compliant location, the `as built' shed is setback approximately 6 feet from both the side and rear yard lot lines and is not discernable to be non-compliant. 3. Town Law 4267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing 19.25% relief from the code relative to the front yard setback; 100% relief from the code relative to the garage in a side yard and 40% relief from the code relative to the side yard setback and rear yard setback of the shed. However, when the house was originally constructed, the required minimum front yard setback was 35 feet which the house conforms to, despite the code-required setback being increased to a minimum of 40 feet. The 7.5 feet proposed setback will not be visibly recognizable as other homes in the immediate area are sited close to the private, unimproved dirt road. In addition, the front property line is not parallel to the house so the proposed front parch addition will actually have a conforming setback on one side. While a garage in a side yard is not common in the immediate area, garages are a common accessory to single family residences throughout the Town of Southold. As a result of the topography, site limitations and the residence's floor plan the applicant has limited location to site a functional, small garage. Lastly, the `as built' shed was placed erroneously close to the side and rear yard lot lines and has no visibly recognizable adverse impacts. , 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 and install an IWOTS sanitary system. 5. Town Law 4267-b(3)(b)(5). 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 alterations and.additions to a single-family home with a front yard setback of 32.5 feet,the construction of a garage in a side yard and the recognition of an `as built' shed with reduced side and rear yard setbacks while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. Page 4,November 16,2023 #7843, White SCTM No. 1000-114-7-5.1 RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Planamento, seconded by Member Lehnert, and duly carried, to GRANT the variances as applied for, and shown on the site plan and architectural drawings labeled SD-1 through SD-6, prepared by Anthony M. Portillo, Registered Architect and last revised September 8, 2023. 2023. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant shall install, per the Suffolk County Department of Health Services File#R-23- 1248, an Innovative Advanced (I/A) OWTS sanitary system. . 2. The proposed covered porches shall remain unenclosed and unconditioned. 3. The proposed garage shall contain ONLY basic electrical for lighting and a single hose bib for access to water. The garage may not be conditioned in anyway. 4. The proposed garage shall not be used,for anything other than the storage of an automobile or for the storage of common residential items associated with an accessory garage, unattached to a residence. 5. If the `as built' shed is ever replaced or expanded in size, it shall be relocated to code compliant rear and side yard setbacks. 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 t That the above conditions be written into the Building Inspector's Certificate 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. IMPORTANT LIMITS ON THE APPROVAL(S) GRANTED HEREIN Please Read Carefully Any deviation from the survey, site plan and/or architectural drawings cited in this decision, or work exceeding the scope of the reliefgranted herein, will result in delays andlor.a possible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, demolitions, or demolitions exceeding the scope of the relief granted herein, are not authorized under this ,application when involving nonconformities under the zoning code.. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. TIME LIMITS ON THIS APPROVAL: Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Page 5,November 16,2023 #7843, White SCTM No. 1000-114-7-5.1 Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REOUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief,and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman(Chairperson), Dantes, Planamento,Acampora and Lehnert.(5-0) l i L�tdie Kanes Weisma , Chairperson Approved for filing � / �� /2023 546°45'00'_W _ -iq.28 50UTHOLD.TOWN GQDE'280 N LOT SIZE/AREA IN 20p00.0 S.F. 609.0 S.F. ALLOWABLE TOTAL m 5 0 b` EXIST. , ,, EXGE55 OF 20,000 - 6 SHED (C) LOTS CONTAINING UP 4,550 S.F. DRY'. 1 = EXIST. TO 50,000 S.F. MAX. 12.0' POOL N ALLOWABLE S.F./PLUS 2�28.0 o z W EQUIP. in 10%OF EXGE55 LOT AREA 3,350.0 S.F. 60A S.F. 5,410.01 S.F. a o 5.4' S.F. a OVER 20,000 0 S W J 0w°�a EXIST.STONE d W r z BRICK PATIO® N - ----- ---------- _--- EL.= .6 GRADE O ZONING REGULATIONS p1NELLlN6--- -----`-- --" PROJECT/ZOl`1JN6 DATA `- m Ygw - - - _ _ -- -- oco<w 5OUTHOLD TOWN OD� Q d26 -4 --- - `-' TAX MAP# 1000-114--f-5.1 z cur0 a N G �axw, <mzax�aLLx 29.5' EXIST. PROPOSED COMPLIES ZONIN6 DISTRICT R-40 NO o LL 1 a o w W x EXISTING I.G. POOL LOT AREA 0.5 ACRES le x 40' MIN.FRONT YARD 40.0' 555, 52.3' NO 2 N$S=3 GofO-ADDITION/ALTERATION 40554,5/2/20A 1 N a s W MIN.5112E YARD 15.0' 50.&1 15.9' YES y2 NE?NE 2 U _ _ _rp REAR YARD-5ETSAGK - -1 MIN.COMBINED GofO- IN-GROUND POOL 41345,8/I I/2020 z N Z Q Z Q o 55.0' 65.1' 41.2' YES z z W VARIANCE APPROVAL PENDING o f Q g y a 5112E YARDS <_ k z o w \ MIN.REAR YARD 50.0' 117.5 105.5' YES "=3 a zo 05ou 0 J FEMA FLOOD ZONE X w F=z W MAXIMUM HE16HT 55.0' 21 2°1 YES m W a o Qo SUFFOLK COUNTY HD APPROVAL PENDING o 5 y a o zeO_ f EXIST. 0 �Q SITE LAYOUT NOTES: y o o o'a c0i WELL 9 I. THIS 15 AN ARCHITECT'S SITE PLAN S 15 DRAINAGE SYSTEM INSTALLATION NOTES: Q EL 26.5' SUBJECT TO VERIFICATION BY A LICENSED A MINIMUM OF 10'SEPARATION 15 REQUIRED BETWEEN DRYWELLS E IVA SURVEYOR. THE INFORMATION WATER SERVICE LINE,UNDERGROUND UTILITY LINES,SEPTIC . REPRESENTED ON THIS SITE PLAN 15 TO THE w COMPONENTS,LEACHING FIELDS,SEWER COMPONENTS AND THE ARCHITECT'S BEST OF KNOWLED6E. EDGE OF ALL FOUNDATION WALL5 � A MINIMUM OF V SEPARATION 15 REQUIRED BETWEEN DRYWELLS S Z 2.SURVEY INFORMATION WAS OBTAINED PROPERTY LINES 70 PFROM A REPARED VEY DATED 06/2a/2023 AND CONNECT ALL CUTTER LEADERS TO NEAREST DRYNELL !, 1 V y RELOCATED ----- \T POOL GLOSURE 50ALICE LAND 5URVEYIN6 DRAINA6E GA1 GULATIONS ------ � m 26 Vxly FEND W/6A , "W I SOUTH BAY AVENUE, --- --- +j q°42p0 (SLIP N.Y. I1151 NEW IMPERVIOUS SURFACE .- RELOCATED PROPOSED ��� 26 53 20 05� TELEPHONE: (631)°i51 2400 AREA-PROPOSED DWELLIN6 1,521.0 S.F. ROOF POOL ENCLOSURE "4'x 10' � 2"RAINFALL EVENTS SURFACE FENCE W/&ATE STOOP �< <� O AREA 309b 11 2 ' EL.=26.5' PROPOSED aj -t , 42.2 GU.FT.VOLUME PER FOOT p/ PROP• I STORY 100, Received OF &4) POOL 1.3 S.F. I STORY �� ALTERATION �� - /�2J PROVIDE(2)&'(P X 4'DEEP DRYWELLS Q ADDITION d ADDITION 1b�' i Z 33.4' 23A' S.0' o is DRAINAGE GALGuLA-T10N5---- - LJI \ PROP. 2 STORY EXISTING 8b //pR ` �j NOV 0 8 2023 NEW IMPERVIOUS SURFACE _ $ 2ND STORY I STORY \-\ ( �13 Y \� AREA-PROPOSED&ARA6E 432.0 S.F. Q 2�� 6 ADDITION - FRAME HOUSE q G .( / 17p 1� 2" RAINFALL EVENT' SURFACE W/ BASEMENT m DR �� Zoning Board of Appeals AREA '75.4 w l 182' PROP05ED g/ 5\-p`$ �- \ 42.2 GU.FT.VOLUME PER FOOT 14.4' (4 BEDROOM5) 2 m POOL I.1 S.F. OF 8' OO� f5.3' p O �- _ _! FF EL=28.a5' /!- PROP VxI' PROVIDE(1)&0 X 2'DEEP DRYWELL 38:3- 5.0' COVERED 24°TREE \ ►� --\ ci 15A' NEW �90p A STOOP 2/ N 24 G. PRONT YqD _ ?L 0 lA U2 COVERED.• ` PRINFIPAL BUIL.Ol ACI`_k 'J 1 LOT COVERAGE ._ ---. - _._- --- - - - -------.. PORCH 23 . �\ NG \ - ---- - _-- ------- -- E1Deptco fromZE3A 1W- Z O! - 5OUTHOLD TOWN GOD-250-4-- - Final revia:w d dacum�r�ts I m m rF" I;MTAIINI 6 r- - - \� -- - ZS:a Fae = w O� / -' %LOT �IoX3 F Y m Q DW + 5 _ DESCRIPTION(FOOTPRINT) AREA COVERAGE d8tt?: / / 3 Cl) O 21 I\ F18°/TREE i PROP.I �2 Q J H \DW TOTAL LOT AREA 20,609.0 5.F. O _N-to ,EXIST.SEPTIC - -- \ oLL N Q m SYSTEM TO BE EXISTING HOUSE 910.4 S.F. 4.4% a.- a -- - - ABANDONED PER C. a. 0 5CDH5 STANDARDS EXISTING 1.6.POOL 640.0 S.F. 3.1% � o TEST d EX15TINO SHED 41.2 S.F. OS% HOLE E =y3 122 EL=23.0' r�� PROPOSED STOOP 40.0 5P. 02% ' PROPOSED ADDITION E _ 123.4 S.F. 3S% 304 - - N ALTERATION PROPOSED COVERED PORCHES Ib'f.0 S.F. 0.4% co , �3 •"` � qC _ PROPOSED&ARA6E 452.0 S.F. 2.1% 1 0.00: 15 d9�°45 I n° TOTAL AREA OF ALL STRUCTURES 3050.0 5.F. 14.1% �.a d• 3`�` ROPOSED SITE PL,4 20.52' = L )� S T cJ MAXIMUM LOT GOVERAOE ALLOWED: 20 SCALE: I" 20'-0° O AD ❑ a GENERAL SYMBOL KEY: a N Z N W s I--_�� mW0 h� exlsnne to RB44IN MM FOUNDAnON WALL Fz�a I MEN WOOD FRN-E d1ny�' `v 0, V 0�xa W j O y;�Fa >>�ma wc~io3W mtYgw o zx -� j�O�N aZ0� =�awx O W= O 15' SIDE o oMFNa YARD I SETBACK p�a x�o C!-rjON � � zaWQo 45'-2' 8'-111 t "z C Y o z 13Qg.a LLpS�� W t a 0 a 3C7K PROP. c N g a W ENTRY i ca STOOP PROPOSED 1 w�aoa f o �ooacO.i BEDROOM - U 4-1 'Rap. I _ I I i PROP. I PROP. 4-1 OFFICE KITCHEN II II —i MUDRO OM PROP. m U C: PROP — EX15T. BASEMENT 'PANTR O PROP. ^ ' I " - STAIR;PROP. 2ND Cl BATH. PROP I I FL. STAIR — — 1O O GL. I PROP. L.�J FOYER O O PROP. Q PROP. FIREPLACE GREAT ROOM 1 p PROPOSED � I COVERED Do PORCH Eidg Dept copy from ZBA c� hinai revi�;Jed documati�ts — _ PROP. ,BA File at �jg Z p 45'-411 8'-?" ENTRY 40' FRONT Date: / / LV O M STOOP YARD SETBACK j Q LLI Y EXI5TING LU BATHROOMCQ Q 0 ,�qq 0 N PROPOSED FIRST FLOOR PLAN ,A� SCALE. IAV-I'-O° cr y O ♦ 'R GENERAL SYMBOL KEY: a z W Y -O' m 5 0 EXIsnNs To REMAIN ' NEW FOUNDAnON WALL i °zxta NBV WOOD FW M>£ ---------- ,/�p N N w C V o p w x I I I I °Z"''U 1 1 I ¢a a¢w I I I puff a I I I N¢F T W EXIST. EXIST. m g BEDROOM BEDROOM ?fix°<,N a W x a O¢Cx.1 Z w 2 I I rIt lI EXIST. ` 1 ----- I I x Z= Fo a BASEMENT L wLLS oa mNpSTAIR F = NOa¢p N3a p - -- ---- -I EXIST. w a x x¢m I . I IIII m =WQ=� EXIST. ENTRY : : LIVIN RG OOM STOOP TO BE i -- -- --- F___ i i i i w j2�a r_L J_J z_ p W¢T REMOVED EXIST. I r_-- ; I.0 5 Z F KITCHEN ------------ ram' w w p N° � I I w~ W x Z r I v �' O aW3z¢ _ --- 1 zQQ¢oaa 06 II @ o _ r - ull�. 1 L_�J i f ppao x ¢o _- _____-J I I I I EXIST. WINDOWS i EXIST. COVERED TO BE REMOVED EXIST. ENTRY i i I PORCH TO BE Q) STOOP TO BE �_ _'_' REMOVED REMOVED 4--j — U D PROPOSED FIRST FLOOR DEMOLITION PLAN Q) m SCALE. 1/b'= 1'-0" •— + U � r-- ————— - L 15' SIDE I YARD SETBACK I I I Q ; I I I I I I '+ PROP LINE OF FIRST BATH. L FLOOR BELOW -1 ° O EEe3 kept copy fromLBA Q[) 1 04 PROP. I Ninal revier�ed docum �w W O 0 � BEDROOM _ LBA File �$ _ y 1 6 i I Gat:: I)/ I / _ w z 1 p N PROP. 1I BEDROOM PROP. 1 o N Q - HALLWAY I J a. kill. 1 a 40' FRONT YARD SETBACK 5d r! 2�( "I qcl ---------------- — -------- — — — — O PROPOSED SECOND FLOOR PLAN 0 a SCALE. I/&'-I'-O' "a" I a 2 N W Y W 6 2 m W O zr"N,3 a 55'-0" MAXIMUM HEIGHT a a y y O W O Z J S _6 �?�ma woo3W M H Z O-o W S Z'3 Iwa -3 N � �msoN Z N Z Q 2 0 _ F L2 W Zr (Y 1 U z cW3zZ 0 "0 - - WON U W r 2 2 W W z¢oaa 2 o �oOOMO El 11 IE:l EOF -d HIL I I � - EXISTING AVERAGE GRADE U � >� CD NORTH ELEVATION (FRONT) Q v) Se-ALE: 1/5"_ V-O' W E!ey Dept om ZBA in � Final reviewed documwts ao 0) CSA File* `7M w Z Dau!:)) w z � o � Y U Q J10 I— O u fV IEHI , ��. �;v - � �- 0. ,is \ WEST ELEVATION (RIGHT SIDE) SCALE. Ila' - P-O" Q Z w s= Z Q N N O W U Z U �JC Q W� _ �FQma m�agw _ Z O Q N _ xaQwx S }�z�3 - \ Z WOW Q O O a�j V S N a p N Q a¢ fLL w zQzEo � t i3wk�a V Z O W 6} �wp NU n aNQwm a Z U wm O N N�N 4 O 1 Q o 5�+12C0 f I-002U I E0. -0 S 1 T EAST ELEVATION (REAR) -C SCALE: 1/&"= 1'-0" U Q cn E! Llept copy fromLBa'i N rinai revi�,rPd d LBA Fife•, 7 Z O cac�: j O �- F- Z = Q H Y 5 cn U Q J m O OLL N e t O CL CL 'n SOUTH ELEVATION (LEFT SIDE) , SCALE: 1/&"= I'-O" �5�'''° �� • p c a s OENERAL SYMBOL KEY: y Z y w �Y m W O E%ISTIN6 TO REMAIN NEW FOUNDATION WALL I KEN WOOD FRAPIE 1~l1 N p W fOJ2�U W j � �ma m�agx o2z�tii 2 U 0 6 y Q}O}z Z 3 N F � 2 Z w C w d O O O Q j U H 13¢—p3 y a¢wQ � 122C01 y 2 H 5 0 OI y N R R z 1 0 w Q z¢p.z � C ww-Z.a - p=3zz LL5<�F HOME S W� Z W 0 a I C w p o �ws 10,1 � N aNZ V U(7 ¢ 2 W S ACCESSORY E �opao 0 SETBACK IS'-O" MAX. A00E55ORY HEIGHT 4—j U (1) m !E C 1 1/2" GAR I /{ ry GARAGE \ — I Q •W Lu n z g-01 EXI5TIN6 AVERAGE GRADE 0 LO PROP05ED DETACHED GARAGE PLAN PROP05ED OARAOE ELEVATION Vdg Dept copy from ZW% a °' SCALE. I/W=I'-O' SCALE.I/8°= 1'-0• igai Freeia,;J2.d0(:,Lj^marts � L O i } DNtw: I / b/UI_Jlt�3 { _ W Y C ~ c2 a LU :2 0 0 N !gED qd J a. M. Cq Lii W °>..__� � a ` BOARD MEMBERS SOU �y® Southold Town Hall Leslie Kanes Weisman, Chairperson h0 0.� 53095 Main Road - P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora N ,r � Office Location: Eric Dantes • i0 Town Annex/First Floor, Robert Lehnert, Jr. �1 �Nicholas Planamento COON�+ 54375 Main Road(at Youngs Avenue) �' Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 July 31, 2024 E m E Q V�p E nD Anthony Portillo AUG - 6 2024 AMP Architecture P.O. Box 152 Building®epartmont Mattituck,NY 11952 Town of Southold Re: De Minimus Request, File#7834 White, 230 Lesters Road, Mattituck SCTM No. 1000-114-7-5.1 Dear Mr. Portillo; We are in receipt of your correspondence, received July 19, 2024, requesting a de minimus approval related to ZBA determination#7834, dated November 16, 2023, in which variance relief was granted to demolish(as per Town Code definition) and reconstruct a single family dwelling and an accessory garage, and to legalize the location of an existing shed, upon the above referenced premises. In your letter, you described that a foundation location survey found that the existing position of the house is at a slight angle and places the proposed covered porch 31.1 feet setback from the front yard, instead of the variance relief granted of 32.3 feet setback from the front yard. You are requesting a de minimus approval for the front yard setback to be consistent with the updated survey. I have reviewed your request, the survey prepared May 14, 2024 that you provided, and have determined that the described setback, as depicted, is de minimus in nature. Please provide this Board with two (2) original updated signed and sealed site plans of the proposed change, and contact our office if you have any further questions. inc ely, Leslie Kanes Weisman, Chairperson cc: Building Department t y ' A M P Arch i t e c t u re Address:10200 Main Road,Unit 3A,PO Box 152,Mattituck NY 11952 Phone:(631)603-9092 Design + Build July 19, 2024 Southold Town Zoning Board of Appeals 54375 Route 25 Southold, N.Y. 11971 �eCe1VGd Re:white Residence JUL,19 2024 230 Lesters Road Zoning Board of Mattituck, N.Y. 11952 APl�eals SCTM#100 - 14-07-5.1 ZBA Fil #7843, ovember 16, 2023 Dear Board Members, At the November 2023 Board hearing we were granted a front yard variance relief for a proposed covered porch setback at 32.3'where 40' is required. Upon having the constructed work surveyed for a foundation location survey it has come to our attention that the existing position of the house is at a slight angle not depicted on our Site Plan dated September 08, 2023 which was reviewed_at the public hearing. Due to this updated survey the corner of the proposed covered porch falls at�a 31.1' setback from the front yard.The required rear,side and combined side yard setbacks are all conforming. Enclosed please find the approved Site Plan from the November hearing.The proposed location of this covered porch was always intended to fall in line with the existing front wall of the residence, at a proposed length of 19'-0". RCLxATED.1 �?, POOL CIL'L091,RE t 1 I I FETGE W GATE ', Op"N P RCLOGATm PROPOSED_ i 1;` `, --- �1 O.:L ENGLOSLRE I i' P srOOP .!O&_ 'I I I STORY +LTERd.TiON aDDIt1oH 2 STGRY 1 E 115TING ee' JG`R sv' 1N 2ND STGRYZ4 I FITORY -1 TG� �. O• I 1 d ADGI TION - FNT n 6 r tk WV DA B�.SEMEMENT n t 19.4' '4 BEDRO'JM5/ , ys5 'rah 9 Q FF EL=25A5' 1 983' Ste' PROP :3"TRCL', �gF STx-P I 1 ( P RGFII Ali I / Gam. '21 �p - C 1 { 1 � 1 n' PROP.RETAIN C%IST. DW gJ.`3 \ WV LS �18'TREE PR PT OP Dw 1_ m PM5T.5EIG 1 m SYSTEM ro BE ABAWM$W PER v 5CDN5 STNMAM- _ " -ROPOSED SITE PLAN _ »g0.52 A M P Architecture Address:10200 Main Road,Unit 3A,PO Box 152,Mattituck NY 11952 Phone:(631)603-9092 Design + Build We are requesting a de minimis approval based upon the updated survey for the as-built work, also enclosed. The constructed location of the covered porch still maintains to fall in line with the existing front wall of the residence and has a length of 19'-0". iN v f� •lob .F2 40•a ma`s °ram Sid o q QC 9l ar 0�1 fc iet ,p O ti cr •� 07 4�14Tl , vaG �yo,y �ra Oo °dg ie! y 'AO t Please let us know if you need any further information. Thank you _ p�a� 2 o 2 �;.��.4�:�.�,row:°.�,�:���,.;��.��a.;•�.2��-a:�... ,.:.�.�-�MnM1����:����_�,o'M,�.�.,.�.�...�,�.e.�..�.�..e.��.�>,�a,��. 400 Ostrander Avenue,Rlvarheod,New York 11-101 Y • tel.631.'12-1.2305 Pax.631."72-7.0744- admin®younganglneering,cam Howard A.Young,L.Ond Surveyor Thomas C,.Wolvert,Frofessional Engineer Douglas E.Adams.ProfesslOnal Engineer a, c >ff __ Doniel A.Hoover,Lond Surveyor W ® f E / SITE DATA AREA=20,610 5Q.FT. S I / rvF t E� t �0 \iC? OCC a1y 0c6 Gsf ti tg,N3' 4 o / rPF CS b 9 O 4r > 0 sue• . i ,�/ ` '� N 1 SURVEYOR'5 CERTIFICATION Q -� ahi 70 , HEREBY CERTIFY TO 230 LESTERS ROAD THAT THIS SURVEY h0 '0o on c O`f>23 4° '°o. WAS PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND � a tatF �/ •960 i °Ye�'� P e.o„ .P• � °' o-j �' > °�b SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION ��Cpp��,� O ppti F�ae°�ti e2'yay °mF PROFESSIONAL LAND SURVEYORS. h �*� �E OF NFh.\ 4 yqP P p q 11 40 2 �fif lo : .;. . j r0.9I6. h�obh� o<><o\Qo OAOWARD W.PffEL A WEAOUNG,N.t4LS.VER.N.Y .LS.NO. 7713 SURVEY FOR Al h ' 230 LESTERS ROAD E at Mattituck,Town of Southold Suffolk County,New York �FS \ FOUNDATION LOCATION SURVEY LEGEND County Tax Map Dist,i<t 1000 'vc M 114 ao« 07 LOl 5.1 \ CLF =CHAIN LINK FENCE FIELD SURVEY COMPLETED MAY 13,2024 CMF =CONCRETE MONUMENT FOUND MAP PREPARED MAY 13,2024 CMS =CONCRETE MONUMENT SET CP =CONCRETE PAVEMENT Record of Revisions EOP =EDGE OF PAVEMENT REVISION DATE IPF =IRON PIPE FOUND OL =ON PROPERTY LINE PVCF =PVC FENCE RO =ROOF OVER SPF =SPIKE FOUND SPS =SPIKE SET , WIF =WIRE FENCE >} WDF =WOOD FENCE WSF =WOOD STAKE FOUND WSS =WOOD STAKE SET 30 0 15 30 60 90 UTILITY POLE WELL 5cole:1"= 30' ® =END OF DIRECTION/DISTANCE T08 NO.202400 1 1 OF 1 �bWr,-2024 0070 fo d-ti-U-c SOUTHOLD TOWN CODE 250-20-7 (AXI) Z x �1 LOT SIZ£/AREA IN ALLOWABLE TOTAL g d 20,000.0 S.F. 60g.0 S.F. H m W o 6 EXIST. EXCESS OF 20p00 6FA 6FA o 0 o w 3 SHED \ (G)LOTS CONTAINING UP 4,350 S.F. "DRY" TO 50,000 5.F. MAX. i a 1 EXIST. ALLOWABLE S.F./PLUS LL z o W POOL N 2,228.0 W o z x 12.0' EQUIP. in y IO% OF EXC£55'LOT AREA 3350.0 S.F. bO.q S.F. 3,410.g S.F. .a o S.q' 1 �U OVER 20,000 -'---- --- --.OVER ES a 1 EXIST. EL.=26.STONE 8 BRIG PATIO® N z F m n EL.- 6b' GRADE \O ZONING REGULATIONS DW NING DATA"ELLING- - PROJECT/ZO o=Z 3 w SOUTHOLD TOWN_ GO 7 a _DE 280-4 TAX MAP# 1000-114- -5.1 �o o a w 1 a�Wa =�awx CIS \ EXIST. PROPOSED COMPLIES ZONING DISTRICT R-40 NO o Q o.Z 3 EXISTIN6 I POOL LOT AREA 0.5 ACRES a o W a 16' X , MIN.FRONT YARD 40.0' 55.5' 51.1' NO c Nos=$ GofO -ADDITION/ALTERATION 40584,8/2/201ci n a w a O w=0 O N g w x \ MIN.SIDE YARD 15.0' 30.8' 15.4' S a GofO- IN-GROUND POOL 41545,8/I1/2020 _r , }BAR Y-ARD-5ET-BA&K - 1 MIN.COMBINED g z a w 1,o 1 - SIDE YARDS 55.0' 65.7' 38.7' YES GRANT FILE W W k z g VARIANCE APPROVAL 3t 7483;I I/11/23 o W 3 Z z I - \ MIN.REAR YARD 50.0' 111.5' 107.0' YES LL o F g 1O FEMA FLOOD ZONE X Z s a o 1 Lr ` MAXIMUM HEIGHT 55.0' 21, 2g' YES R-23-1248;4 V SUFFOLK COUNTY HD APPROVAL a z¢o o � BEDROOM c gawwx Ir _ a m Fw�¢o 1 N EXIST. M Q SITE LAYOUT NOTES: F o ooa� y�I 1. THIS IS AN ARCHITECT'S SITE PLAN a 15 Q EL .5'=26 YELL - \ SUBJECT TO VERIFICATION BY A LICENSED 1} SURVEYOR. THE INFORMATION W 1 EL.=262' REPRESENTED ON THI5 51TE PLAN 15 TO THE ARCHITECT'S BEST OF r-NOWLEPOE. W \ I \ 2.SURVEY INFORMATION WA5 OBTAINED }: 70 I \\ 1 FROM A SURVEY DATED O6/2q/2023 AND "N \ y� PREPARED BY: +� RELQCATED SCALIGE LAND 5URVEYIN6 n0n� mm� c� POOL ENG SURE \ RECEIVED (D W 26 \ FENCE GATE I y� - I SOUTH BAY AVENUE, q°42p0 - ISLIP N.Y. 11751 +� RELOCATED ``\ PROPOSED 26 53 005 TELEPHONE: (63U q57 2400 AUG O POOL ENCLOSURE I \ 4'x 10' (� PROPOSED ' C) C FENCE W/GATE STOOP I STORY J \< <� ` i p 3.UPDATED SITE PLAN INFORMATION WAS \ ALTERATION PROP.5'x7'' TAKEN 15.4' 172' / \ 8 ADDITION COVERED \ BTA NED PROM A SURVEY DATED MAY 13, Q (n M SURVEY INFORMATION EL.=26.5' / 6' P. OILI \ �� S��/ 1 1O �25 2024 AND PREPARED BY: o / 38 6, ZONING BOARD 0� IFpEALS 25F\ I AD INN5.0 J' /// O I1 \ XX YOUNG AND YOUNG ASSOCIATES \ ci 400 OSTRANDER AVENUE 5 EXISTING \� �6 - o,M0 �y TELRIVEPHONE: (6 ) IOI q5 _ ` PROP. 2 STORY �, I STORY // TELEPHONE: (63U q57 2400 \ 8 2ND STORY m FRAME HOUSE W / " w/ 13A5EMENT /j 5� L• q�o \ BIdQ Dept copy frOrn ZSA ADDITION Final rovieWed dac 1� ZINA Me it -I g \ m. 14.4' (4 BEDRM. PROP.) _ y� N) data: { 2 /� 0/ \� I��f411d,0 .1U1� 3� 13 5.0' ,QQD1F1B9 n r 1 rl \ \\ \ EXIST. I � p 5p� �p( _ N PROP.8'xTq' -24 RETAWN6 I \ qp Fi__ ?5 p �� 1 - 24 _ Q LO Er vi uJ I\2 COVERED'-'311 L6` j \\ PRINc p i 78gCK '=- 1 LOT COVERAGE" _ LJJ O LL 1 _. - O 1 m' 24 \\ LNG !� SOUTHOLD TOWN.CODE 280-4 z Q � I __\ / EXIST.SEPTIC SYSTEM = w TO BE ABANDONED PER ' %LOT 0 I- O pWP. L_ O \\�5GDH5 STANDARDS i S7,�� P; DESCRIPTION(FOOTPRINT) AREA COVERAGE Q J I� \ 21 0 - 23 TOTAL LOT AREA 2060g.0 S.F. MEr PROP.SANITARY 5YSTENI - o N PER H.S.REFERENCE NO. -, \ ,- \ EXISTIN6 HOUSE g10.4 5.F. 4.4% EXISTING 1.6. POOL 640.0 S.F. 5.1% �ED APO, O -O ` 22 EXISTING SHED g1.2 S.F. 0 5% ��� rya M p� / x TEST - i PROPOSED STOOP 40.0 S.F. 0.2% (j �, �:,N a i HOLE PROPOSED ADDITION 8 ALTERATION 723.4 S.F. 3.5% sills -------- � W PROPOSED COVERED PORCH ff 187.0 S.F. O.q% < 130.Op\\ e_® STOOP a� I cm_ \ PROPOSED GARAGE 452.0 S.F. 2.190 ,;I 'c _ \ N48° 510"E PROfi'05 D SITE fi'L� - _ S 14 ��CnP S 20.52' TOTAL AREA OF ALL STRUCTURES 3030.0 S.F. 14.790 � � o f/, MAXIMUM LOT COVERAGEW ALLOWED: 20% "0 ,13 0 p Q Q 50ALE: 1" = 20'-0- - S. * Tr6p f/J ING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD 3 wn all Annex-54375 Main Road -PO Box 1179 JUL - 8 20$� . .� Southold, New York 11971-0959 . '•,�, �.ra..;-.tea . ,,�' - lephone(631)765-1 S02-FAX (631)765-9502 BUILD RE a tol o� r�t2 . v.�see�tdff�.southoldLo ny- aov TOWN,f3F S MR --- APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Aii information Required) Date: -[ 5 gL-4 Company Name: O'CR O r-.-ec_CcxG Electrician's Name: "O QAC O License No.: t�F-- LAY J 31a Elec. email: O VP ®e-\2 EVC k to K& Elec. Phone No: Q 4, - �o 5 �l request an email copy of Certificate of Compliance Elec. Address.: 1-130 ROOs���.� S°K tZAR� WICVS JOB SITE INFORMATION (All Information Required) Name: 01i 1�e, Address: a 3 O Le-iXevb Cross Street: Phone No.: (012o k 5 fig,- b(O (3 Bldg.Permit#: 5 7)-1 `-1 email: Tax Map District: 1000 - Section: Block: Lot: 5 BRIEF DESCRIPTION OF OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): `'--eT\'O 04 O%3`a e-, S uare Footage: I QLIC)o Circle All That Apply: Is job ready for inspection?: sf YES NO ffRough In Final Do you need a Temp Certificate?: 11YES❑NO Issued On Temp Information: (All information required) Service Size❑1 Pha3 Ph Size: A #Meters Old Meter# ❑New Service Fire ReeonnectoFiood ReconnedoService ReconnectoUnderground Overhead Underground Laterals 1 2 D H Frame Pole Work done on Service? Y MN Additional Information: PAYMENT DUE WITH APPLICATION Trsp ING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD JUL _ 8 20Tpwn� all Annex-54375 Main Road -PO Box 1179 Southold, New York 11971-0959 ,DING t elephone (631) 765-1802 -FAX (631)765-9502 FY TES aC�.; er il61!f:,SS Lti i fl dto"A-inv.C;�.v APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali women ion Required) Date: I - 5 • a Company Name: O CRa O Electrician's Name: "0 cad q K 0 Q , License No.: KE - yy`3 Elec.,email: p cta a ei e k cdA K& , Elec. Phone No: CtQ. gt-kk- �050' 6�I request an email copy of'Certificate of Compliance Elec. Address.: I-VbC) �a� ���,�,. �:�, 0pm7ag kk J JOB SITE INFORMATION (All Information Required) Name: L,)�V e, Address: a 3 ® Le `Vet Cross Street: Phone No.: G b k J(c(- 06 (.9 Bldg.Permit#: 5 a 5-1 `A email: Tax Map District: 1000 Section t Block: Lot: 5� BRIEF DESCRIPTION OF WORK, INCLUDE.SQUARE FOOTAGE (Please Print Clearly): Q.elvC> o-� Se, S uare Footage: Q LL41 0 0] Circle All That Apply: Is job ready for inspection?: E� YES❑NO ffRough In Final Do you need a Temp Certificate?: YES❑NO Issued On Temp Information: (All information required) Service Size❑l PhF�3 Ph Size: A #Meters Old Meter# ❑New Service Fire ReconneatOFiood ReconnectoService Reconnect[]Underground averheadl Underground Laterals M 1 2 M H Frame M Pole Work done on Service? MY N A5ditional Information: PAYMENT DUE WITH APPLICATION PERMIT# Address: Switches l Outlets (, GFI's Surface C.7 Sconces H H's s� UC Lts I Fridge ( HW 5ps POOL Panel Fans Mini. Fr. W/D °tis Pump Exhaust Oven Sump Heater Trnsfmr Smokes C) DW Generator Salt Gen. IWater Bond Carbon Micro GrbDis Lights Heat Pucks ERV HOT TU B/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Blower ACAf'3 A1173 Hood 1 Blower Service Amps Have Used Sub Amps k, Have Used Comments L r�,C-le 1 .s 0t� a6A CC 505-7 4 AMP Architecture Addres s:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build October 2nd, 2024 Southold Town Building Department p ��� 54375 NY-25 I D Southold, N.Y. 11971 A L j OCT X24 RE: White Residence 230 Lester Road RUMDING DE PT. Mattituck, NY 11952 TOWN OF SOUTH OM SCTM#1000-114-07-5.1 Dear Southold Building Department, Enclosed please find the updated plans that reflect the changes made to the dwelling during construction.The changes are as follows: Site Plan: - Updated septic location - Removal of proposed detached garage - Added Water wells setback notes First floor: - Relocated chimney - Relocated pantry door& Boiler flue location - Modified bathroom - Relocated HVAC returns Second Floor: - Added HVAC chase - Relocated HVAC returns - Updated stairs build-ins&added stairs shiplap - Modified bathroom Basement: - Relocation of air handler to attic - Reinstated rear wall - Enlarged Mechanical room - Relocated door - Modified bathroom - Added door - Relocated Boiler vent location Updated Pages Include: - G-001 - G-002 - A-101 - A-102 - A-103 - A-104 Page 1 of 2 A M P Arch i t e c t u re Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build - A-105 - A-202 - A-301 - S-101 - P-101 Please contact me if you have any questions or additional requirements regarding this application. Sincerely, Anthony Portillo, Principal AMP Architecture, PLLC 631-603-9092 Page 2 of 2 Verity, Mike, From: Doug Adams <DEA@youngengineering.com> Sent: Thursday,July 11, 2024 2:51 PM To: Anthony Portillo Cc: Verity, Mike Subject: RE:White-230 Lester- Foundation Location Survey Confirmed and I'll try... From:Anthony Portillo<aportillo@amparchitect.com> Sent:Thursday,July 11, 2024 2:12 PM To: Doug Adams<DEA@youngengineering.com> Cc:Verity, Mike<mike.verity@town.southold.ny.us> Subject:White-230 Lester- Foundation Location Survey Hi Doug, You went back to the site above and measured the changes we made to the structure. Can you please confirm for Mike that we currently meet the front yard setback approved by the ZBA of 32.3? Also,will you provide the revised survey by tomorrow? Thanks, Anthony Anthony Portillo, RA, LEED AP Principal Architect A M P Architecture Design + Build Office: 516-214-0160 www.amparchitect.com 1 DIS7: 1000 SECTION: //4 BLOCK: 7 TAX LOT: 5.! Fj1'lr-- VEY NO. 17-18063 � MAP OF PROPERTY E NO. HSITUATE AT ET3 OR DIMENSIONS SHONM HEREONI C I �I{ ��/ PROPERTY LINES TO THE STPLCNR6 2 A SPECIFIC PURPOSE AND USE C, O°� '"� ,� "°` '"'E"D® '° �" TOWN OF SOUTf10LD ENT717EPROPERTY LINES ORTO GUIDE THE ON OP PONCES. ADDITIONAL STRUCIURFS OR ANY OTHER IMPROVEMEnr O = •S7A a SUFFOLK COUNTY,N. Y. ,y0 ' LOT NUMBERS: ®� �o"U POSSEss��O°/OQo.'E r s ' uNAumolazeD ALTERATION OR ADDITION To mIs C p SURVEY 15 A VIOLATION OF SECTION 7205 OF THE NL16V PORK STATE EDUCATION LAW W 1 9 W �W COPIES OF THIS SURVEY MAP NOT SEARING THE LAND SURVEYOR'S IN=SEAL OR EMBOSSED SEAL SHALL NOT O 44 ��� WAG_O� Iy O ^A�• BE CONSIDERM TO BE A VALID TRUE COPY. `V nS ry O Y `/\+, GUARANTEES OR CERTIFICATION5-INDICATED HEREON !(` Y SHALL RUN ONLY TO THE PERSON FOR WHOM THE •\ O 5URVEY 15 PREPARED,AND ON HIS 5EHALF TO THE TITLE TAKLOT5.I aZ�- COMPANY,GOVERNMENTAL AGENCY AND LENDING IN- STITUTION LISTED HEREON,AND TO THE ASSIGNEE—,OF V Za,- O THE LENDING INSTITUTION GUARANTEES OR CERTLR- O� Chim. O STITLMON5 OR SUBSEQUENTCA-nON5 ARE NOT QSE OWNERS. W�ADDITIONAL IN- [� GUARANTEED TO :- m tl. ALL STATE TO CORP R !BLAND HOLDINGS 4 LLC MCE COMPANY 'a1Vs,`w R PENCENO PHYSICAL POSSE55ION SURVEYED:S. R 27, 2017 19 A511HALT — o N 54°' I`20" W 109. 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SURVEYORS 199 LAFAYTTE DRIVE, 059ET,N.Y. 1 1791 PHONE: I.8GG-808-5800 FAX:51 G-49G-1792 O RECORDS OF WALTER I.BROWN,GUSTAVE A ROUWER UE ♦IiOBIRTA LIA WE5TPHALIA AVEN DRAFTED BY B.G.OGiOBER 4,201 2017 p5 •Pworn•n:,uwnox of wa,•s n P� �O^� a$ 9a96aa vwv nn 9•im°,nun9n. + § _ •5N B,4D ON IIBFA 129.6 PILE 219 y% uv s a + `i•L 5e Li � 9 u I�� ='•PP99„N•,9,L°•nw�9fiPnL,� �SPyN 919Nx w 1NE SUM.P9FP•v[°� ' a6 NmonPx vx nn,o•ho a/+9/i99. m K� t e (FOR HEALTH DEPARTMENT USE ONLY) aC SYMBOL LEGEND au ❑you 95e �,P.i+e se+ N0 u a suartcr w•aoiciv'00 3�r Y .m"Sic w5 i v �HN -P a v9 xA;ai U U 55 VI ,ua c9m g�� K'uua9t[ 1§ni nor ro.e £ .�9 w «o�.u�m'Ps+"v�'iie e t�9cm¢Kh9 >�ga m�r<E, qq 6 w<�-n.-n� raz 2m i m5 o P Pu,.ru�mv�° winc HsmE ■ , ■ O ae5 re.rtNc� No•vw.mE�ce99m o°cwfiNr W N N 9K9 a� I Z € rai ror B � a 0 5°t*n� W No N~¢30 us,Pn wIn P7 a 8 nw on N� gPnC N461E UJ N §- I o m lei I r Y e •R lDC•nw 6�t1L•S I 3 C —El C m � xo.�:.'mac u•ha wy�i :. ?� � S40'f0'00"E—.r{ ar{ 189.67' aai Q C V � a> a 55 I L.r 7 m5£ TIZ 2M EY I I/ /�r o� • / Y3 � / ' �8 � �^r �' '`M1�,,a 61 Q'' EE rez RarmNa°M-1 TAT w•7 zow No..w v0 w0�s wne W®c 6 AEw�coro OawNF+R S g Ol a`gl A a/ � a•,� a>o`� +� � rr.or uP P11 E I 32.5 I of a 5e �iQ i II I l i o. y ref o o G3 I� Al ; l d ` `°° ` gg SN Ftm Z O N IU/1 •f�9 a ^ p5go r,/`Q I� 1� P1�9Pwmn R aa•Nsw. � W ,'1.20•.yy � � 64 ro � � �y -Pw 2p9.16' f 9POLN° o N w fq�e I I/ +I , .'''��•'. �����^�1� oin / x o mo a d 5$3� rA% 6 w o o PgB� X vZ, O Y €S 4 5,2D.•p sr srtoo Y O �85 6 U N � LLIa5e 3 m LOT 5.2 CL O 3 s "E 96.03 TAX 3 I St a Y w o CL > rs§g§ I I LL o 3 Zg;€ a i i N o I � yPnc•s �' � � � �§§� I •re Aso+�"�O e+ � N F L,- a I � a +ems xs a (n ¢ = ey GRAPHIC SCALE LIA Hyg (IN FEET)° , w E s�'p HA NU E LOT AREA 3 Iv°L—20 IL A pj 20.60682 SS. (7] p L1J\KHAN IMVKIQY AL ItNAIKA/lM AVlI11M•V INi>>UwK r>A YlVln rl[r K s•.rn•n r[rn V me m.w nlnn a•n•c CWM•wA Mw.1[/Narwrw,[a iTnrn ISnCVn•nvw rnvurr uw[a••,wa•ew•a•nw•.nwrta nnG rNa n> •w•n•w.nv ry x wsv n•aa.rrwrsr rnv[n•unca M ryn a•rc..•Nn v r 1u,•nrca v • aunrc �nr•w,i n[arnr,aunK i wwK[•iLK an•{1 nvr ec•.M,an•[•Cy ry R n rKiv•n••c.n.r•.1�,uni�rvnn�n INDICATED HEREON SHALL RUN ONLY To THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,QOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIC/M OF TIE LEFWIG INSMTUTION CERTIMATIONS ARE NOT TRANSFTRAILE•TO ADDITIONAL INSTITUTIONS OR SVBSEOUENT OWNERS (S)THE LOCATION OF WELLS(W).SEPTIC TANKS(ST)t CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTNNED FROM OTHERS 400 Ostrander Avenue, Riverhead, New York IIQOI ✓ SIT tel. (h31.?272303 fox. 631.727.0144 odminayoungengineertng.com Howard W. Young, Land Surveyor Thomas 0. Wolpert, Professional Engineer ' IPF — Douglas E. Adams, Professional Engineer Daniel A. YVeaver, Land Surveyor SITE DATA L AREA = 20,610 SQ. FT. I / / I / s I � / IPF 1 / I � 0 °tip, sy 96 0, _v /t p Oo 0 J IPF �/ 30 y� �O�OQ 'c A 10nn njc �n O C� IP2 � 1 i V Q 0v 01 ���i, rrr �,' Q� / 06 `11 A� O� C IPF LP1 BO �4q Apo Ilk?, 9( / 20' N SURVEYOR'S CERTIFICATION orkh . �o , ti°�"' i R� 4' / CMF C a s� �O r i ,' c CMF O�� o/,� -960 oom Qc 60, �r Lv���� *WE HEREBY CERTIFY TO 230 LESTERS ROAD THATTHISSURVEY /' a a h WAS PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND o / eA e/'/ ti O�y� ty ao! F y� �ti. 6r. SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF Qc IPF PROFESSIONAL LAND SURVEYORS. ooti tis o PEE OF N 0/1 NA / � idy S?l6, �� `� pAbk Cko QoQ HOWARD W.YOUNG, 5.L.S.N 5893 8 c /l,`_, ' / 'f/i ¢ 5 y���o� DANIEL A.WEAVER,N. .5.L.S.N0.50771 �r J 3 `� Cy �F '° t:!r oOx4131 oo�� CMF SURVEY FOR 230 LESTERS ROAb r_y L' at Mattituck, Town of Southold Suffolk County, New York �S \ 111i 5 T� FINAL SURVEY > hEGEND O ,9 Z �•r '"� `""m" County Tax Map District 1000 s,ctlon 114 Block 07 Lot 5.1 CLF =CHAIN LINK FENCE FIELD SURVEY COMPLETED MAY 13,2024 CMF =CONCRETE MONUMENT FOUND V \ CM5 = MAP PREPARED MAY 13,2024 CONCRETE MONUMENT SET CP =CONCRETE PAVEMENT Record of Revisions EOP =EDGE OF PAVEMENT REVISION DATE IPF =IRON PIPE FOUND OL =ON PROPERTY LINE GENERAL AMENDMENTS JULY 11 2024 SANITARY MEASUREMENTS PVCF =PVC FENCE GFNFRAI_AMFNDMFNTS JULY 24 2024 RO =ROOF OVER FINAL_SURVFY NOV o7;2024 A B SPF =SPIKE FOUND OWTS 46' 21.5' SPS =SPIKE SET $ DB 72.5' 39.5' WIF =WIRE FENCE LPl 78.5' 42.5' WSF =WOOD STAOKOE FOUND LP2 74.5' 45.0' WSS =WOOD STAKE SET 30 0 15 30 60 90 m �Q, =UTILITY POLE ® =WEU Scale: 1" = 30' a • =END OF DIRECTION/DISTANCE - .---- =WATER SERVICE JOB NO.2024-0070 DWG.2024_0070 fs 1 OF 1 - - GENERAL REQUIREMENTS: I/A CV4TS INSTALLATION STANDARDS: - ____ __ - __ - SITELAYOUT NOTES: - ,'-­­­-,-­-­­--, ___ - ,­,--"- ­-, -­,­/1__,'1__-,-'­-"­­�-,-,--_­-,�,--_-��­­_­,­­� -L -.WELL-$__,�__ __ '... __. __ - - _,�,�__�__� _______ __ _ _1­­_,­,._­ ­ ­­_ - ­,_­____�__�__, ­1�1------ --­-'­1, _­,_.,__,___--.­, .,-- ,- _ __, _ . >I!, I PHEL jN5 N1 PRIVATE - " — ,��, — -, " - — ,� - " '-1- — , , 7,'7_7—�/< , I. The Installer must hold a current Liquid Haste License pursuant to I. Install I/A ONTS tanks or-cording to manufacturer's I. THIS 15 AN ARCHITECT'S 51TE PLAN 4 15 r __ , I Suffolk County Code Chapter 565, Article VII (Septle, Industry recommendations while conforming with these standard. All SUBJECT TO VERIFICATION BY A LICENSED ___� SANITARY 5`(STEM _____ I 1, I . applicable recommendations provided by the manufacturer shall be ( - (NO WELL OR SEPTIC VISIBLE) - "I'', i 1 __ � SURVEYOR. ,��, ) CaL_ " Businesses) through the Suffolk County Deportment of Labor, 5URVE' THE INFORMATION ,�I 1, - Licensing and Consumer Affairs, pursuant to Suffolk County Code Implemented. REPRESENTED ON THIS 51TE PLAN 15 TO THE ( ,_� ____1, � I I , _ - < I §565-1cl. The Deportment of Labor, Licensing, and Consumer Affairs ) I 11 11 maintains a list of licensed I/A OV,IT5 Maintenance Providers. 2. The I/A OATS tank shall be Installed at level in all directions ARCHITECT BEST OF KNONLEDOE. � (Kith a maximum tolerance in any direction of +/ one quarter Inch) on � z_� 100111,� -TC1.2a, - ___�__ �) LU a minimum 5-Inch thick bad of properly leveled and compacted sand 2. SURVEY INFORMATION HAS OBTAINED 11 546045 — — ­�_!"r —1 � - • 7 ­ � __ �� 11 I I � 2. All I/A OksITS must be registered with the Deportment In ( , ....,_-I_....� cl_�­ 1 1 1 1 LU accordance with Article 101 of the Suffolk County Sanitary Code (free from rocks) or pain grovel. _�,� - , ­ __ - _ _ , ' L- 1% _j M certification of completed PREPARED BY: " ___ __ — - "� I ,\ CY) FROM A SURVEY VATFH�� 06/211/2025 AND � prior to the Deportment granting certifle ( POOL �, � 1. construction on "as built" plans. 5. I/A ONTS Tanks shall be provided with a single outlet. A , \ \ ) -:� :t CV distribution box/manhole or distribution leaching structure may be 5(:�ALIC,E LAND 5URVEYIN6 � / \ _____ - --- -_ --- F-ou I F. 0 1% 5. An executed Operation and Maintenance Contract between the required for all systems with multiple leaching structures unless on I SOUTH BAY AVENUE, ( ___ - ____ I M / � - \ `)I (SLIP N.Y. 11-751 . , - --- Maintenance Provider and Property owner must be, submitted to the alternative design is approved by the Deportment. � / I' \ �, (5 Deportment prior to approval of the I/A ONT5 registration by the -,---- �I � -0 >: 0 Deportment In accordance with Article lei of the Suffolk County 4. The top of the I/A OATS tank shall not be located greater than TELEPHONE: (651) 115-7 :2400 � < - Q0 2.5 feet or less than one foot below final grade. I I \ *Z 5onitory code. 11 \ .) L_ Z r-- / I � "'�,_ � .1,> , 0 C CM . 0 / I 0 \ ) 1 4. All installed I/A ONT5 are required to have an Initial 5-yao^ 5. At a minimum, all sampling manholes shall have 20-inch covered L0 ( STONE 4 BRICK - ) -a service, contract. After the access openings to grace located over the Inlet and outlet. \1 � L) '- expired, operation/maintenance �� -� >1 s-4orrontq one �, � 2: x Initial 5-9cor operation and maintenance service contract has Covers shall be either 20-Inch diameter watertight and NOTE: ( PATIO 0 GRADE 1� �,(3 \ C expired, property owners are expected to molritoin on operation Insect-proof locking cost Iron covers or thermoplastic. covers at I. FLOOD MAP DATA: (\� / /I!�x � � \ f 0 C) 0 4-J I and maintenance contract In accordance with Article III of the final grade. All covers shall be designed In accordance with section MAP #: 561050015aH � / 1, 1 _ _ �;_ \ \ ) 0 M -Z Q0 � � - -_ -C -) T Suffolk County Sanitary code. 5-111 of this standard. MAP DATE: Oct/25/200cl 1 1 ______� \ '; 4-J 4 U0 , [ - - � \ C C\j 0 cc 5. Nhen on I/A ONT5 requires a vent, the unit shall be vented to the ro. When sampling manholes are approved to be Installed in a FLOOD ZONE: X � - - _____ �, \ <) 0 Cl2 2 (5 roof of the residence being served. Vent pipes shall extend a ( / / � r-- driveNoy or parking area, the manhole shall be designed to be . : _----- I \ ) I minimum of & Inches above the roof line and the top of the vent traffic bearing to meet the requirements of AA5HTO H-20 or 2. SITE PROTECTION/SILT FENCING TO BE ( / � 11 __�, I \ ly, ,hc5 to the HS-20 loading, INSTALLED AS REQUIRED BY THE TOWN OF I.G. POOL I -, � I shall have a minimum horizontal separation of 12 Inches t I I`, \ ,��O�� � sloped portion of the roof. In cases where It Is not practical to SOUTHOLD. � z---- I&, >< 40' ,,,�\ � ( I " 11 I vent the system to the, residence roof, a vent pipe may be, piped to 7. The outlet Invert elevation shall be a minimum of 0.1 foot below � / / II --� \ , 0"? . ,the exterior of the, residence and terminate a minimum of le> inches the Inlet Invert elevation. 5. SURFACE HATERS OR HETLAND5 ARE ( \ �\ ,,,,�,_ .. \ ei ,se vent LOCATED DWI IN 500' Or THE PROPERTY, above grade and at least I foot from property lines. The I / I 1 6� � pipes shall be located a minimum of 5 feet from any window or 5. Sampling manholes shall have on inside diameter of 2 fact or on � / I -1 \00 ,-�,�, � L_ ,5 'I doorway and must terminate with a carbon filter device. All vent Inside area of 2 foot by 2 foot. 4. ELEVATIONS REFERENCE NAVI:� 16195,5 � // / - I --------,--- \ \ , 0�- ej pipes must have a minimum diameter of 2 inches. / / I L___- \ I \�� (�A\"'- \ � q. There shall be a maximum retention depth below the outlet Invert 11 i I \,�� , I � "I 6. Installation and use, of the I/A OHTS must conform to the elevation of six Inches. 5. ANY VISIBLE HELLS LOCATED V41THIN 150' �, / I 151\-� , I i ) i Deportment's approved I/A Oks[TS guidance document prepared in OF SUBJECT PROPERTY LINES ARE �_ / LINE OF 1501 1 / I I accordance with the standards for "Approval and Management of 10. All sewer pipe penetrations In the sampling manhole shall be DEPICTED ON SITE PLAN. SETBACK FROM - - / — I � EXIST. ! I m watertight. � - - � \ � � a — Innovative and Alternative On5ltc Wastewater Treatment Systems." � /NEl0HBORIN6 SEPTIC / � 51"PTIC, � 0 I I ��� i � ��\l To ) I ELECTRICAL REQUIREMENTS: 6. SITE 15 LOCATED WITHIN SUFFOLK COUNTY 11 � / - -__ � .T. ye�-�_ � � MINIMUM DESIGN REQUIREMENTS: GROUNDWATER MANAGEMENT ZONE IV. / i - � S�( (D :3 � t- / 0 -q � ----- ,1S /) i � I . y 0 M : I � � -Y -P,O I. I/A ONTS tanks shall be constructed of precast concrete, CONTROL PANELS: / LU -1 *�A ) _�_j I M I. The control panel box must be placed outside on a suitable ,>E516N INTENDS �,-1 �- if\ .: r, V_ fiberglass, polyethylenc,polypropylene, thermoplo5tir.5, or other -7. PROPOSED SEPTIC SYSTEM r � X vzo S') " - i�z�N 11 ! pedestal near the structure that It serves. Alternatively, the panel TO AVOID THE REMOVAL OF ANY EX1571NO � I _j kn 1�1 1! EXIST. ;,,o �� 0 1�: � . materials, in accordance with Deportment standards and IONYC,RR, � 0 LU )-- 0 - , .11�1 \/�, 0,�` .P1 -Y-Y r I � � �/ � WELL 1� P�A�r ) Appendix 15-A. The use of steel tanks is prohibited. box may be, mounted on on outside, wall of the structure (preferable TREES. THE PLACEMENT OF SYSTEM '. � Z:< o > I ., � � 0 utility room, and not a living space). Other locations for mounting COMPONENTS MAY BE ADJUSTED PROVIDED l I 1 0'r- �� : ') = .,, + ? I ::i�� -1 i .so� \ 0.7�O 1 � considered by the Deportment on a THAT ALL REQUIRED MINIMUM SETBACKS � � _j -1 I � _ 2. When on I/A ONTS requires a septic tank for pretreatment the the panel box well be e ! � LU<< � - tk t- -5 septic tank shall be designed in accordance with sections 5-10-1 case-by-case basis and with I/A ONTS manufacturer approval. ARE MAINTAINED. INSTALLER TO CONTACT �, K> l­_ T � T_- I � 0 and 5-101 of this standard. ( I p,� - / I LINE OF 50, � � Z 13 5E713ACK' FROM i� .1 I � 2. The name of the I/A ONT5 04M Provider must be clearly ARCHITECT IF RELOCATION OR ( � D_< \ S rXj_LL (MIN. SETBACK To i Li. I 5. Unless otherwise specified, the leaching structure/system that identified on the outside of the panel and include a phone number REORIENTATION OF COMPONENTS REQUIRED. I ( I 0 Z / \ `-SANITARY LINES $ % � � 0) follows on I/A OV4T5 shall be designed in accordance with section to contact In case of alarm. (' . � \ 0, DRYHELLS) I p, I i 5-10-7 and 5-110 of this standard. 11 �I / \ L-t:: � � �, �, < - — 5. Exterior panel placement enables the system to be serviced at ( ,I I \< 0 , /' �� U) 4. At a minimum, all I/A ONT5 treatment tanks sholl hove 20-inr.h any time, eliminating the need to access the inside of the building. THE FOLLOHINO LOTS HITHIN 150' OF PROPERTY ( � � / ,�,- A �� � r,% UTILIZE PUBLIC, HATER AS PER SSHA: il- - � I - __-- � (D covered access openings to grade located over the Inlet and 4. The panel box must be within view of the system location to help ( i � N�\N 11 outlet. Covers shall be either 20-Inch diameter watertight and facilitate operation and maintenance. ( 26 - -� , \A ')11 VA/1 1) um / \-I- A I ___ ) n Insect-proof locking cost Iron covers or thermopla5tic, covers at 5C,TM #1000-114--7-5 11 0 - _- final grade. All covers and chInnneys/rIsers shall be designed In 5. The, control panel shall be placed at a comfortable height for -114-1-10.10 � '\-�-1' FREESTANDINC, / 26 1 5 12 rwmm . .- 507M #I 000 ( \ I �, ", ,a3(�0,4,2�OL __ -i ) � 1i accordance with Federal Emergency Management Agency ( � \ \,- % .::,� ) accordance with section 5-111 of this standard. access In oar � ,��, OIL TANK . (FEMA) flood zone requirements. I I ( \ \ _11� / / 5. When a I/A ONT5 Is approved to be installed In a driveway or � - _____�_ \ -_ - 4' X 10' 5700F' <X_ <j, I STORY 7� e ___� :__ I . / i , — �,O,O / / ) parking area, the unit shall be designed and/or installed to 6. The panel shall meet National Electrical Manufacturers ( - \_ — - , I \ ALTERATION I/ withstand HS-20 or H-20 loading as designated by AASH70. Association (NEMA) 4X specifications. L_ - _�_ - \ I/ - ,__ - I STORY \\\ $ ADDITION / - / / ) < (b. r5orlooge grinders shall not be permitted when on ]/A ONTS Is -1. All below rocle Kirin must be run In electrical conduit. The DRAINAGE SYSTEM INSTALLATION NOTES: (P \ -A I I N � / utilized as means of scKo9a cll5po5ol. conduit must%vc appropriate seals to prevent gases and moisture 0 \ \ 1�7 \\= � ) A MINIMUM 10' SEPARATION 15 REQUIRED BETWEEN DRYHELLS $ 25 � from reaching the control panel or junction boxes. � \ \ I . \ /// __\2Z5 �1, T. Water softeners shall not discharge into on I/A ON75 and the HATER SERVICE LINE, UNDERGROUND UTILITY LINES, SEPTIC ( \ '_1 � Z I 0�, ) I I Deportment recommends water softener backwash be connected to e,. Each system shall be equipped with a functioning warning system COMPONENTS, LEACHING FIELDS, SEWER COMPONENTS, OTHER ( \ _� COVERED / / ) . on onsIte dryKell acceptable to Town or Village building � \ I \ 0 / i which will activate audible and visual alarms that can be reodllg MRYNELLS, AND THE EDGE OF ALL FOUNDATION HALLS 1, i Departments. seen and heard by the occupants of the building served. The 0 A MINIMUM 5' SEPARATION 15 REGUIRED BET�NIEEN r;)RYHELL5 4 r� \ \ .2 STORE' P I I I STORY i i � \ ' vvk / 0 ­t : Deportment recommends a telemetry device be installed to PROPERTYS \ � 2ND STOR�� - - // - 5. I/A OATS tanks shall be watertight and constructed of sourd and provide immediate remote alarm notification to the 04M provider � \ 24 - 1\ FRAME HOUSE /// %"�_ -Y -P'O ) � I � durable materials that ore not subject to, excessive corrosion or 0 A MINIMUM 20' SEPARATION 15 REQUIRED BETWEEN PR'TIAELL5 AND ( 1_\ I-- ADDITION --.-- / I �r_ I covered by the 04M agreement. \ V4/ 5A5F_XEN7 / -7�A Z"� decoy. BURIED PROPANE FUEL TANKS. \ / / 7�-Y-y V_ I) �_ I cl. Systems which are not designed to flow by gravity are 0 CONNECT ALL GUTTER LEADERS 70 NEAREST PRYHELL \ / V_ P�A r � � \ F.F. EL.=2&.c15' . \ C r :� 1) 0 cf. All tanks must be watertight. Two methods of ensuring tanks are recommended to be equipped with a control panel with means of ( FUJICLEAN ALARM 4\ \ 1 (4\E3EDRM. PROF.) / ______ 76 Q, ,i Z � watertight shall be either vacuum testing or water pressure testing I \ — ___ I !�i 0 " 0 � connecting a portable generator to operate the system during a CONTROL FANEL ' ; / 0 �.k,- .5 methods as follows: ( \ I - I power outage. I�,, , I I � � \, / / / .� 0"r!-- �I t= I i \ FUJIMAC, AIR 51_0�^�ER -1 \\ \1 I I I - I F-T —_ / , a 10. Vacuum testing; Seal the empty tank and apply a vacuum to four � , — \ I -_� V� I Z I PUMPS, BLONERS, LEVEL SENSOR5, AND CONTROLS: N __� \ ,�A�k;T 0 ,�, y I ) 1 0 � 1,X � -_ \-'A I RETAINING . . 5 r, t'-slf sv��-( il �j, I _ _ _ _ .2 41 R / \ � 0 �v (4) Inches(100mm) of mercury. The tank 15 approved If 110% of I. The electrical junction box serving the pump motor and floats ;24\,� \ ___� 11\_� v?-\,4 24 ,�,-,P "�i__ ") L) vacuum is held for two minutes. must be watertight and located outside the I/A ON75 tank chamber. (I \ on F0_ - - i 1 WALLS - \ , I ­�ik V` - - J- - ,/� < I (51161:2025 � � COVERED_ - " \ - �_ - % 0 'k,JO 0 i t; � ,, \ 22 1 PORCH - - �� �I \ \ \ (� \ ___� ", 2�rl't;11\ , - - / , 0 �� = 11. Water testing: Sao[ tank;fill tank with water to outlet Invert 2. Any blowers located outside of the I/A OV475 unit must be placed __ 1_� �'__� � -- \ \ It - / � / -�P 7-- *q- 0 � M I U � , elevation, let stand for 24 hours. Refill the tank to the, outlet Invert � = I , I - \ \ \ ,�,�qnp -A , � on a pod (concrete, plastic or fiberglass) and have a soundproof TEST HOLE DATA \ I - )__ / ) U� I � , I ___ ----__I \ \ I I \ / 69, 1��after the 24-hour period Is complete. Let the, tank stand for on enclosure cover. () - // 1�', _11� I McDONALD OE05ERVIOES � \ ;e--. - - - � \ \ �� \ / / \ _<,0 � < I ,i i additional 10-hour period. The, tank 15 approved If water level is 11 \ () /, \ - ) ---�_ -� \ - I __ - 1X_ -s- ,� I It ! � I _(�C) / held for the 10-hour period. Water pressure testing Is PC BOX 1255 ". -_ - 7t___-), - ­V__ - I -.11, I IL I recommended to be done onsitc after Installation. from access openings. r " -Y � 5. All pumps and float trees must be accessible and serviceable -71 b I D.N. I 0 \ I � U, SOUTHOLD, NY 11cl \ ,I J"" PVC, AIR, LINrz\(FF-R L_-_\_ / � 0 / / \ 651.165.5671 � \\-\, " ��,�N-',�- ,�, /MANU. SPED. \\ 0 ,1- _\ 1,t�, / I - . Z < _1��0'.',��, I � ���J"��, / I/ � 11 13 , �\ ". �_ I r�,.H. x , I/A ONTS TANK CONSTRUCTION MATERIAL REQUIREMENT5: 4. The floats shall be attached to a Schedule 40 PVC float tree .�', � I , \ � ! \ ­,;%"�, / __ I 0 (1) ; ( _,� I- 21 - --,- , �,- / \ � � �/ \ - - \25 i I for service or adjustment. The floats _ � �n - - 1V� - - that can be cosily removed - ", ",6r)� I �nl \ \ � __ \ / \ ±�,!,�Z- "z %,- .,/_ _y � U) Z I ( 1 ift, - -/ \ - 0 1% T 0 Y, � - " shall not be attached to the force main. 1, �" \ , , ",-,k1- - \ - 1. Reinforced concrete shall have o mlnlml)rn compressive strength EL=25.0' ? ___� - " , 2�:,4:f�;, \ \ - E .1 I % r 2 vi " _ I ,�� - - - \ - \ SEPTIC ) LM �. � ��­�- \ I _3?11 I I - - - - __ - MIXED E - -"�� -,�, \ __ - - - -\_ " D i �.rp, SAND 4 LOAM - - ! a normal operating cycle. ( � ...........- \\ \� \ / Z_ V) of 5,000 pounds per square inch (psi) at 25-cloys set. 5. The Deportment shall observe the pump system operate through 0 _____ P - - --- \ I - �D � 0 (3 � 1 2. Nall thickness shall be a minimum of three Inches unless the I' -_ - - __ - -1 - - _�,� 0 L.P \ Z =- I Z � - 'L�� /- -- - is: VIA Uj ! � \ design has been certified by a New York Licensed Professional b.Inspection for leakage of the force main fittings will be made SM BROWN SILTY !, -- \ - - I - / _j SAND ( - __N5C- ---� \\ \1 - -Z 2 Engineer as complying with all appropriate requirements for thin during the pump test procedure. to - - � \ I - - - \_____ F - - - 22 � ( , 37'30"Z ----� , \ - - TEST " \ / \ _� 2 ;= < ng 5,01-- - - / ___ 21 - - - - - - - _�, %, I k-- - x i wall construction. All walls, bottom and top shall contain reinforcing ____ ---_..-� , .., "_ - I 0 1 1 � -----�__ - — - I - HOLE \ - 'VIA Q K La I " --- �_ - -..---.-- - � - *� ". � to resist on applied force of 500 pounds per square foot (psf). —_ 1_ __ -_ I -_____ -----1 ---____---- -- - - — (I __� - ______� % , - - - - - - - - L.F. N SPACE I, _,- " �31 __ ) >: I ,Ir butyl ( _ \_ - W I T-i L_—_� I - I - 5. Pre-cost concrete, sections shall be scaled with one (1) inch � LINE OF 50' SETBACK FROM HEL - - _\ / � %b � = I 0 - br_�O 0 � ___�_ - - --- - -FOR - " la2,��&] ) rubber joint sealant which conforms to A5TM C-11110. k�ZLLINs - �,�x�� � \ ." ----_____-----I - ---- --.I------- .--- - (MIN. SETBACK TO DRYHELL) �,\�� r_,P�O�A -__� E.P. �,� 0 ) �/ - - __ /3 cc) "�, , - ce) I R* � P'qZLL , Pql PRA/A ___ . j _ ,q- _____ CISI- 4. All sewer pipes shall penetrate the vertical sldcKoll of the tank / SANI-rARy7Z ___ ________ P,01( . O, \ ......, � ,��'k,�O,t ) C14 , �, 5'r I 57Z�j - ____ -----__o __�� � - — - —-------- - �) 11 �, and shall be, sealed with grout or other means acceptable to the / _____� I SS111 \ , /1" LU 00- � to Deportment such as watertight scaled flexible joint and the pipe � / -_ — _______� _ —A--\j - N,- F___ ) � C14 0 ( kZL'L 4 5�'7'/C 15o, WELL w;1, ­ 0 3�- \ ( -V - __L___--.-------- '0-)- ;� I i -----_ - , \�_ a 0 0 gasket fostered to the pipe with stainless steel retractable 11 ) _I------- ____� ------__-----_ �� -- A ----__ � � clomp(s). - -------------- ( 7 , - ') ( / ____ - T,\\,(,-\�\\\ � 5. All joints shall be, scaled so that the tank is watertight. See , �, - , A\y PROJECT: section 5-114, 5.10. Tanks that are cost In place require prior ( %31 . �� L E 5 7 LE R 5 ) PALE BROWN FINE ( DNEL-L- ___\1�______ R 0 A D �: approval From the Department and must cc certified by a Licensed SF SAND � FRI\/A INs i,q/ - � _---� --- Professional Engineer. At a minimum, the floor and Halls of a �, / 7Z - - - SAN/ WELL 4 X.�_/ ____ - \ -----------____-----.----,/ concrete tank must be monolithically poured. ( / 7'AR,r .0 � ----- -0 �___ WHITE I/ SYSTZM ly IN (b. Whenever practical, concrete I/A OV,ITS shall not be located 4_1� -X i 5EPTI / ______ __ — �.ad KIthin � - k) .1� SEPTIC within groundwater. For installations that are placed / LI)JU v / ) groundwater, the bottom and side portions, up to 15 Inches above / t�U Q I � highest recorded/expected groundwater elevation, of the I/A OV4T5 I/ -1 .,r 0 DNELLINO KI I unit shall be monolithically constructed. In cases where this is not � +-,I'L i? PRIVATE WELL 4 � ­--------- _ - practicable, the I/A ON75 unit shall be water-proofed up to IS ( / V ' O / O SANITARY SYSTEM �) Inches above, the highest recorded /expected groundwater (I R.-,r / 1) 230 LESTERS ROAD . 1, , X / (NO WELL VISIBLE) ) elevation and leak tested to ensure tightness prior to operation. 0 5 10 .20 50 40 5 � ( 111111 I I I 11 1. In cases when concrete tanks are Installed in groundwater, the (I / 111111 3 I I I i ---� 1� MATTITUCK, NY 11952 design professional shall submit buoyancy calculations to prove the, 11.01� � 51 TE PLAN / / GRAPHIC, SCALE <j . . ) weight of the, tank (Kith or without anchoring or the addition of COMMENTS: NO OROUND?�IA7EP, I - ballast) will be at least 1.5 times more than the weight of the water ENCOUNTERED ( 1; DRAWING TITLE: displaced. The buoyancy calculations shall be, clone using highest � SC,ALE: I" = 15'-O" � - ___ ------.- ------- -------.---- expected/recorded groundwater elevation with the tank empty. Soil �l-',,-,',-,,'.-,,-�'..--/,-�",-�-"�",--.,-'I ­­­1---�\__­'_',______ .­,_�, ,__1 ,,__,,,, ,1,_,,__,_" , .,", ­ - ­ ­� ­ - ...- - - - , --r"CZ­ _­_I_,­��­'_, -,',- ,__ ,,,_ ,,-,.,�_._,,��,-��,-".-".�-,,,_,,� 11 I'l- "-- J, ___­ -, --,- ,_ � __ ­ _­­_ ,,, "­', . --N -4c- Z - " _ I _. -,,, ��­_ � . - ­ � - _� ", _�__�,__i%__ -�f-' *'),- -,"p-� �, ,-- .�, "W M4012 W-11115 7 - .,s I A 11 I I,I 1�> ", ,�,t�,:v". 1 e,o- I. I I , ,� . , ,A%, X"%N, V, . I �I � i . - ;[�1, -,,,, '.. I . � � - , , � cover �,;�k I . ---'.'- -�,��, I -, . - ­4� -,� .I �j I I ". I , �, I -, X - " , � , �Vl " � - -i�* � ,X-1�,-r",, i t . 'N"X - _�, ,! 4 , ,�,�': , . _ � SITE PLAN r '', ..", ,?�� -- , � il on top of the tanks) shall not be ,considered when 7, e. � . Ij - 0�.A- .� I � � , ) , , I ,i�, �, " I I I �'Vkj I 1. � .11 - ,. 4, . . determining the amount of anchoring or ballast weight required. r I "_ N� . ,, - /,( .���'' I .�.�":!,�%,%,,,"� i I ,�..", �. - . I *, �IF'. .'-1, . , I � - .1 I �, e �T � I ,.�. 1� I.L#�; . ,14 ­*� ', � " i, ' . '.I �, '� #f -71�1'x _4 . r� .,� � ­, SEPTIC SYSTEM -- , " '­_ ,��: $ " ' i �F% -.4 1"' ' 1�\ . '! " '' . ''� - - 'MC I J' _,C' �', If r� � " �� . , 11 , � - , , " - , ' ' - ."I- ; , .. r 1, , V�� .. I . ea , O'T , ,' : .� I , %,� '.i:% '. NOTES ­./­__ ­__ - - � " , ' h ­'� I X ,f , , irj. 4. '->'/'; _0 . -111 , ., 1, 4 1 Jl __ ­ ­ ­­ -1-, _�­­ ," - , , ^% .��,' ' I J; '4 P �_� -- '_� ­­­��, ,�-­ ,,,-%,,,, _­ ---­-� ­­­ �'. _ ,�_" I/ I ­_,­­� -,-, -',,, 4 r,'..,7"-,,;: , " V , . . ., V 'It.I V �f ,eo.� .; . _------7 - I 1 4h jvto - , ,o.� '. �.�. - At. - -,A* , i � __, 4 ,4*�I . � I 1� . .1 SUFFOL< COUNTY HEALTH DEFART��ENT AFFROVAL . , o � I -i. -��.- , ,^ . ! � ;M,.� �'�' , r � , �r \, ��.�; �,, - � I 1. � 1� - � ­,� 4 - . � , � � ,�� ­�_ -,.*4 ,�� *>­ , 'A.." .1 \1 ��_ r I __ 'Vk PROJECT / ZONINO DATA DISTANCES TO 5F-FTIC 5"r57EM r,OMFONF_N75 -_ 0 * I ,�� i��. I •I 'k,"00 - "i" - 1, -f ", .. - : ��;: '", A I . (I. � "f` _.;,'"��.,�,- : ",1�. ,_;, ,� .. r I .I -�_, 1. � ,. .Al - , �"I e�',, - H.S. REFEREN(f.,E NO.: R-25-12,43? ------,-.--------------------------------,---l�------- ------�----------- ----,------------------ _____­1______­__i _', ­ ._ ­ - � � !*^, . 11�1 . _" I -1 I . _: . I I L � . � *t' I- I � (MEA51JRED FROM 5UILr�)INO C,ORNERS) ) `�;,"; '��!,_ f'"Ay�, 7, � ,,, � - ­­ � I ,I., �j I+ -.00 '*" '*­, 1 44 N " * , -�- , , - . I - PAGE: 1� I _ � . �� � 1 - � .'- ______ ____ - I I�, I .1 . ,� �'r - 'A " 11 __ * " ,,��,,q (, . I '.T ,._.X1, R-) I ;�'��I� .,-,o%N ;N-,,'�'k��'�� � __ ____ ____- -------- ------------------- ____- -___ -- - . � - - __ - � __ - ------,--,--,-, --------- , �' , .P� , / ­­ .� . I ,­�, �. 0 � , I TAX MAP # loco-114-7-5.1 ­ , ,f�/; , r . I . I SUBJECT PROPERTY 1 1 . Q, , , . � . I •� - r X% , ......--.-.. ___ � I � V , - __ I 21 . "' ,r ,� �, N"i i,I�'.�V__ - . ,1.1"'I . I lv�., , I , , 0 , --I---'!- r - j i"- ­ C-11 , . f,, -4 1 �11 I , ', . I . r - � 41,,�1, � -, ­1 � - N � i -40 NC, � . 'A' , ,:-A r - , -� - t "- i , " , r ­ .I-'!-! S E Ir-- 0 SYSTEM COMPONENT --- _____-__ � 11 , .�i I , Er - ') I FV' D7[DAJ­-%T`fEP_,_ Or7- H'A1_1 ;\I,r' E ZONINO DISTRICT R ( - ______ ------------ .�_ ,�_j " 'i1 i - I I I - "I . ' ;I;' ORNER Ix RNER '5' r `I�-' COU � ( ___J1C CORNER_ 11 �4,N ,,. ".,. IL,.� t .. .,. .4 . . 4. � , , i - ;-i-I" 11 , - '%,� ."-, - ,I NT I - . I , I �_� ! ­��M I'll � " I � . I - : _] ) , I'10'r-11*- 4 ,'-.-��_,",�;,� I . ­ I . r- 1 46 21.51 \ � �%,N 1�.r --_,z�, " I J, i �, 41 1 - i _� ____ (, SYSTEM I A �,-I_.�' .. i ! .­_ �� -1;,c�,, , ! �, ,j i,�'�'_ . 'Ill 11 --_ i I � I I . � �_! , ­-_ .."", �'.. ��- . "I I - _____- ----------- --_ ----.--- � * wr% , � � I � � I I I .,);,,: -,'- � .%. I I I %, , "- *' I ­111 It� ., �-.,­�;:�!, *-, 5 _-�' s , . 41,% �,-:A , , , . I ,� f/111� � ­_`0 k 1��31, [­� A.,� ,,,, , , � " 3� (1�,0`1 F 0 R% ( --------- ----_ I _-_ , 0 �J, I j" ; I A F")Fi,")0\"' L 0, - C, `T" I �`"T E I �` " r- I "C" - -700 GAL. FUJICLEAN TREATMENT __1_____ ___ .1 L , �1� . V:zph rmw OL01 -10 = � I -1�t S,�. �� )r�, , _ 11 � 'r •4., I LOT COVERAGE . 4 � I . �I W,V, , 1� ".7.;, 4. � I �Z�L,-,\ 4 i �,���,Nx, � " 11 , ,­0 .; I . - ­�Pf" - I..,'. A I . I , -________________,_ _____________1­ _____ ---------- ___­___-----_-----­ ( i "P" - .20" DIAM. POL`rLOK D157. BOX 12.5' *�_.", �, r •, � :""�," ""I " I - I , I I I 11� _________________________ -.--- ------- _­__ I ,It _ , - . ,_--,� 7;0", P�_ fl!", , _ . 'I""., '' I , N -*,ft� . d r, I' 0 �, ,. � -%, _' I - __ - , -­ 11 I# �, , 5 ,;.* .­ - ,�-Ak-" ­�. - ., i , I - ­ k , _N, ( i ) -��,-�,,- %,^-, 4­' �. , w � - _______________] 5-1.5, \ "'; , ,4 �� ,z t�, ,i, �. A I .:,- , -021�4 ,'ie0no" 4 4 I - ,%�� 4f.I "'O . � i "i"_ I I ,f , � , '­1*�14, 11* \ , , 11 I � ,� iN�. ., . .,., N . .1 e ________ �) Z-'.�7 *' _0�® " ,e � _/ ,j i�[­J ,F ',,kf f EI- !C E 5OUTHOLC) TOWN GODS 2e?0-4 , 4' ,�At � 2- rl*-; " " " r, , I ,I f , � .� .1 . 5.5, z 4,t I" � ZINN I I � , "i ,�,AV-!-.1 : , � � DATE: 08/05/24 1OF2 k "E" - e?'X5' LEAC,HIN5 POOL -I a ­1 , -­­.___ � , , � , 1 .�/o * t �­ . , .kl�` 4�. ", ,� . ;,�,X r I I - I I � I- I "I I ,V 11 �".. I / - "­ 4114 .1. -.; ,*N% I . I I I "4%'L I k-, 0�­ 11111*" �),­i4-.�i 111% '# .r��'/.je, , , .1. I I.- I I ,. �j I � A 4-1 -'��-," - , , . — -,---- : �, , .,, ,�� 4 1 - . 10.1 r lr'A: .. -_-�' -�0"e_� I �,V;o-------- ., , .1 1� , t 4t,, *"� - ;_ " \, i i - 4,-1,� �- ,2 I je ..,-A' -74.5 � 4- �A!,/,­,_- , 4� 11� " _.,____ ___- - ___ ____ I I - .- N_ � ---- � N. ,,0i,i�_-" , - , - ,��, � .1 "� , ", ­ -, - . .' ", . ' i �� 4�',_ -, % �-054f --�,f*- a�.%'.'��. ,-, I v-49�--,�,, ­ R-23-1248 , - �41,4,r�4.t`-f 7 ,e- % 11 � IN . �1,,�� I I %...�, 7.--,�--- ��-e� A,4��, ,W t,-- , e I I V ­t ­ ., I I• -*1 r, it , , 4 i - 1 - - I . . " �Y-N, , ----,-- --------,--,------ 1-,,��"I-�./,,i-,,-,�7-, .. ,f /, ,i. "-" '. ,� , ..'O'. � 't "" , - "r. .I N, I � W � I \ � , ,Z, . .1 ' -, .r, I 1 1 741, 1k I r % �i , I . MAIN DWELLING I ol 10.4 S.F. 4.4 96 \ , ,-, � I",)�i ; _r��*_ -( I L ,__"_g,� _ � ') -1-1­ -I I- � __ S.F. ��w "I � ,t, , I ,�W Vft,- 4 - -;,. j .�.A,1� " 4 ,� 10,� , � ------- _ _ - - __ - L�l I , ,c: , � ��,,,�, �J. It �_, t,I . _ .% , . I __j _____ ____ ______��- 42.5' //�_ 11:N 11 I .__________ ----------- --- _�____ . if N, - ., ", Q'I ... :%�'DESCRIPTION (FOOTPRINT) AREA ii % LOT �1. I � le r' �f 4 .,.� � ] _jj COVERAGE �, I "I'" - e,'Xe,' LEASHIN6 POOL -.11 � , �* , -",4 . ,� _ , ,r .,:N 11/26/2024 " _�(_ .� �� � /, .,�.O'��.,, ,* ;X_ 11 "N" : � N1 . , _ P� I " r ' . r "f f"�!rl. .05 , . k_1 TOTAL LOT AREA ] 20,60cl- ----I � MEASUREMENTS AS PER SYSTEM INSPECTION CONDUCTED ON APRIL 22, � , , � .X ., , I 1 2024 BY Nr;�5 PLUMBING 4 HEATINO . " - I , "i . . ,�,r,% , .� t � %,; A N, -.'!(�',_.;,, �(' ) k�;,�,"-, , , tk- - P e , 1, 'e"N- I I -- I 14^.. I ­ . - .., J, � ." I i I NOTE: MEASUREMENTS ARE 70 THE CENTER OF COVERS. ) ,e "'7­!, , , , _ b,<.' / .. 0:� - 11 1 / , . .1, , - - , I , 1. 11, . - I P '�,,,r I "! .-CANf- ,� � ­_____ __� -__ , �� 0 1, 1­1 ,, I I e� "­1 , , i� ,) .. N � I 'A 4. !�' - 'r­ - � ,� � t 4#v^w - . I I DA x,� - I ��, , �o_ (r . e 41�17 ­`Z,4 � �" I'_ *.A; C, 1 v,,! ,, �i.,.,r ,"� i llc� . 1.67. POOL 640.0 S.F. i 5.1% , "" 4-1­1 r- �-el v,�-, ,, , [ i, C� I " f" L , C Q� ,I.- I I I ,.ev,*.!�A'.1 ,-, - Ifft*/, �,;�i� �,, "r I n r,ppl, 'r-cil, i-,e- -� fAh'­,� !'�(,-,-`inon h-vc tr�7',"_-n,'11 �1 , . ,- ,.;�41 .. , I _Itlll' ­11 - � E ,;N-­Ne� - - 1P - . . ,r.,­ --'r "I W, 7%. N%7V 7> M!,10 _"� ' ' '.. 1;'.i, ,, ,, 11�4-11 - I 1. .�.- r j �P/i.,� -4 N1 I " ­�� A -1 - _"­­'11_,,__,__"__ - ___ _-ji _ _ " ,, �_!, -0 . I � I �A I - , � ,� - , - I - 1, " - � 1, � , r, -A � ;n�--�-(,,�­rr, ,-Nrlel, ­I - �� I ,,-SHEM , --,­ , i 1. 1 11-7.2 S.F; ,-- , --- !-, __ _ C.5%- ­_��_�"­ � �I �e," ,*V,.,^ �'Z_Z.I _� , , 1 4, . ,I , 1.\j, -1. , ,� U pmni., I i�` _­, ,rr � , "-, ;— , ( � 1� , k r_., vo,,�,, -Fj1,y,,t-,!' ��,*,j 70;;:!��,--*%A ­', - -, " � I ,��-- �", .� J or Chc_T �, �,�,I, f_-,,nc;,,:�,­ _1r, fo,ln __ - _j \ -. �' , , (" � /or G; lifi-_O `­y thi [_� - r- "r. - " -____________ I � , . 14"I - V4 ,- .1 ) ------"�'--".--- r------.----'----------------'---" _"__1 -- ",�l.- ,--��-,�",��-�'..'�,---,."��,� �'� "-�.,_",__" _,"__,"�_.1 ,­ _­_) , I �li 'o-t.N-SA / 1,1,;_;� , '.6 i 40.0I '.- "" ­>"64 ,�. , a:1, STOOP S.F..F. O...4-70 , A f,,�N,I r , _i � � f i,-r I . If r C,r: - --------- I -1 �I 11 IF ­�.,kel%,eq, , . � .4�, A ­,o ,0 -*,P-,7Z�,"%_-4.,4 7 I.'I '� ,, ,/r.­ ______ I � � - �7 � 'r ­,�,�� - �-­�,�-t----,..,A! , , '. . . �, .r,, '1/�,; ,,, i_d i �� -�'" i:� � k I i � �. , .1`) ,�,- - . � I 1-4 , "' , " I . - D�, r_-C I� I 11��, 111,�� __I , , 6 � - � .11 ,4 , , I I Z%:j . � 1* �. -"-, <.,-,,e -�- .�,- -', " . 0,� �", . ;1, ,Ia '740.6 S.F. i �,,Z's , A.�w ,I* --- �-*_ -'� 1* / * r 0 .,L S,P, 'n,"(_,!�0 r V " )r7,1 fi� � Jr/I"1, �11 11 r --, F'E P r-'10�_)"1"Q I i . _,N\ _); �Or*� F'f/,A� ,,-- I.1 ADDITION 4 ALTERATION 5.6% �'� $ _ ),� , ­%" , 4 .it ,e�, I I �`,, -.r " - � e I � I I � �`,$,,, ., �� -.,, * ­ ";";: k_'*.!%� 4/1 -4 , I k . � "I I 1.4 Z ,*._-k'4. �­ .- _-.:��c%-,t 4 ,� �,.A�1' I - ill ,�, , . ,^- -"e, -,�, ' ollvft 0�4-7,4 4.t4-7.,:�y 4 j , , �­ 2',rl .1� .� '.1, ,," - , -14�',o , -, N,. . , - t �O , , . $I A, I N-k-j ^' . -' -!.��7'.4 'A. ,. , . I .,I I�,� ".,I . ^ , 'r " ^ , - -"�' < -i - , �,,�., 7,��_.. ,­ I . . 4`4_ -.-,;P - I- COVERED PORCH 4 STOOP 150.05.F. �� O.C1% � �, q NL " 1144 � - JL ��*,.'," . i �M � �* r.NX1 4F, ,,��t-7�,, �3 !� 4,-,:!!�- -:� ,� I ) i / e IIAI�:� N r" �"-� ,,>�14��-;-,4, 1�,, "i I- I .." - —!Wr4^1,--40, , - I " ��_ �k "0 -4,N , ,���f�e� �,_*.,�,, 1 , . -4 , I __ ____ _ �, _-�, ;0. " A. "LZ,N�4 , , . -C-1.- - ______1 -____________ *�­ . I - �Vl - - . .f:%,",It, , % IX, 037405 , " L . ' �'L - __' '-'__"' � ) OIL TANK 7 1 � \'� � 0 -/_ _ \�,-[:: I /I \ r I I 11 I I t \�\� 2 I I I X - 1 STORY "" I OR /_ I ALTERATION ON / 71ON , , � r��l " / , / I I,- 11 I / 74, 1 1 1 1 _� -2-4" 1 1_____1 I\\ /L___ - -- - I NE _____ OF __: (MIN. I ___ \� - - ipg�!1�7�_Ow AIM-lio-" I � I . I 1�11 - , ,-,I 1� kp1�/_.1j 4� Aa^I ) 4. .1 ,�'�n�'.�Iv, 1*1 �_ •I ,PZ 40, � -111% /. �.�,, ,��t �,v k� , I ,,� I 0( -1 4115;11, - Pit-,-� - �, ,"PI, , , ., I . I - , . k_� ,�% , ,� - '�..w°r N I RE5 1 , �- � *�_t," � . I � . I �, 1* ;�, F N - .. ?I�. 6� I TOTAL AREA OF ALL STRUCTURES 260e�.2 S.F. �0 � "'V"N ,� , , - � . 4) � e��.1,;--; I � I -� i- I I � .-------_______________----------- _____ —_ )i — -,A- A _%_,�'4t�-k­�,-_%.. ", I 1, ,,-? �p ­"­9",� &..�OQ_ . - ,,, G'�'%f,.!G Kkf�!I�_:?P'E_R-A� RE,, Cl­!['�::F MAXIMUM LOT COVERAGE ALLONED: 20% �) LOCATION MAP r n 0 �7 ________.._______------- ,___ __ -e.-.�4-�,�-�l'-��---�-�---�-�-��------.-� - -------,. -- 71 .­ - :�/ - ` VVe . _,1 , c:A:_, 'ic" ­ - ­­_ � ­ ­­1 i I.---1 o .,e,�7'rr!-t-r [, - - rm, nt �_� � _._7__,_7_____,_ _ - ­ . ­ . - . . _ - � : .11 I - 0"t' �, 'i I � �, ,,, C,I., SCALE: NT5 . ......la (4) BEDROOM DWELLING 5r5TEM 02245 CONTROL/ALARM (57 0 Sw '- EL- (111EMA AX "' ­�.:__,.I'-,-'---", ,1-....'- I,-`, "'11 __11--11, -1-____ _'__"--v '­­�--'�'-1--- -'," " _1"__1� 1.1_�'___-' 02-65 t 24"(P LOCKING 155 c.] MAC IOORII ACCESS COVERS 1324 ,` BLOWERR III C336 S,1 1-4/ RISE .4 HOUSE t 15"4) LOCKING 1LI11WAY111W MAIN DRAIN ACCESS POLrLOK 20"d) D-BOX H' LLJ 1560 E LU N1 RISER GRADE EL. a 11-01, MIN. REOV IF INLET PITCH _j co 25.0' PROF. I/A -6," MAX. EXCEEDS " PER FOOT) f:2' 1525 1;01 ' 5 GONERS ONTS=:24.5' 1'-0" MIN. < c\j GRADE EL. a SECURITY ORATE (BAFFLE BOT L —]PROF. HOUSE CONNECTION= TOM VIEW TOP VIEW 34374 MAX. 2'-&" MAX. Lr)POLY K20*D-BOX 90,1 — 301 INSIDEBOX C PART 3017-20 1 IEI CRANL C7RADE EL. a MATERIAL-POLYPROPYLENE EA11111LI — --— I\S.MEITS SET. SPACE PROP. L. COLOR-BLACK LIO—ER E'&�RTTK 3SSRO P. 5.0' CAPACITY 15 GALLONS ­­IER 10.111M T__ ORATE PIET-1— 'mcwoEO I' MIN. 6'TILL RISER PART 0 309 IML E-SEA PART MMI1 • MIN. 4"0 SPR 35 0 2' MAX. Z co PVC OR EO. MIN. 4"0 5DR 55 z MIN PITCH ":I I' IJ NV. PVC OR EO. C c\J EL.=25b' 0O 22 (MIN. INV. INV.. MIN. ., - - - - - - - -- - - - - - - - S-1-- I N V.. EL.=22.5' MIN PITCH �":I' EL.=21.6' INV. 7 L0 _�e TO— EL.=22.11) rz FLOW LINE CD 14.11 PVC OR E2. TYP41P S L=21.( :T MIN PITCH 1' 2 x c\j CAST IRON PIPE IN �INV. C 1391 8 N 20 32,,,j EXTENDING 2'-0" MIN. THK. (MIN.) BED OF EL.=20.6' 0 0 0 4- 6 CL TO U. 5ANr:> OR, PEA GRAVEL J m FROM BUILDIN& 2" MIN. DROP N END 0 BENEATH DISTRIBUTION 4-J FOUNDATION VCAP T'rPE LEVELINO 4-J c; L0 141.11 3'_a BOX DEVICES AT OUTLETS 0 ca FRONT11DEVIEW FUJICLEAN GENT NITROGEN245 < L( ;;� REDUCTION SYSTEM LEACHINO 10 U III POO5) tL b INNOVATIVE B ALTERNATIVE ON51TE WASTEWATER TREATMENT SYSTEM (I/A ONTS) LL LU I. I/A ONT5 SHALL AVE MINIMUM TREATMENT CAPACITY OF 440 & D 4 BEDROOMS). D f='0L"SrL0< 20" r�)IST. E30X DETAIL H A MIMMR T _ ,­ " " ,, -1 . ­­ I "­ 1, 1 " I � �' , P ( B 1 11 1 '.' -1 I 1—__ I ( " � FUJICLEAN GENT PROVIDES -700 6PD TREATMENT CAPACITY (b BEDROOM MAX CAPACITY). 5CALE: N75 'c ­-, -" _­' '. __'­ _' .' 2 INSTALL ALL COMPONENTS AS PER MANU. 5FEC5. VICLEAN SAND 5. A IO' MIN. DISTANCE BETNEEN THE I/A ON75 AND BUILDING WITH CELLAR./BASEMENT SHALL BE COLLAR SURROUN5)INOX�' MAINTAINED, OR VMIN. DISTANCE IF BUILDING 15 UPON A SLAB. L.P. -0 4. A 5' MIN. DISTANCE BETNEEN THE I/A ONT5 AND DIST. BOX (WHEN PRESENT) SHALL BE MAINTAINED. oz 0 . — LEACHING FOOLS (2) (D 1. LEACHING S'iSTE l FOR A F-C-,EFDR.00L.Il RnSI M ENCr-_ SHALL.,PROVIDE 400 FTC SIt-,F-WALL AREA, M (2) e>'(P x 8' (EFFECTIVE DEPTH) LEACHIN6 FOOLS PROVIDE 400 FT2 51ce-HALL AREA FOR 50% EXPANSION, ADEQUATE SPACE FOR (1) & X 161 (EFFECTIVE DEPTH) EXPANSION POOL "I _ _BOTTOM OF TEST HOLE- _ -_ - -_ - -EL.=(0.O' -_ + NO GROUNDWATER ENCOUNTERED HAS BEEN PROVIDED (EXPANSION POOL NOT INSTALLED) 2. LEACHING POOLS TO BE _CONSTRurTEV"OF 0 Ic 5. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). 4. A 5' MIN. DISTANCE BETNEEN THE HIGHEST RECORDED 6ROUNDII`4ATER LEVEL AND BOTTOM OF LEACHINO IS FOOLS SHALL BE MAINTAINED. < 5. A IO' MIN. DISTANCE BETNEEN LEAOHINIS FOOLS AND HATER LINE SHALL BE MAINTAINED. 0% (D (b. AN b' MIN. DISTANCE BETNEEN ALL LEACHINS FOOLS AND I/A ONT5 SHALL BE MAINTAINED, LAM C,LEAN-0U7 DETAILS SCALE: N75 SEPTIC, 5""(STEM DETAIL 5(fALE: NT5 ELE r-,.TRI r-..AL SERVI r-,E TO FUJ I GLEAN ALARM/CONTROL PANEL z 0 �fAIN ELECT fP-il SAL_ 101 z PANEL AT 102 U 0 103 TPI N m MAIN BREA<EF, 104 U) 0. 105 SINGLE LINE DIAGRAM NOTE: (n MANUFACTURER'S SINGLE LINE DIAGRAM FOR FUJlr-.LEAN "CONTROLLER A" z 0 106 WIRING 15 PRESENTED. USE OF UPGRADED CONTROLLER OPTIONS BY U5 z FUJICLEAN ARE ALLOWED, PROVIDED THAT THE MANUFACTURERS 0 U5 107 CORRESPONDING WIRING DIAGRAMS ARE FOLLOWED IN SUCH INSTALLATION. N U109 TEST, PX, SILENIX V) T 0 0150 1 a Z Z ice f I Aw M Uj 108 _j kmM n 109 NMI 11, or-WR w 0 0 151 110 T 15? C-4 04 TMOPr- TD 20 INAE PS-112 m 153 TMM N TO cq 0 112 1 5.3-7TI INAI 154 -T113 SVITD4 - 155 II PROJECT: 114 LT115 rsm 156 115 415"._ � :3) WHITE TF1 'TRI Ltj x'z J11" N 157 BRANCH CIRCUIT PROTECTION OVERLOAD PROTECTION, 116 k" RMT )EACM N Imm Ll MJVN DISCONNECT AND 61XRCURRENT PROTECTION I SEPTIC rUMT L -*, 158 1"ac FIN19 - - o.- — j OF INCOMING FEEDER CIRCUIT PROVIDED BY OTHERS 117 1 K" v &I AND MUST BE SIZED ACCORDING TO PUMP/WOTOR I r�)Er�)Ir,ATED, 20 A��F lie 159 _ PW. ILONT MANUFACTURING SPECIFICATIONS 230 LESTERS ROAD SINGLE-FHASE 160 — — — — — — — — — — -i — — — MATTITUCK, NY 1:1952 C,IRC,L)IT 5REA<ER 119 1 1 C9120 TPI L 120 e M ]%i 0 3 ­1 r— — — — — — — — — — DRAWING TITLE: 162 Rm, P SEPTIC SYSTEM DETAILS 121 CIPWIT KTAM 122 163 WIRING DIAGRAM 123 A 164 A SUFFOL< COUNTY HEALTH DEFAR7t'-1EN7 AFFROVAL H.S. REFERENCE NO.: R-25-1248 124 165 UJIG 1"X TD I PAGE: 125 166 EXTEIML COMM (CMINESSOR MD/OR, FWPS) MNM BY OTIM fS 11441 SUF- FOLK COUI\.I-'['-'Y DEPARTI&6ENIT OF HEALTH, SERVICES e4l' P.000jj 0 AV% 0 167 AND IPJST BE V.L ikPIRRIM UNMY PROTECTED WDS v_%z% P-14 126 APPROVAL 01-- CONSTRUCTED krt.t0R10S FOR 127 cRin TBI TDI 168 ASINGLE FAF\fILY RESIDENCE rs128' 169 1 128 — — — — — — DATE: 08/05/24 2 OF 2 ftw 170 11/26/2024 R-23-1248 129 C MWIT OZEWD P", MAT TEMPERATURE RATING OF FIELD INSTALLED CONDUCTORS KET BE AT LEAST 140 DEG. F. Date_ H.S. Ref. No.- 130 171 (60 DEG. C. ). TERMINAL STRIPS AND GROUND LUG USE COPPER CONDUCTORS ONLY. 231 P 172 CENNECT GROUND LUG IN PANEL TO A SECURE EARTH GMD The sewaoln.- dissposal and vvpter supply Facilities 2t this location have been 173 DAS4ED LINES PEPRESENT FIELD VIRING 1� DA inspected and/or ce rtific-d by this Department or other 2gencie-s and found 132 FIELD VIR-ING SECTION 133 174 to be sptisfactory FOP-, A MAXIrAlUrA OF._,__6___..­..­ BBEDROOMS. M0 0 7405D A FUJIGLEAM 51NOLE LINE DIAORAM of: N CRAIG KNERPER, PE, CHIEF Sr-,ALE: NT5 Offloa of k'Vastemwater kfipmagemcnt 6�45 _W� 1q.28 _ SOUTHOLD_T_OWN TOM -20T-{;W) LOT SIZE/AREA IN ALLOWABLE TOTAL F w a m 20p00.0 S.F. 604.0 S.F. m w o EXCESS OF 20,000 6FA GFA z o w 3 p \ (C) LOTS CONTAINING UP 4,550 S.F. 5 TO 50,000 S.F. MAX. ..-I a QU 'A POI OL \ ALLOWABLE 5.F./PLUS o o w I 12.0' EQUIP. N Z F10% OF EXCESS LOT AREA 5,550.0 5.F. 60.4 S.F. 3,410A S.F. 2,160.'1 S.F. U a a T OVER 20,000 mo j o w EXIST.STONE 3 F m a B�DKEPATIO® \ ZONINO REGULATIONS.PINELL PROJE-GT /ZO,N_Ily6�AT-,4-- m=a.g 2 V o 4 N SOUTHOLD TOWN TAX MAP# 1000-114-1-5.1 a w Q xa4w 24S' ZONING DISTRICT R-40 NC I \ EXIST. FT OP05ED COMPLIES a o m o_ - EXISTINC I.G. POOL LOT AREA OS ACRES a w o w Qa IVX 40' MIN. FRONT YARD 40.0' 35.5' 32.3' NO ,o�o S=3 1 Gofo -ADDITION/ALTERATION 40564,6/2/2014 w¢-o ow0^wp I \ MIN.SIDE YARD 15.0' 30.6LIN ' 15A, YES a x m m ap GofO - IN-GROUND POOL 41545,6/11/2020 x~a o m _ y4pq-5EFBA6K - MIN. COMBINED z a w a o SA=REAR ` 35.0' 65.1' 41.2' YES z SIDE YARDS f W w G= VARIANCE APPROVAL PENDING o o w 3 4 \ MIN.REAR YARD 50.0' 117.5 105 5' YES o o I 1 - FEMA FLOOD ZONE X w w=z w Y N MAXIMUM HEIGHT 35.0' 21 24 YES SUFFOLK COUNTY HD APPROVAL PENDING a z o o Q ww im I Q �Q \ ' j pJ•ZUU[7 I�0 Q a wwaoa I N � O SITE LAYOUT NOTES: f O o m ou I. TH15 15 AN ARCHITECT'S 51TE PLAN a 15 DRAINAGE SYSTEM INSTALLATION NOTES: I I \3?' \'� SUBJECT TO VERIFICATION BY A LICENSED A MINIMUM OF 10'5EPARATION 15 REQUIRED BETWEEN DRYWELL5 3 SURVEYOR. THE INFORMATION WATER SERVICE LINE,UNDER6ROUND UTILITY LINES,SEPTIC REPRESENTED ON THI5 SITE PLAN 15 TO THE COMPONENTS,LEACHING FIELDS,5EWER COMPONENTS AND THE ^^,, Q EXIST. � ` ARCHITECT'S BEST OF KNOWLED5E. EDGE OF ALL FOUNDATION WALL5 L- A I N WELL �y A MINIMUM OF 5'SEPARATION 15 REQUIRED BETWEEN DRYWELLS S - m 1 2.5URVEY INFORMATION WA5 OBTAINED CONCRETE 5LA55 AND PROPERTY LINES D FROM A SURVEY DATED 06/24/2023 AND CONNECT ALL CUTTER LEADERS TO NEAREST DRYWELL 4-j PREPARED BY: 0 D 5CALICE LAND 5URVEYINC DRAINAGE 0ALaLAnl5N ^ MM W W I \ ,:W I SOUTH SAY AVENUE, '- 4-j POOL ENG GA ED 1 53gD42'00 15LIF N.Y. II-751 NEW IMPERVIOUS SURFACE + 1 FENCE W/GATE 20 0� TELEPHONE: (651)451 2400 AREA-PROPOSED DWELLING 1,521.0 S.F. ROOF U PR0STORY I PROPOSED I STORY /I \ � ARERAINFALL EVENT*SURFACE 304.E � PROP.)/��?/� STOOP ADDITION 1 DW 1 422 GU.FT.VOLUME PER FOOT -1,3 S.F. Q •U) I SPROP. - �y02 TORY �- _ �O.6 OF 5'm POOL /ADDITION `S 0, PROVIDE(2) 6'm X 4'DEEP DRYWELLS 0 33.4' 25.4' s.o' CCC / / �,�, % DRAINOULATa9N xx PROP. 2 STORY 8'6 P• ,� p NEW IMPERVIOUS SURFACE 452.0 S.F. - $ 2ND STORY p,R/q`%A ` AREA-PROPOSED GARAGE !u I I u_ - EXISTING \ p-p 1� 2" RAINFALL EVENT' SURFACE ADDITION 6 �° "13.4 O I STORY tti /m AREA 1 m 162 FRAME HOUSE N 8.6. 42.2 CU.FT.VOLUME PER FOOT 1 B \ _ 14.4' V OF 6'm POOL I.71 S.F. /r �y➢ \ PROVIDE (1)&0 X 2'DEEP DRYWELL dJ 5 PROP.51x'1' :r5AII 0,- STOOP \ _ 0 04 _ _ y iUt) BUILD 1 PROP.1 LOT GOYERAGE LLI ZO PROP.6'xl4' RNGII'ALAC� \ \ f-�- O } RELOCATED COVERED ING _ \ W POOL ENCLOSURE I p PORCH ` SOUTHOLD TOWN GO._E_280-- - H = z = w FENCE W/GATE I h 24' TREE 0 � Y ry O PROP.1 N ti \ DESCRIPTION(FOOTPRINT) AREA % LOT U V Q 1 N 3, � COVERAGE M : m \DW m X EXIST.RETAINING WALLS O Q J H - W 1 O TOTAL LOT AREA 20 604.0 S.F. O Y 0 cV 10o \ EXISTING HOUSE 410.4 S.F. 4.4% APPROXIMATE I6"TREE 5 9 , aE D:l z N AREA OF a a 9 t S rz d O` EXISTING I.G.POOL 640.0 S.F. 3.1% r ,r z ���a o .�'. O EXIST.SEPTIC PROP. IA OWT5 TO BE p EXISTING SHED 4T.2 S.F. 0.5% PLACED IN FRONT3o 'P� a 37:3p„1 YARD AS PER SCHD \ PROPOSED STOOP 40.0 S.F. 0.2% STANDARDS PROPOSED ADDITIONS �y "156.1 5.F. 5:7% -C ALTERATION c 17.., ,e,- -s,"p'::6 C PROPOSED COVERED PORCHES 156.1 S.F. 0.1% L 30 clj 1 .00 - PROPOSED GARAGE 432.0 S.F. 2.1% e 2 avo S T o TOTAL AREA OF ALL STRUCTURES 3013.E 5.F. 14.6% y�' 1 '��' ti PROPOSED 51 TE PLAN S 0 20.52' ,r4 ��. P t.., Pis D MAXIMUM LOT COVERAGE ALLOWED: 20% SCALE: 1" = 20'-0" W a OZNERAL SYMBOL KEY: zZQ ^ W J Y rm°'o EXI5TIN6 TO REMAIN r=' NEW Foo vxnoN WALL w 3 Pz�< NEW WOOD FRAME NNo� ' Zow- O 4 =J x U �UKaW oa >?�ma m�oa3� o=ig� Z U O Q w zF w N =aawx p LL Q K U a°LLa3 15' SIDE YARD W X NaxNa SETBACK oa=o¢m ¢room '70'-I I" z ZGWap '-7 8 2w3' ¢xrazz o W r O Z w V PROP. 0 z a ENTRY x w�J } STOOP _ O �ooacao PROPOSED i BEDROOM U _ 7C) I I or - � U PROP. I _ U m " CL. PROP. PROP. I .e.. 4--j f I { OFFICE i KITCHEN I PROP. + m I ' IF] m L— 0)_ EX15T. BASEMENT E ' Q Oi STAIR;PROP. 2ND InPANTR to � PROP. � BATH. PROP FL. STAIR - O CL. I I PROP. J FOYER PROP. Q O GREAT ROOM � PROP. FIREPLACE PROP. p PROPOSED O ENTRY COVERED STOOP , PORCH �� r m N 0 Lo Q im Z T-4 it TA 45'-4" 8_� YA FRONT 2 U) Z SETBACK = 0 H Y EXISTING Q J BATHROOM co O Q r 0 N `ape o PROPOSED FIRST FLOOR PLAN � . �� �°/1 & 10 ;r �-p `4er: J !— N S `y N � N L o a W a GENERAL SYMBOL KEY: 5Y R F-mw0 �✓QJI_4n 1_On EXISTN6 TO F2BMIJN NEW FOUNDATION WALL o�5 w 3 f U J�R NEW WOOD FRAME R<q t~l)Ixllp Z p W= J O y J a wOo3w ' � w Z-__--_�� I o= Z, EX15T. ; EX15T. _ zgo a BEDROOM BEDROOM J`�Ew� _a,Q W x I I I I I rII-r-rII amII I1F1I1F�I1II1-____aI I ZqO R Ha}uZ JRpwa ZEXIST. f o "a BASEMENT iL asw STAIR. -------- NoF------ - EX15T aom.-1 i i i W z<Z„ao EXIST. ENTRY I LIVING ROOM I �wK=� STOOP TO BE I ------------ F--- I o wO RW Z R}Z a --- I U REMOVED EXIST. no O p j f F I KITCHEN �-------------' I I w a o w¢ I i,iiii I i t �Ir,. 1 � i a xw�Ro ¢ w,naoa I _____J I I EXIST. WINDOWS EXIST. COVERED TO BE REMOVED _ EXIST. ENTRY PORCH TO BE STOOP TO BE ----------I_'_'_ REMOVED REMOVED 4-1 U PROPOSED FIRST FLOOR DEMOLITION PLAN 4-1 SCALE: 1/8'=I'-0" + I I � I I 15, SIDE I C) I YARD I C 5ETBAGK I G I I Q I I I I PROP. I I LINE OF FIRST L—— O BATH. FLOOR BELOW Lo p Q G) o PROP. I LV Z X BEDROOM N z N U T I I i I G w PROP. o 1 I cr BEDROOM ° N PROP. R HALLWAY I �D A o O 4of �j o _ a 40' FRONT g YARD 1 �' 1 M SETBACK I ` ro ' N ——————— 37405 PROP05ED SECOND FLOOR PLAN N a o i SCALE: I/8'= I'-0' W Q W Z N W .1 rwax m w O zrm3 55'-0" MAXIMUM HEIGHT �j yxjpw ZpW O O Z J= QQ�Vl \ z?�mwa woo3w mwag¢ r w O=Z J W ZOO Q Y1 - JQzFwu1 w p w o O W 0 \ i�z-3 J K O w Q oaF�cai w0. 0.O N O 2 OO awxQ F.i z Z Q W Q OLL � �zkzr a z¢o o a O g C w w x S s wIL a w:naoa � rooac0i lu Q W I� MEMO Flo M Wl,11; I W W EXISTING AVERAGE GRADE '~ + E LHI L LilL NORTH ELEVATION (FRONT) Q � SCALE: 1/81"= 1'-O" (D — - N _ ul) O W ZO mVA EX Z = Q Lu Y L H O OLL N J ® KA M. s d (� N , V % N WEST ELEVATION (RIGHT SIDE) OF t �° Q Z� W Y �wam mW0 2i FZF¢ m U Zp W~ O Z J x U QQ�t/l S U S Q W O uiJrQ \ N¢F Y w = ma o3w _ mFagw - 02zJ�i ZUa,O�UI x - N Q�O M. U LL S ZW�WQ oaF�cai _ Nao�ZWa ON oa=�mm FT ¢r om away i W Q W Q O U O W Z Z mS f.Q O ® o g a F w x az�cri cs wu ao 0 O it ®® f LLL CD 1 T .. : . .. .:........... : . U :..:..;. . EA5T ELEVATION (REAR) _ ! + SCALE: 1/5"_ V-O" U Q cn � p oU) o } H U Q J H CD O u. N J Q F- °;G�� D�i�c o F-9 ✓ n. � 4 16 SOUTH ELEVATION (LEFT SIDE) ��, SCALE: 1/8"= I'-O" �'� �3740�) V� r Lw-.- ®F NEB a W Q GENERAL 5YMB0L KEY: " z" EASTINO TO REMAIN I—==l NEA FOUNDATION WALL m z�N3 ozWa NEW WOOD FRAME N N O W dIV1A OZ Jx O Q ONW LL J W J ❑{y J F a mwagw o=zJ�,s Jz�o am in =aQwx °a°Wx z°LLZ3 J -OWa onW.F-.9 0 w[L-o3 p N OF a O 0�FO N � G.K ?W zawQo a S S F Q O LL W p q U C W F a O \ W zaoaa c g m w w= W U U K 10' ""a. o AGGE55ORY ' woKO �ooao 5ETSAUG 4--j _15'-0" MAX. AGGE55ORY HEIGHT C + PROP. L- 0) � I I/2" GAR n GARAGE Q w o z o�00000a o 00000000 °� ao�oo�ao � a EXISTING AVERAGE GRADE 0 LO CD PROPOSED DETACHED GARAGE PLAN PROP05ED GARAGE ELEVATION Z 0 SCALE. I/W_ I'-0° SGALP� I/8°= I'-0° O N >- F- a: z LLI Q J = O _ 0 N a N co,A cm c 0,3740cz �� o o a `Y41 L PLUM8ING UI1HS'I" y WATER LINES NEED AP RO EO AS NOTED CIA B.P.# 3 FEE BY: PLUMBER CERTIFICATION NOTIFY BUILDING DEPARTMENT AT ON LEAD-CONTEN.T,BtFOR 631-765-1802 8AM TO 4PM FOR THE CERTIFICATE OF'OCCUPAN FOLLOWING INSPECTIONS: i" - 1. FOUNDATION-TVUO REQUIRED SOLDER USED,IN-WA TER _ FOR POURED CONCRETE SUPPLVSYSTEWCANI40' 2. ROUGH-FRAMING&PLUMBING EXCEEDV0 Of 1 LEAr 3. INSULATION 4. FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ELECTRICAL ALL CONSTRUCTION SHALL MEET THE INSPECTION REQUIRED REQUIREMENTS OF THE CODES OF NEW YORK STATE NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTON ERRORS COMPLY WITH ALL CODES OF TRUSS PLACARDING REQUIRED NEW YORK STATE&TOWN CODES AS REQUIRED AND CONDITIONS OF ..._. SOUTHOLDTOWN ZBA 0 BOARD sDI.RIOT:OA06EED-WITH SEI OCDTOIIV�CTRUSTEES :�yf��MING UNTIL SUR E1� O.F;'FOUNDATION:;LAT�I , HAS BEEN-APPROV'ED:'',-A' sm Blower door OCCUPANCY OR and ductwork USE IS UNLAWFUL testing required. WITHOUT CERTIFICATi Must provide Manuals OF OCCUPANCY D, J and S as per NYS Energy Code RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. All exterior lighting installed,replaced or repaired shall conform to Chapter 172 Of the Town Code SITE PLAN HATCH KEY: DRAINAGE SYSTEM INSTALLATION NOTES: 6/I6/2o23 • A MINIMUM 10' SEPARATION 15 REQUIRED BETWEEN DRYWELL5 8 PROPOSED BUILDING ADDITION WATER SERVICE LINE, UNDERGROUND UTILITY LINES, SEPTIC COMPONENTS, LEACHING FIELDS, SEWER COMPONENTS, OTHER TEST HOLE DATA PORCH DRYWELL5, AND THE EDGE OF ALL FOUNDATION WALLS McDONALD GEOSERVIGES ® PROPOSED COVERED POR • A MINIMUM 5' SEPARATION 15 REQUIRED BETWEEN DRYWELL5 d PO BOX 1258 Q PROPERTY LINES SOUTHOLD, NY IIQ'il PROPOSED 2ND STORY • A MINIMUM 20' 5EPARATION I5 REQUIRED BETWEEN DRYWELL5 AND 631.765.36?7 A s � �; Lu BURIED PROPANE FUEL TANKS. ' W ca • CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL -� • SEE ALSO DETAIL II/A-402. EL=23.o NOTE: MIXED SAND 8 LOAM Q m N MAP DATA: MAP #: 36103G015�iH yp ~ a �r a SM BROWN SILTY ;,nrrt' •a`, "'� .'' \, ,.• ",`�� �•;; ""'' ,'kF', 'o" �Y fit.'' io `�;,°r' •'�`lpl$•.\F*}``#* O r- 1`AP DATE" OQ/25/200el 1%°� k '�' _ SAND �1't,!y`' :$ ° mob. *rat, a�+` R r s s -�?ti� APO- 1. µa :° yiO FLOOD ZONE: X tR' " ' m a~,. \ r^ s +ir SITE LAYOUT NOTES: 3.0' - TH15 IS AN ARCHITECT'S SITE PLAN 15 ► R " 5 Z 2. SITE PROTECTION/SILT FENCINGTO BE INSTALLED A5 REQUIRED BY THE TOWN OF SUBJECT TO VERIFICATION BY A LICENSED •� ` "% - -' ' I ' - SURVEYOR. THE INFORMATION , ": * �'`' ?' Nltv� n�' ,s�+3. .,`•G, ,wy:`r�-" •� 6„'Ms ft; '• "' O'p' ,,;" ?" +. '• x"` '• ;`•:, -7'ui •NI \ SOUTHOLD, HIS SITE PLAN 15 TO THE �' : ; �.. . " ' % � wc « :R.. f. . sREPRESENTED ON T ( �' " " `' " , ` �" � ;t ', ha r �, .so• j ' � R , 'H y,i�t�.• � t +fR�� � � G xARGHITEGT 5 BEST OF KNOWLEDGE. i 7'; �� � �+ ,� �' 5UBJEGT PROPERTY f +�.� • •e ^, ;t. ,. .j4bµxf.,:F...;p, : � _ �, O �+3. SURFACE WATERS OR WETLAND5 ARE - m ,tFF" a,' " ' .- ys.` ✓^"''.•aTrr»S.�,r,•.. ti i.�.'� ?'. i�'R? - '�t '+�'�°''«`d;i�",°.`+'•'.;`$` ; O O - CY LOCATED WITHIN 300 OF THE PROPERTY. r (1\� ,_ y `'tl A -'E' °7 T _ �'',^ i;e g - , " S SG..� �, 1q'...ri' ..+J`Y ,`f A,'l' Y'• v'3.'r .. �„ 4. ■ 2.5URVEY INFORMATION WAS OBTAINED * ,' �►, J �k p w`' 'a• - - .a; ,y1�,6 t � r.�.•p 'v "u�,y.$*i ,"y: g w., \s.._+, ,. .'t`�i,4'„'t. ,x.sd". tg ^,',e•-. �,,..'rth � fit _. '+t'lty �iy(- -� Q .aq ',� �, ,t .4$ ,E"-"°" 3• a t ..:sA;•3 $qy+: € .. \ 'l'.q t_, .;wtl�, "'4'", e.. -"'�:"cat': .Y .il ,`V 7{'i. .�••J N 'ku '^ D "'..z' et `*v r' �" 4 ,'4� t,. p, f h �`S�+j +:. �„c�+ Y s.t �. (B +J FROM A SURVEY DATED O6/2q/2023 AN ry 4. ELEVATIONS REFERENCE NAVD Ig813 '.�� � ,a � , L '.' O PREPARED BY: w,` S �� .s •� .`,,RY;,',,'era' :,'O,Yw,'•u.n,i"y 'TC `Th„ :1•�!�``y.','�"ayi4i'+1' Ham'" �,:. X'F,."i'}"�+7A ZM✓'` {1 J rH Q t- LL L O sa a'41[j't'-@ ., !'/y�ry t� 7r � t` F` �}�I,_P'^w'v.►&"a� ��L",� 1 n"L`.r:���' ,� «.. _.d�►^'W +:.-r"'::; (. r...t 't?.1.. 7"Fo.:�.:r l' ='P,.. �Ri+�`�•. ,., .�. ,.� , VISIBLE WELLS LOCATED WITHIN 150 .f +Iq n w• R .#'lam `v�b' .i^ a.,er .fi. ;� {w r'n„�. __ ..+.., 5. ANY mac_..r.. + +. a t �+ fi. '.M ✓f ... -y .+ > ' 7 SGALIGE LAND SURVEYING E:,;,� .=:��,j .�,• ,, ',.r ��•,,.� .,. ,. �, - .% ... "�,•*�,. '., �.+�::�'' `�r;�:�� �I �: :,� >" •,.�:_-. LINES ARE OF SUBJECT PROPERTYg a' I SOUTH BAY AVENUE F" ,, * # ` ': " : PALE BROWN FINE �.- „�. � "� ,o- >�r ,rr DEPICTED ON SITE PLAN. t �*' , :� ; - ISLIP N.Y. 11751 SP SAND ' . ,3' =+ y �+Tsx•k• '�►' TELEPHONE: (631) Q5-i 2400 6. SITE IS LOCATED WITHIN SUFFOLK COUNTY . i;,_ !+ yam•. , +- r MENT ZONE IV. '4R' . ,cam a y. .'' �*•".l 'Ea` `, +� '! j ,�,'. - . .. ._- - '►' w' ,. GROUNDWATER MANAGE � , t� ,�+ �.r�, ��, ;yt�,;, {� .• °/ �!'.�%•y:, ,..,, ._^yam-= -' .6 Y` t'�A►.., ,�.G'-, �y,�:y4 ,1 .,a ,l" °, .°y\"' ,�':7aF°:•" .e 1 `° p Q'# "P, .r' -",ts` w a _ _-- -9 - .---' �["" ,' ��'',.""�1 �« ,, ..•'l' ! " 4 '�•. �''!+. +. a. „-�" r I{�,�■r.l F'e.,ui �•ww, b ,+. d �,.�+lr� /y, `t-•..:,, #..fir", K ^rCi' ''' :s�.' '" 1 `ma. , _'wi•. ,'!Y,.•Yd, .'f IR# T. PROPOSED SEPTIC SYSTEM DESIGN INTENDS m p _ ;.:..:5 ,� •,r• "F, A, +y' '1 ^ P r"a! ti- :..,,' '• P. tom, e:� , P- wi ', �.J ._ -__- _._ ;i• i} TO AVOID THE REMOVAL OF ANY EXISTING 50UTHOLD TOWN GODS 280-207 (A)(I) '" �. =-' ., _ .: � •� . .,+, `,�0� I �, r �.y¢ �`f,^i,•. j � °� •' �*f�'oM.'i ''"a• e z` t'1t' •:��+�9., _ •t' "� �,�P I '. � 1 - ,1�., - _._._ -_ - �,+ry",-�..:.,�i- ,,,x''-t i ' � ,� � � -- �' ..x� :�. ,� lll��II �III 1 � _ k ��.� --- ,.__ °•, . TREES. THE PLACEMENT OF SYSTEM ,y _- _- _ --- , '`1" .5+� �` 'G...' `�. ' �v a.. r " .g "}-' y av, i .dIR ,....y :,. •',.+} 'Sm '9t' �• :` £,,.; ..'t= ;...y., . .,t -_ - _ .°.a.. F ,� ,.�`'r'."•-,{.! ';:"':-•K',� LOT SIZE AREA IN ALLOWABLE TOTAL .�, ., A,. ' � . �•, , ' �.,�-: - - - •, i_ -:--•4 COMPONENTS MAY BE ADJUSTED Pfi?OVIDED � �� ,� _ O S.F. O S.F. .�, ,+<,� ,,1>.,'a■ ,,r :ram s � a, ,•, %k, $ _,+, ,+. �'1' x. --•�«•,•� :. ;; ,,�C" •,�.a,r.k.• 20,000. bOa. �.• � ;.,_. +•�a;. •1►� '!�',kemi•.- •�t� ,�t �,-_,..�, .r. .k ,' .,� '.err„' ,�'r.'.a, ;,N�� ,,••�,.. ,R, .i• ..,.a',^.��� >•�* .x EXCESS OF 20,000 GFA GFA ■1 t;. ■ � 4 , �t' �'«,.': e a 4,; �a lTR ` x%. THAT ALL REQUIRED MINIMUM SETBACKS q ..t', i P,"�,`� 1 ')r';7' •-'41 rn'R1'�i., y,.. ..:•«L. ,"�' �a"t4r /� .y�� d '.-a�. ,p`�; •'s.� ,"F!•'�° ..# ''""'w� 'l�'.r.� � �, . .r-:� ■ �(.a.'Nwe,.- � Iy,''.,,. '$° � �B I�• f '"■R •'"^"a„•+. -.,-..a,tC�. t� .!X 47i'^ .k...;,.x.' } ,.xh.a;p'"' \y Y °M1 /Y�"+. � •,'T••^'-?� � -.-....._Y,�, T/ •� �••r.yri� ARE MAINTAINED. INSTALLER TO GC NTAGT I _ 4 350 S.F. :.� .• "'`k. ^,� c; ,t +�., 'ti �d ' :.s• (G) LOTS GON <« R ' 3., ' ARCHITECT IF RELOCATION O " MAX. .`'',�"' •: `� TO 30000 S.F. , �.., ,•.. "� ,.. . .,. ', �. ,' � ��` �,.. _. j 'Y. 4 I p%•r f •x TION OF COMPONENTS REQUIR REORIENTATION f + .'.. ,.� •� °'� 't-I.�=.•:� �'.^ �r� .4 4' A B E S.F. PLUS .•. «. : \ #.. n r m t. t , Q/ B' r a . W �� T„�' � ''fir 4 O.�i S.F. •P 3 I ^� 350.0 S.F. .r•A 3 bO.�i S.F. �• +�' ...-�. p/ EXCESS LOT ARE , �. ��'' y.' x _ O70 OF L I ,.` "'p 2 � h'" .Y p "9 COMMENTS: NO GROUNDWATER � ,, � a�• .-. S.F. , : •� `�' .� � ,' ,•'°e 1.s ' . OVER20, ENCOUNTERED ; , e .WWI - a .t�' . .•�e`."y .�. '�rx"a , ;. « ..., 9' ■ r Y yA ft +�!.sV t 4 ;�' i' _ 1 tr FIRST FLOOR GFA: 1651 S.F. Q� t,.r , �..: �: a.�r_R..... vR t �:h . . �i�fZ .>. s.,e�-H•. .e.t_<:,.. ;' -�- SECOND FLOOR GFA: 5-i"1 S.F. LOGAT I O I�l MAP U 'I C SCALE: NT5 ;a Q •- ii .28' FADE <E� : - 1 --� 1 . 1 5TORY ALTERATION. -0O I ,®® PROJECT LOCATION & SCOPE 1 EXIST. 1 2. 1 � 2 STORY ADID I TI ON. SITE PLAN & ZONING DATA SHED "DRY" EXIST. 5. 2N17 STOR`I' ADD I TI ON. POOL 4. I/A OIV�lTS. �S a 12.0' EQu1P. `n -®02■®0 GENERAL NOTES ° 5. GOVERED PORG�4 � STOOP. EXIST. STONE EL=26 STORM WATER MANAODMENT ENERGY TABLE BRICK PATIO 0 N EL.= 6,6' GRADE STRUCTURAL DESIGN CHARTS PRO,I �T DATA : -OO�,®0 HOLDOWN, ANCHOR BOLT, 211,5 / - --� \ \ I STRAPPING, & NAILING DETAILS / EXI5TING I.G. POOL PROJECT / ZONING DATA FASTENING SCHEDULE 16' x 40 \ TAX MAP # 1000-114-7-5.1 _ FRAMING GRAPHICS ZONING DISTRICT R-40 NG I _ _ _5O1-REAR YARD-SETBACK - - \ BEAM CONNECTION PATTERNS LOT AREA 0.5 ACRES FIREBLOCKING DETAILS / �, \ CofO - ADDITION / ALTERATION 40554, 8/2/201Q PROPOSED DEMOLITION PLANS �M \ GofO - IN-GROUND POOL 41545, e,111/2020 / GRANT FILE Q \\ VARIANCE APPROVAL #7483; II/17/23 EXIST. ` O FEMA FLOOD ZONE x A- 102,�,'r'� PROPOSED FOUNDATION PLAN R-23-1248 4 WELL � �� SUFFOLK COUNTY HD APPROVAL BEDROOM � IX EL.=26.5 < - 7� EL. .2' n w LINE OF MI S TBAGK FROM EXISTING - PROPOSED FIRST FLOOR PLAN 0 I � WELL (MIN. SETBACK TO I '1 HABITABLE � SPACE SANITARY LINES SPACE BASEMENT AREA 837.1 S.F. �u RELOCATED - 2 POOL ENCLOSURE � FIRST FLOOR AREA q 10.4 S.F. FENCE / GATE A- 104.00 PROPOSED SECOND FLOOR PLAN RELOCATED I \ PROPOSED \ \ / 26 5 20.05 AREA TOTALS 1,747.5 S.F. o a POOL ENCLOSURE �\ 4' x IO' \ 0� PROPOSED FENCE W/ GATE STOOP \� �� PROPOSED _ O HABITABLE \ PROP. 5 x7 '�, SPACE PROJECT: \ 7•2 / \ I STORY - 'i Oj COVERED EL.=26.5 ALTERATION / 6 / PROP• \ STOOP _ �O• BASEMENT AREA 120Q.7 S.F. I STORY ff ADDITION � �� - / - 2� ® O�J.00 PROPOSED ROOF PLAN WHITE ADDITION AG �.O `, f Z FIRST FLOOR AREA 1651 S.F. \� OIL ADDITION 33.4 23.a 5.0 �' SECOND FLOOR AREA 577 S.F. Xx dJ 8.6' oS�D C\d EXISTING pP N 'm PROP. 2 STORY N / - PR Rp`O� 10"' C3- ,0® PROPOSED EXTERIOR ELEVATIONS I STORY G� vR p ,� 2ND STORY � AND - p AREA TOTALS 3,437.7 S.F. ADDITION - FRAME HOUSE A�� �� 230 LESTERS ROAD w/ BASEMENT m L�GP` LOT COVERAGE 1814.4' F.F. EL.=28.a5' " // �,PP MATTITUCK, NY 11952 I�✓.3 _ (4 BEDRM. PROP.) o _q_ �� �Y 5OUTHOLD TOWN CODE 280-4 o��F��� s� LOT �-202.00 PROPOSED EXTERIOR ELEVATIONS _DRAWING TITLE: 2� EXIST. _ / p+�P�p`��{ DESCRIPTION (FOOTPRINT) '°`REP` COVERAGE - 24 RETA*INC, I - �_ �� �RNrW _ - 24 PROJECT LOCATION &SCOPE PROP. 8 xT�i WALLS' \ 40 FRONT �_ �: TOTAL LOT AREA 20,60ci.0 S.F. W \2 m -' COVERED ^ L3 \ i fi'RINGIP,qA RD SFTBgGK _ �� SITE PLAN & ZONING DATA �V fi'ORGH EXISTING HOUSE g10.4 S.F. 4.49b -�OI ,00 O I I BUILDING _ � BUILDING SECTIONS EXIST. SEPTIC 5Y5TEM EXISTING 1.6. POOL 640.0 S.F. 3.1% PRO f'� ` - I� , _ / Q - ' TO BE ABANDONED PER \D ,/ \ \ \ L---_-0 �(�SGDH5 5TANDAIRD5 /PROP\' EXISTING S-IED a1.2 S.F. 0.5% . / \�' a ( FRCF05ED STOOP 40.0 S.F. 0.23b PAGE. � \ � / 10 ''� DW / \25 \ PROPOSED ADDITION 4 A-40 1 .00 DESIGN DETAILS _ m w PROP. SANITARY SYSTEM - \� J - , ' ALTERATION 740.E S.F. 3.690 PER H.S. REFERENCE NO. _ - �Q ,� PROPOSED COVERED PORCH & • �\ - - / \ U-00imoo R-25-1245 \\ TEST / �� STOOP 150.0 S.F. OA �� ► - \ - 122 ` PROPOSED GARAGE 432.0 S.F. 2.1/o N5q°37'30 21 � ' - - - a - • - G A-402 .00 DESIGN DETAILS .. - _ s DATE: 01/17/24 1 OF 17 TOTAL AREA OF ALL STRUCTURES 3040.2 S.F. IF 14.8Y MAXIMUM LOT COVERAGE ALLOWED: 20% ZONING REGULATIONS DWELLING G souTHo D �ow CODE 280-4 ✓- I O I .00 PROPOSED STRUCTURAL PLANS D R E �0 L N �tE Aid /EXIST. - -�_ _ � �` 2-0.52' WELL _ EXIST. PROPOSED COMPLIES T 5 0 D \ cJ- I O2 .00 PROPOSED STRUCTURAL PLANS ` ;� 140 MIN. FRONT YARD 40.0 55.5 32.3 NO MIN. SIDE YARD 15.0' 30.5' 15A, YES SIDE YARDS COMBINED 55.0' 65.7' 41.2' YES 9r�OF 4��1�4 PLUMBING RISER DIAGRAMS '�I � o e io x eo 40 so SITE FLAN`L MIN. REAR YARD 50.0' II-r.5' 105.5' YES GAS RISER DIAGRAM ew�r+ic sc� i'•is' SCALE: 1" = 15'-0" MAXIMUM HEIGHT 55.0' 21 2Q YES CARPENTRY ABBRE Y I AT I O I�l J I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 8 BETTER (Fb = 875) UNLESS WOOD FRAMING MATERIAL STANDARDS FOUNDATION. CONCRETE, AND MASONRY NOTES 4 5FEG I i-I GAT 1 ONS OTHERWISE NOTED. THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT IT 15 THE CONTRACTOR'S RESPON51131LITY TO KEEP TH15 CONSTRUCTION DOCUMENT BINDER OF ANY MATERIAL oR METHOD OF CONSTRUCTION NOT SPEGIFIGALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE TOGETHER AT ALL TIMES. IT I5 AL50 THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, 2. ALL LUMBER IN CRAWL SPACES TO BE 18 ABOVE SCRATCH GOAT. MAINTAIN BD. BOARD „ PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF INSUL. INSULATION SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 8 MIN. FOUNDATION EXPOSURE. ,JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TE5TING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. f1 AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR BFE BASE FLOOD ELEVATION INT. INTERIOR Q GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED 501E I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. 51ZE OF SILL TO BE (2) 2 xb , UNLESS (1) 2 xb BLDO. BUILDING APPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT K KIPS (1000 LBS) (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD 3. 501L TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N. BM BEAM LL1 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGER5 BY "TEGO" OR COUNCIL'5 WOOD FRAME CONSTRUCTION MANUAL AND THIS P5 FORMAT, A5 MANU. SPEC.'S MANUFACTURERS SPECIFICATIONS ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL APPLICABLE AS A DERIVED WORK). 4. FOCTINC75 TO REST A MIN. OF 4'-O" BELOW GRADE, UNLE55 J ('7 STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. OTHERWISE NOTED B.O. BOTTOM OF MAX. MAXIMUM ._ I. IDENTIFICATION: ALL SOLID-SAWN LUMBER GLUED LAMINATED TIMBER < cu 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF 51ZE SHOWN ON DRAWINGS, U.O.N. BOT. BOTTOM MECH. MECHANICAL � 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODE5 FLOORS, ROOFS, AND WALLS. AND STRUCTURAL O O AND AUTHORITIES HAVING JURI5DICTION. PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, B.O.W. BOTTOM OF WALL MIN. MINIMUM O '- 6. DOUBLE ALL JOI5T5 UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS _ _ '" RULES SPECIFIED IN I.I THROUGH I.B. UNTIL I TIER OF FRAMING IS IN PLACE. - >: O 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U,p,N, G.J. 11 CEILING JOIST NAVD88 rNORTH AMERIGAN VERTICAL DATUM OF Ici88 1 z m O OF THE OWNER/BUILDER I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, '7. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. p O N Z O 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-I/2" SEARING COL. COLUMN NYC BG ] NEW YORK CITY BUILDING CODE i INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED 5. ANY OMISSIONS OR D15GREPANGIES OF PLANS AND/OR JOB CONDITIONS BY THE 6RADEMARK Of A LUMBER GRADING OR INSPECTION AGENCY 5. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC,. TO BE FILLED d •O � � SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFORE PROCEEDING 8. MIN. HEADER TO BE (2) 2 xl0 UNLE55 OTHERWISE NOTED. CONT. CONTINUOUS WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. I O.G. ON CENTER c V WITH THE WORK. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE C 0 00 4- N g. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE 6RADEMARK SHALL INCLUDE AN EA51LY DI5TINSUISHABLE MARK OR g. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 5-005. DBE. DOUBLE OGG. OCCUPANCY �� O O C9 6. NO DEVIATIONS OR GRANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE pT INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE 'O O m •'4 ' '"' UNLESS APPROVED BY THE ARCHITEGT/ENGINEER' REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-gg. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRE551VE STRENGTH AT 28 DFE DESIGN FLOOD ELEVATION O.H. OVERHANG }' 1 N Lo 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE __ 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE 5-003. GENERALLY, SHEATHING IS OF 1/2" THICKNESS ON WALLS AND DAYS OF 4,000 P.5.1., U.O.N. O 0 (ZS 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DIM. DIMENSION PBFE PRELIMINARY BASE FLOOD ELEVATION Q O n- BEFORE THE START OF FRAMING ROOF AND IS OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS THE PROVISIONS OF AN51/ALTG A I g0.1 STRUCTURAL GLUED LAMINATED 11. GONG. SLA55 TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH -- FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN TIMBERS. 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER D.J. DECK JOISTS P. GONG. POURED CONCRETE 5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. APPLICABLE. 1.5. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES U51NO PREFABRICATED 12. COPPER FLASH ALL JOINT5 WHERE SLAB ABUTS FRAMING. EA• EACH PL. PLATE g. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE 11. SUB FLOORING, GENERALLY, TO BE OF 3/4 THICKNESS AND OF ,DX GRADE. HOOP I-JOISTS SHALL MEET THE PROVISIONS OF A5TM V5055 NAILING AS PER FASTENING SCHEDULE ON PAGE 6-003 AND GLUED, U.O.N. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - ELEV. ELEVATION PLYWD. PLYWOOD 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, 7HI5 (1) WALL TIE PER (5) 50. FT. EQUIP. EQUIPMENT L APPROVED EQUAL. DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL P.T. PRESSURE TREATED REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, 1 A THESE LET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA EVALUATION REPORT. MAX. 32'-O" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. EXIST. - EXISTING REQ'D REQUIRED AND SHALL NOT BE ALTERED OR BE REPR.ODUGED WITHOUT WRITTEN 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1 D PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE 5EAM5 OF EXTERIOR 5HEATHING. 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. I EXT. EXTERIOR j Ri RI5ER 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 14. PROVIDE 'X' GROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS U51N6 STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVE FINISH GRADE. r l 1 RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 8'-O" AND AT EVERY 8'-O". A57M D5456 STANDARD SPECIFICATION FOR EVALUATION OF F.A.I. FRESH AIR INTAKE RM. ROOM V STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOGUMEN, THE I6. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES �AR FLOOR AREA RATIO R.R. �OOF RAFTER 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OGCUPAINGY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40°F AND FALLING, UNLESS APPROVED BY ARCHITECT/ENGINEER. NO SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. MM 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 5-004. F.A.V. FRESH AIR VENT STL. STEEL 4-) W TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES U51NG PREFABRICATED 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN CLASS AND LEAVE WORK NECESSARY. WOOD TRU55E5 SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE ARCHITECT/ ENGINEER. FF FINISHED FLOOR S.V. SMART VENT BROOM GLEAN. GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS FF ELEV. FIRST FLOOR ELEVATION �TBD TO BE DETERMINED 17. PROVIDE ALL NAILING AND STRAPPING ADDRE55ED ON PAGE5 6-005. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE I8. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND 15. THE CONTRACTOR SHALL CARRY WORiC.MAN'S COMPENSATION AND GENERAL CONNECTED WOOD TRUSS CONSTRUCTION, THE TRU55 DESIGN DRAWINGS, WHERE EVER APPLICABLE. LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES 18. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER GORE. OR THE MANUFACTURER'S GORE EVALUATION REPORT. F.J. FLOOR JOISTS TEMP GL. TEMPERED OLA55 AND ORDINANCES. GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB Ig. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A lb. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. FOUND FOUNDATION THK. LT�HICK FLOOR SHALL NEVER EXCEED A I6 SPAN. MEET THE PROVISIONS OF A5TM 056 SPECIFICATION FOR 6YP5UM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK _ Ib. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF WALLBOARD, A5TM G37 SPECIFICATION FOR 6YP5UM LATH, OR ASTM C7g CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORCING. FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION T.O.W. TOP OF WALL 1 Q THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER Ig. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING SPECIFICATION FOR GYPSUM 5HEATHING BOARD. COMPLETION OF PROJECT. AS PER PAGE G-003. 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED FR. FRAME Tr TREAD -�� 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, 20. "P.T." SPECIFIES PRESSURE PRE5ERVATIVELY TREATED LUMBER IN 1.7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL A5 IN SOLID d SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 8" ARGRITEGT/EN6INEER, AND THEIR AGENTS AND EMPLOYEES FROM AND ACCORDANCE w/ AWPA C22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD MEET THE PROVISIONS OF AN51/AHA A135.4 BASK HARDBOARD OF DEEP 4 V-O" BELOW GRADE. FRPR. FIREPROOF TYP. TYPICAL Q A6AIN5T ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER AN51/AHA AL35.6 HARDBOARD SIDING. tppmm ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD 6LA55 WINDOWS AND DOORS FTC. FOOTING U.O.N. 1UNLE55 OTHERWISE NOTED THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE L055 OR EXPENSE (A) I.8 STRUCTURAL PANELS: ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, I. ALL 6LA55 TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER GYP. BD. GYPSUM BOARD 1 VERT. VERTICAL MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS,FLASHING, ANCHOR BOLTS, I.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL MEN APPLICATIONS SHALL INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE 2. GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER �LD DOWN---- ITSELF INCLUDING THE L055 OR U5E RE5UL.TING THEREFROM). (3) I5 CAUSED IN ETC. FOR LOCATIONS 5UGH A5: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND CLEARANCES ARE PROVIDED. H.D. V.I.F. VERIFY IN FIELD WHOLE OR IN PART BY ANY NEGLIGENT ACTT OR OMISSION OF THE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY 3. ALL SLIDING 6LA55 DOOR5,SKYLIGHTS, AND ANY GLA55 UNIT INSTALLED HDR HEADER W/ WITH -_ _� < I EMPLOYED BY ANY OF THEM,OR ANYONE FOR WH05E ACTS ANY OF THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED 6LA55, BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A A. WEYERHAEU5ER TRU5 JOIST 2.OE MICROLLAM LVL WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE UNLESS OTHERWISE NOTED. f HNGR HANGER L�_v- ][WOOD PARTY INDEMNIFIED HEREUNDER. B. SEOR6IA PACIFIC 2.OE 6-P LAM LVL EVALUATION REPORTS. P5L (PARALLEL STRAND LUMBER) DENOTES: 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH NOR. HORIZONTAL ZR ZONING RESOLUTION 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING A. WEYERHAEUSER TRU5 J015T 2.2E PARALLAM P5L 1.8.2. ORIENTED-STRAND BOARD (055), WAFERBOARD ORIENTED-57RAND MANUFACTURER'S SPECIFICATIONS. BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING ALL TO BE INSTALLED AS PER MANU. SPEG.'s BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY T-IE CONTRACTOR THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY 5. ALL WINDOWS TO BE CAULKEM AND SEALED AS PER NEW YORK STATE TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, 5PEGIFICATIONS, 22. I-JOIST FLOOR SY5TEM5 SHALL BE IN ACCORDANCE WITH THE WOOD PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT ENERGY CONSERVATION CONSTRUCTION CODE. I I I I I I �/�APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR I I `� l�J� T I O I `L I�l �TR T I I R I I I `I T� AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S APPLICABLE CODE EVALUATION REPORTS. 6. PROVIDE FLASHING PANS UNDER ALL SLIDING GLASS DOORS, WINDOWS, OR AUTHORIZATION OF THE ARGHITECT/ENGINEEER, CODE EVALUATION REPORT. 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL ANY OTHER TYPE OF GLA55 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. Ig. THE CONTRACTOR SHALL BE RE5PON5113LE FOR ANY SHOP DRAWINGS 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL APPLICATIONS SHALL CONFORM TO ANSI A208.1 AND ANY 'i. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSION5 AND CONDITIONS NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE REOUIREMENT5 ASSET FORTH IN THE MANUFACTURER'S GORE SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. PROPOSED DESIGN CODE PRESCRIPTIVE VALUE � PERTAINING ARE TO BE FIELD VERIFIED. OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL EVALUATION REPORT. COMPONENT COMPLIES RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT 8. ALL GLASS IS TO BE FREE Cr SCRATCHES AND IMPERFECTIONS. 6LA55 VALUE G I TP�T I ON (PER 2020 NYSEGGG) 20. CONTRACTOR TO REMOVE $ RELOCATE AS REQUIRED ALL EXISTING WORK EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED 1.5.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE SHALL MEET THE PROVISIONS OF AN51/AHA AIg4.I CELLULOSIC HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. FIBERBOARD OR A5TM 0205 5TANDARD SPECIFICATION FOR g. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S CELLULOSIC FIBER INSULATING BOARD. ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE U-VALUE = 0.25 MAX. U-VALUE = 0.32 SPECIFICATIONS, UNLESS NOTED OTHERWISE. CONTRACTOR TO VERIFY THAT THE GHARACTERI5TIC5 OF THE WINDOW MATCH FENESTRATION U-VALUE MAX. AIR LEAKAGE = 0.50 GFM/SF YES 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE AIR LEAKAGE = 0.30 GFM/5F MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF 1.55. STRUCTURAL PANEL SIDING STRUCTURAL PANEL 51DINC USED IN THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE PER R402.4.5 8 TABLE R402.1.4 - CLIMATE ZONE 4 22. PROVIDE FIREBLOCKING AS PER NEW YORK ACCESSIBILITY STANDARDS. THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. CHARACTERISTICS ARE AS FOLLOWS,BUT NOT LIMITED TO: DESIGN PRESSURE, _ HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS 411 THICK SPRAY FOAM INSULATION 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AOAIN5T ANY OF THE HOLE SHALL NOT BE CLOSER THAN 516" TO THE EDGE OF THE STUD. (PS- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS. MIN. TABLER-VAL E = 4g CEILING R-VALUE (R-'7/INCH = R-28) W/ R-21 BATT PER TABLE R402.1.2 - CLIMATE ZONE 4 YE5 UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GR055-SECTION. REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION INSULATION COPYRIGHT PROTECTION ACT OF IggO (AWGPA), WHICH HAS SEVERE PENALTIES. REPORTS. 10. WINDOWS IN TUB/SHOWER ENGL05URES AND WITHIN STAIRWAYS SHALL BE 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM IS USED. THE TEMPERED GLASS. CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL EXTERIOR (2"xb") WOOD MIN. R-VALUE = 20 (CAVITY) GENERAL WIND PROTECTION CONNECTION NOTES: R-21 GATT INSULATION YES ADAPTED FROM STANDARD FOR HURRICANE RE51STANT RESIDENTIAL NOTES, AND TABLES ON PAGE 6-003 8 0-004. THE FASTENING SCHEDULE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.7. IL EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. FRAME WALL R-VALUE PER TABLE R402.1.2 - CLIMATE ZONE 4 CONSTRUCTION;557D 10-gg AND 2018 550 HIGH WIND EDITION WOOD FRAME SPECIFIES THE REQ'D NAILING FOR THE 5HEATHING (ANY NAILING GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE --- CONSTRUCTION SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 18.2.1 SQUARE AND MISSILE TEST OF A5TM EIgg6 AND A57M EI88(b AS MODIFIED BY 2020 NYS BG MIN R-VALUE = Ig � 1. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED HEX BOLTS AND 5GREW5 (INCH 5ERIE5). SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET FLOOR R-VALUE R-30 BATT INSULATION THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR PER TABLE R402.1.2 - CLIMATE ZONE 4 YES w FLOORS,STUDS AND ROOF FRAMING SHALL BE PROVIDED. 5HEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS $ MANU. SPEG.'s). HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. 2.2.2. LAO SCREWS: LAG SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ AN51/7>A5MA 115. _ n 2. APPROVED CONNECTORS,ANCHORS AND OTHER FA5TENING DEVICES NOT A5ME BI8.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). COMPLIANCE STATEMENT: 0 12. AS AN ALTERNATIVE TO NOTE #11 ABOVE, WOOD STRUCTURAL PANELS WITH TO THE BEST Cr- MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL 26. COLUMN BEARING A5 FOLLOWS: v BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. WOOD POSTING TO BE BLOCKED 50LIP To FOUND. WALL w/END GRAIN, 2.2.5. TRUSS METAL CONNECTOR PLATES: TRU55 METAL CONNECTOR PLATES A THIGKNE55 OF NOT LESS THAN AND A SPAN OF NOT MORE THAN e, SHALL COMPLIANCE WITH THE 2020 NY5 ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4 [RE]. TREATED WOOD $ FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED WALL w/STEEL SHIMS $ A MIN. 5/4" OF NON-SHRINK GROUT. STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, ATTACHED TO THE FRAMING SURZOUNDING THE OPENING. PANELS SHALL BE m DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL SECURE w/ (2) 1/2" 4" ANCHOR BOLTS (4" LONG EXPANSION 5OLT5 ® THE 60VERNINC BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS AREAS SHALL BE 5TAINLE55 STEEL OR HOT DIPPED GALVANIZED. EXIST. WALLS $ 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED � 5HEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U R USE GAGE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, ON THE BUILDING. a PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS HOWEVER, WREN COLUMN OR POSTING IS PART OF THE LOAD PAIR FOR USE GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL TABLE R301.1 AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY PLUMBING CLIMATIC $ OEOORAPHIC DESIGN GRITE'RIA STANDARD 5HEARWALL HARDWARE (w/ NOTED VALUES) 4 ANCHOR BOLTS, ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND \/ENT (DWV) ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS PROJECT: 5. RIDGE STRAPS SHALL BE ATTACHED 1-0 EACH PAIR OF OPPOSING U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8" LONG GORE EVALUATION REPORTS. SYSTEMS TO NYE, PLUMBING GOD= AND NYS DEG REGULATIONS. RAFTERS EXCEPT WHERE COLLAR TIES OF I"x(o" OR 2"x4" LUMBER IS w/ b" RISE 3 w/(2) 514"4) BOLTS THROUGH CENTER LINE OF VERTICAL LE05 GROUND SNOW LOAD 25 LB5 LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF SET 6" DIST.,U.D.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 0-005. 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. RAFTERS. ASPHALT ROOFING SHINGLES SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. 5TRUGTURAL MEMBER ALLOWABLE WHITE I. ALL SLOPED ROOFING 5HIN5LE5 SHALL BE GAF-GLA55-A ASPHALT ROOFING 3. ALL WATER PIPING TO HAVE CLEAN OUTS AT ALL CHANGES IN DIRECTION DEFLECTION BASIC WIND SPEED 130 MPH 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER SEARING. 5HINGLE5 OR APPROVED EQUAL. 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES AND AT BASE OF VERTICAL WASTE PIPES. ADDITION SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE RAFTERS HAVING SLOPES GREATER THEN 5/12 EXPOSURE CATEGORY B 7. FLOOR TO FLOOR HOLD-DOWN5 TO BE PROVIDED EVERY 48" AND EVERY 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER L/IBO W/ NO FINISHED CEILING ATTACHED TO RAFTERS 16' WITHIN 4' OF EXTERIOR CORNERS. NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE MANUFACTURER'S CODE EVALUATION REPORTS. FOOT. SEISMIC DESIGN CATEGORY B AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED LINE. $ 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. 2.2.7. SCREWS: SCREWS SHALL COMPLY WITH AN5I/A5ME B 15.6.1 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLESS OTHERWI5E NOTED: INTERIOR WALLS a PARTITIONS HA50 TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER WOODSCREW5 (INCH SERIES). - V15H WASHER.........................................2" WEATHERING SEVERE 230 LESTERS ROAD OF J" AND 3"x3"xj" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 3. PROVIDE FLA5HIN6, NECESSARY FOR WATER TIGHT AND WEATHERPROOF - KITCHEN SINK........................................2" PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR CONSTRUCTION. - LAVATORY...............................................2" FLOORS a PLASTERED CEILINGS 1_/360 FR05T LINE DEPTH 3'-O" MATTITUCK NY 11952 BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7" IN CONGRETE/MA50NRY MECHANICAL CONNECTIONS: - SHOWER/TUB................. 2"........................ FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12' OR GORNER5 4. ROOI NO 15 T I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE - LAUNDRY ..................... 2" ALL OTHER STRUCTURAL MEMBERS L/240 TERMITE MODERATE TO HEAVY 4. ROOFING IS TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S - TOILET............................. AND AT SPACING NOT EXCEEDING 4 ON CENTER. """""""""""""' SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. FLOOR DRAIN.........................................5" EXTERIOR WALL5 J^I/ PLASTER OR STUCCO FINISH H/360 DRAWING TITLE: 5. NAILING OF ROOFING SHALL BE TO GORE. ICE BARRIER REQUIRED YE5 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED b. ALL 5Y5TEM5 TO HAVE ONE 5' MAIN VENT STACK AND INCREASED TO 4" 11 11 I GENERAL NOTES CODES AND REFERENCE STANDARD: 6. CORROSION RESISTANT 11 SAGE ROOFING NAILS AND 16 GAGE STAPLES ARE BY "SIMPSON" MANUFACTURER. THROUGH ROOF. EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES V.240 I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK PERMITTED ENERGY TABLE STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL 1GODE, 2020 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES 7. PROVIDE FROST-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN E EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK -7. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL DRAIN GOCK5 AS REOV. H05E E155 SHALL BE PROVIDED WITH BAGKFLOW STRUCTURAL DESIGN CHARTS STATE ENERGY CONSERVATION CONSTRUCTION GORE. 2:12 PITCHES TO 4:12 PITCHES LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY PROTECTION. 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF es. VALUES ARE LE55 THAN WHAT 15 SPECIFIED BY "SIMPSON". ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RE515TANCE OF 8. WASTE FROM CLOTHES WA5HEZ5 AND LAUNDRY TUB5 ARE TO BE PROVIDED WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2015 WOOD FRAME THE SEALANT TO UPLIFT FORGES USING A5TM D 6551. 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED WITH BACK FLOW PROTECTION. CONSTRUCTION MANUAL BY THE AMERIGAN FOREST $ PAPER A550CIATION MECHANICAL, FUEL GAS: STRUCTURAL DESIGN LOADS PAGE: (AFWA) AMERIGAN WOOD COUNCIL (ANC). 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER g. THE WATER SUPPLY AND 5AN17ARY SYSTEM SHALL COMPLY WITH LOCAL 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE I. MECHANICAL AND FUEL SAS SY5TEM5 SHALL COMPLY w/THE MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. HEALTH DEPARTMENT 57ANDARD5 AND REGULATION5. NY5 MECHANICAL CODE AND FUEL GAS CODE USE IELIVE LOAD DEAD LOADPLUMBING GORE. 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER 10. APPROVAL AND INSPECTION IS REQUIRED BY LOCAL JURISDICTION PRIOR G� 4,-ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE 2• ALL MECHANICAL SYSTEMS APPLIANCES, 4 EQUIPMENT SHALL BE LISTED, SPECIFICATIONS OF THE PRODUCT BEING INSTALLED TO CONGEALMENT OF PLUMBING. ■ 001 MECHANICAL CODE AND 2020 NEW YORK STATE FUEL GAS GORE. LABELED, d INSTALLED IN ACCORDANCE w/ MANUFACTURER'S SPEC.'S E CODE. EXTERIOR BALCONIES 40 psf 15 psf 7 E3 . VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY II. NOTGRIN6 AND 0RING OF STIRS, JOISTS, RAFTERS A5 PER BUILDING CODE. 3. ALL FUEL 6A5 SPACE HEATING APPLIANCES IN RESIDENTIAL BUILDIN65 ARCHITECT NO NOTCHING AND BORING OF 5-RUGTURAL MEMBERS SHALL BE PERMITTED 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC DECKS 40 psf 15 psf i SHALL BE EQUIPPED w/ FLAME SAFEGUARD DEVICE WHICH SHUTS OFF THE FUEL NOR ANY POTENTIAL DAMAGE THEREOF. C7DE, NFPA 70 AND 2020 NEW YORK STATE ENERGY CONSERVATION SUPPLY TO THE BURNER WHEN THE FLAME OR PILOT LIGHT 15 EXTINOUI5HED. 5. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM DATE: 01/17/24 2 OF 17 CONSTRUCTION CODE. HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED 12. PER NYS PG 425.4,A 4"x3" CLOSET BEND SHALL BE AN ACCEPTABLE PASSENGER VEHICLE SARAOE5 50 psf AS PER PLAN 4. SUPPLY $ RETURN DUCTS OR PORTIONS THEREOF NOT LOCATED BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. WATER CL05ET CONNECTION. WHERE A 3" BEND 15 UTILIZED, A 4"x3" FLANGE GYPSUM WALL BOARD COMPLETELY INSIDE THE SUILDINC THERMAL ENVELOPE SHALL BE INSULATED SHALL BE INSTALLED TO RECEIVE THE FIXTURE HORN. ATTICS WITHOUT STORAGE (MAX CLEAR HOT < 42") 10 psf 15 psf I. 6YP5UM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT( AND JOINT TO AN R-VALUE OF AT LEAST (NYS EGG R403.3): INSULATION I. ALL EXTERIOR WALL5 AND ROOFS SHALL BE INSULATED WITH FOIL FACED ELECTRICAL: COMPOUND METHOD. DUCTS 3"O S GREATER, LOCATED IN ATTIC: R-8 FIBERGLASS BATT INSULATION BY JORN MANVILLE OR APPROVED EQUAL. I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf IS psf 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILING, UNLE55 DUCTS UNDER 3"�, LOCATED IN ATTIC: R-b FOIL TO BE PLACED TOWARD WARM SIDE. TO 2017 NATIONAL ELECTRIC CODE, NFPA 70 AND 2020 NEW YORK STATE r 'N n^ OTHERWISE NOTED. WATER RESISTANT (W.R.) AT BATHROOMS AND WHERE DUCTS UNDER 3"�, OTHER PORTIONS OF BUILDING: R-4.2 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION DUCTS 3"O b GREATER, OTHER PORTION OF BUILDING: R-6 ENERGY CONSERVATION CONSTRUCTION CODE. ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf ,�'+�RE RR�+ DEEMED APPLICABLE. 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITER5 CERTIFICATE UPON II I ja /J► SITE WORK WALL5 FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY COMPLETION OF WORK. SLEEPING ROOMS 30 sf 15 psf U O 0- 3. 5/8" D, ONE HOUR RATED, TYPE 'X' GYPSUM BOAR ON CEILING W AND WALLS I' OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE p p (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR FOUNDATION WATERPROOFING. 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: r IN EACH DIRECTION BEYOND THE UNIT(5). ALSO AT HEAT PRODUCING - GENERALLY,VERIFY OR PROVIDE HARD WIRED STAIRS 40 psf 15 psf $ e. -� p 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE 15 A DISCREPANCY, &. EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: �' * RECEIVE CLARIFICATION FROM ARGHITEGT/ENGINEER PRIOR TO PROCEEDING. SMOKE DETECTORS w/BATTERY BACK-UP IN: - g R-30 FOR FLAT CEILINGS CONCRETE PANELS Of 5/5" THICKNESS MINIMUM. GUARDRAILS AND HANDRAILS 200 psf 15 psf f - 5.25" R-500 FOR VAULTED AND CATHEDRAL GEILIN65 P p 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE STOC3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. - 5.5" R-15 FOR 2"x4" HALL CONSTRUCTION A. EACH SLEEPING ROOM N� �'� TAPED AND RECEIVE THREE COATS OF JOINT COMPOUND. ALLOW 24 HOURS SITE.KSTOCKPFILE LEOALL EXCAVATED MATERIL OBTAINED FROM IALS. DRIVEWAY AND BUILDING - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION B. OUTSIDE OF EACH 5EPARATE 5LEEPING 9� TO DRY BETWEEN GOATS. FINAL GOAT TO BE 5ANDED SMOOTH. - 5.25 R-21 FOR FLOORS AREA IN THE IMMEDIATE 1/10INITY OF ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 psf �Q�NE`� 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE THE BEDROOMS (GENERALLY THE HALLWAY) METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT I5 UNSUITABLE . OPENINGS. FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. C. EVERY LEVEL OF DWELLING *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH (BASEMENT,FIRST FLOOR; $ SECOND FLOOR, ETC) ASCE 7-16 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) �7EN GYPSUM BOARD AS, PER FASTEENING SCHEDULE ON PAGE G-003. 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. HOLDONN DETAILS T`I f= GAL NA I L I NO/STRAFF I NO REOU REMEENTS FOR FASTENIN SCHEDULE A ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER UFL I FTC SMEAR, 4 LATERAL KIND RES I STAI (f E NOTE: THIS 50HEDULE DOES NOT INCLUDE NAILINO FOR METAL FRAMING STRAPS SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED SEE PAGE 5-003 FOR STRAPPING AND NAILING REQUIREMENTS, �- AND ROUGH OPENING FRAMING REQUIREMENTS) Q "ALL STRAPPING TO BE 4"x 20 GAUG E** -- "S I MPSON" EQUIVALENT - G520 (COILED STRAP) ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE � w *USE IOCI NAILS IF STRAPPING 15 OVER PLYWOOD; TYP. FOR ALL (50HEDULE AS PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) J co ' HOLDOWN 'B' DESCRIPTIONASTENER Q +� N HOLDOWN CONNECTION FAN QUANTIITY FSPAG NGR — 1�AILINO OR D 0� c LO FOR NEW 3 EXIST. ROOF I$ CEILIN FRAMIN o FOUNDATIONS AT RAFTER TO RIDGE �ry = O CONNECTION: 1.DIM's ARE ALL MIN.a's BASED ON USE OF ONLY A 16d �- „.„~••„~... -- 2 COMMON NAIL w/o PREBORED HOLES. EhIDWALL ENDWALL RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 0-005 PER RAFTER 0 N z O (3) 2x FULL --^ „ �ry 2.WOOD 15 A55UMED TO BE D,F,s2 3 BTR. IN DRY USE 1 (3) 2x FULL CORNER STUD FOR STRAP - 5 5 d* COMMON R.R. " SERVICE 0- Ln HEIGHT STUD HEIGHT STUD ONNECTED TO ,,�"'"~ ""„ 2 ti CEILING J015T TO TOP PLATE (TOE-NAIL) SEE PAGE G-005 PER JOIST � '— CORNES, 5TUD TRANSFER SHEAR NAILS ® EA. END OF STRAP. CC L) S.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL G CONNECTED TO � X N �ry • (EVIDENT DURING INITIAL INSTALLATION) PREBORE THE NAIL GEILIN6 JOIST TO PARALLEL RAFTER (PAGE-NAIL) SEE PAGE G-003 EACH LAP O }� TRANSFER SHEAR SIMPSON HDQS FOR ROOF SLOPES UNDER 5:12 WITH HOLES,SET NEW MEMBER. C9 HOLDOWN ANCHOR ® 2-Ibd COMMON ROOF SPANS OF 24' OR GREATER, • • • • • • � O m •. '- 2-led COMMON LOCATIONS NOTED NAILS ® 6 O.G. USE 4 8 d COMMON NAILS ® EA. 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED N Ln NAILS ® 6" O.G. d ON PLANS IO" O.G. IF BLOCKED ", ;�.„.• 'f • GEILIN6 JOIST LAPS OVER PARTITIONS (PAGE-NAIL) -I6d COMMON EACH LAP O O O" D.G. IF BLOCKED CORNER POST », r END OF STRAP. C. S .2• • • 5.SEE SECTION 6 FOR ANY REQ'T TO CLINCH THE NAILS(TO Q a O TIGHTLY BOND THE END OF THE NAIL TO A q0° ANGLE SEE CORNER P05T COLLAR TIE TO RAFTER (FACE-NAIL) - 6RAPHIG BELOW) ( AIL) SEE PAGE G 003 PER TIE » »•» THE ABOVE A55UMES A RAFTER 1151MP50N" HD05 SPACING OF 16" O.G.; FOR SPACINGS 6.DIMENSIONS ARE DERIVED FROM THE NMS COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-5d COMMON EACH END HOLDOWN ANCHOR LOCATIONS NOTED ° OF 24" OG., INCREASE NAILING BY A SECTION 12.4-PLACEMENT OF NAILS 3 SPIKES e TABLE . GR 4-I. n ° FACTOR OF 1.5. ON PLANS RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END W° a CONNECTION BI 1$ 52 AT RAFTER TO TOP PLATE TO STUD WALL FRAMING CONNECTION: -•'"'„ � s HOEDOWN INSTALLATION OPTIONS: .�""•� 1:4 BZ TOP PLATE TO TOP PLATE (PAGE-NAIL) 2-I6d COMMON I PER FOOT FOR NEW P. GONG. FOUND.'s ~` ° ° FOR STRAP - 5 8 d* COMMON NAILS ® EA. -'"-�- _ HOLDOWN CAST IN PLACE w/7/8"4> THREADED ROD .''" • • • END OF STRAP. U FOR EXIST P GONG OR NEWLY GURRED FOUND.'s „ WHEN IN TOWN OF ISLIP OR NAILING • • TOP PLATES AT INTERSECTIONS (PAGE-NAIL) 4-Ibd COMMON JOISTS - EA. SIDE ■ 7/5"cD THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO ` • • NOTE GEOMETRY EXCEEDS THAT PERMITTED IN I • • CONCRETE w/ "51MP5ON" SET(HIGH STRENGTH EPDXY B • • MAX. NAILING GRID ABOVE UTILIZE _ • • STUD TO STUD (PAGE-NAIL) 2-I6d COMMON 24" O.G. m � SIMPSON #H2A (OR EQUAL) RAFTER TIE � e ■ ADHESIVE), B FOR TEMP.'S O°F-4 VE USE "SIMPSON" AT HEADER TO HEADER (FACE-NAIL) Ibd COMMON 16" O.G. ALONG EDGES • (HIGH STRENGTH ACRYLIC ADHESIVE) »""'-.» • FOR TOENAILIN& - 5 8 d COMMON NAILS FOR ILL /NEW C.M.U. (GONG. BLOCK) » • FOR G.J. TO R.R. - q 16 d COMMON NAILS " » FILL TOP 2 COURSES SOLID CAST IN PLACE HOEDOWN USE SAME „ •` TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD w/7/5 O THREADED ROD CONNECTION " REQUIREMENTS FOR » �» •»»�-'�""'»»»•--•». ' BOTTOM PLATE TO FLOOR JOIST, BAND JOIST r l 2-I6d COMMON 'S PER FOOT RAISED C.J.'s(VWHEN AT G.J. TO G.J. CONNECTION: ENDJOIST,or BLOCKING (FACE-NAIL) V APPLICABLE) FOR EA, PLATE TO STUD ABOVE 8 OR BELOW HOLDOWN 'r-,,' HOLDOWN 'F,)' 2 16 d COMMON NAILS FOR G.J. TO G.J. - a 16 d COMMON NAILS FLOOR FRAMING V J FOR NEW � EXIST. FOR NEWLY POURED CONNECTION GI G2 JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-5d COMMON PER JOIST n , FOUNDATIONS FOUNDATION ® ONE 5TORY ONLY • W (3) 2x FULL" ENDWALL BRIDGING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END Q HEIGHT STUD CORNER STUD BLOCKING TO J015T (TOE-NAIL) 2-5d COMMON EACH END CONNECTED AT STUD TO FLOOR ASSEMBLY "51MPSON" HDOB (5) 2x FULL " ..„ '�y '"'" G2 •••••••-•••••••••"•"-" TO STUD CONNECTION: HOLDOWN ANCHOR ® TRANSFER SHEAR 2-I6d COMMON HEIGHT 5TUD BLOCKING TO SILL or 3-I6d COMMON EACH BLOCK LOCATIONS NOTED NAILS ® 6" O.G. 4 �" „•- ''" ° TOP PLATE (TOE-NAIL) ON PLANS 10" O.G. IF BLOCKED rJ Itt, FOR STRAP - 5 8 d* COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 5-I6d COMMON EACH JOIST CORNER POST ° NAILS ® EA. END OF STRAP I FOR EA. PLATE TO STUD ABOVE OR JOIST ON LEDGER TO BEAM (TOE-NAIL) 5-5d COMMON PER JOIST � i 2-I66 CC WCN \» BELOW - 2 I6 d COMMON NAILS BAND JOIST TO JOIST (END-NAIL) 5-I6d COMMON PER JOIST NAILS ® " 0. . l »• "'""""""""' "" ».. BAND JOIST To SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT • ROOF SHEATHING STRUCTURAL PANELS: INTERIOR ZONE 8d COMMON 6" EDGE / 12" FIELD a 'SIMPSON" ST P14RJ CONNECTION DI s D2 SOLID KING PERIMETER EDGE ZONE ° 5d COMMON b" EDGE / b" FIELD HOEDOWN INSTALLATION OPTION ): ® EA.BAY GABLE ENDWA'..1.. RAKE OR RAKE TRUSS w/ ad COMMON 4" O.G, UP TO 9" RAKE OVERHANG FOR NEW P. GONG. FOUND.'s HOEDOWN CAST IN PLACE THREADED ROD AT STUD TO FLOOR ASSEMBLY TO SILL GE I L I NC SHEATH I NCO FOR EXIST. P. GONG, OR NEWLY CURRIED FOUND.'s • 7/5"(P THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PLATE(S) CONNECTION: D2 1/ROMIN. """"""""....... GYPSUM WALLBOARD 5d COOLERS '1" EDGE / 10" FIELD CONCRETE w/ "SIMP50hl" SET (HIGH STRENGTH EPDXY �, I ADHESIVE), # FOR TEMP.'s O°F-40°F USE "SIMPSON" AT CORNER 11 FOR STRAP - 5 8 d* COMMON NAILS ® EA. (HIGH STRENGTH ACRYLIC ADHESIVE) ONE #4 REBAR SPECIFIED ON D ° END OF STRAP (WRAP STRAP UNDER SILL PL.) h WALL SHEATHING FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TYP. FOUND. NOTE `ti • FILL TOP 2 COURSES SOLID b CAST IN PLACE HOLDOWN o ° FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - _ w/W O THREADED ROD y 2 16 d COMMON NAILS h STRUCTURAL PANELS 8d COMMON 6" EDGE / 12" FIELD ALTERNATE CONFIGURATION - ABOVE STUD TO GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD N FLOOR CONNECTION w/ # LPT4 SIMPSON (OR P.STRAP w/0) Z / EQUAL) PLATFORM TO SILL PLATES W -- - »"`"" ed NAILS® EA.END NA L I N(O STRAFF I N @ I D®W/D®OR AD R STANDARD/ALTERNATE OF EA.STRAP TO FLOOR SHEATHING (SUBFLOOR) 2 EA.JOIST-(FOR ALTERNATE USE SIMPSON H2.5A) U NOTATION: STRUCTURAL PANELS: A - NUMBER OF 5d NAILS ® EA. END OF STRAPPING (2015 WFGM,TABLE 5.7,P. 15a);WHEN STRAPPING CONNECTION E I" or LE55: 8d COMMON b" EDGE / 12" FIELD REQUIRES OVER 14 NAILS,USE 51MP50N G516 5TRAPPING (OR EQUAL). ��- • GREATER THAN I": IOd COMMON 6" EDGE / 12" FIELD B - NUMBER OF SILL STUDS-ON FLAT (DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 5.255,P. 2c l) „-„"»„ • _ G - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER (2015 WFGM,TABLE 5.250, P. 292; • ALTERNATE AS PER TABLE 5.25D,P. 293) NAILING REQUIREMENTS ARE 5A5ED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL ED+GE. w A D D - NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. SIDE - AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. Q (2018 WFGM, TABLE 3.7,P. 18q) PLATE(5) GONNEGTI ON FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIr, f;z G E (2-PLY) - NUMBER OF JACK STUDS ® EA. END OF 2-PLY HEADER(2015 WFGM, TABLE 5.22F,P. 255) ° ° ° ° ° ° SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR E(5-PLY) - NUMBER OF JACK STUDS® EA. END OF 5-PLY HEADER(2015 WFGM,TABLE 5.22F,P. 255) ° ° ° °° ° ° SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: F- NUMBER OF I6d NAILS, END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILLS) ® EA. SIDE ° 2 - WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF �° ° ° ° ° ° °° FOR STRAP - 5 8 d* COMMON NAILS ® EA. NAILS SHALL BE PERMITTED To BE REDUCED TO I-I6D NAIL PER FOOT. » "»' 3 - FOR ROOF 5HEA7HINO WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON !EACH E (DOES NOT APPLY TO DOORS) (2018 WFGM, TABLE 3.5,P. 141) WHITE .•»» END OF STRAP (WRAP STRAP UNDER SILL PL.) SIDE OF THE ROCF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE FASTENIN SCHEDULE B »"~�». °° °° ° 9" USED. r F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS ° FOR EA. PLATE TO STUD ABOVE $ OR BELOW - ADDITION (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION) »�»" » »a 2 16 d COMMON NAILS A MAX NOTATION E E S I GNAO E FOR TRUSS TYPE, PRE-ENGINEERED ROUGH A B G D (2-PLY (3-PLY F WOOD, AND/OR TIMBER CONSTRUCTION OPENING HDW HDR) THE FOLLOWING 516NAGE SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHED 230 LESTERS ROAD 2'-O" 5 I I 2 I I 2 TO THE EXTERIOR OF STRUCTURE OR AFFIXED TO THE EXTERIOR WALL OF THE MATTITUCK, NY 11952 RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX OR 4'-0" 5 I 2 3 2 2 3 SQL I G NO OF TOFLAT GABLE ENDWALL A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE BRACING/STRAPPING AUTHORITY HAVING JURISDICTION: DRAWING TITLE: * - PROVIDE (2) 2"xlO" HDR (MIN.) U.O.N. 6'-0" 7 I 5 4 5 2 4 FOR RAKES 12"OR HOLDOWN ANCHOR BOLT TOP PLATE 5LOGKIN6 2 LESS PROVIDE SPLICE -� TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAY5 BACK ® �To LOCKIN6. 12"O.G. CONSTRUCTION TYPE DESIGNATION SHALL STRAPPING & NAILING DETAILS LENGTH I 4'-O" O.G. AGHEIVE RAKE O.H. BE "I", "11 "111", "IV", OR "V" TO INDICATE FOR WIND - EXPOSURES B8G - FOR WIND - EXPOSURES B4G - lo'-O" II 2 4 6 4 5 6 ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF THE CONSTRUCTION CLASSIFICATION OF FASTENING SCHEDULE t u H \ li THE STRUCTURE UNDER SECTION 602 OF 12'-O" 15 2 5 8 5 5 8 BUILDING MINIMUM SPLICE 1A,4 BUILDING MINIMUM SPLICE 1,2" THE NY5 BC. DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) TYP. STRAP w/(5) PAGE: 5d NAILS EEAENND DESIGNATION FOR STRUCTURAL 12-0 2-o /2-6 12-0 3-0 A STRAP (oil D I AMETER COMPONENTS THAT ARE OF TRUSS TYPE, I6'-0" 3'-O"/3'-q" I6'-O" 4'-011 ATTIC _ PRE-ENGINEERED WOOD, OR TIMBERG 0 0• ■ A1�GHOR BOLT Si�EG F I GAT 1 Oils � - CONSTRUCTION AS FOLLOWS: - "F" = FLOOR FRAMING, INCLUDING 20'-O" 4'-O"/✓'-O" 20'-O" 0 0 5'-O" BLOCKING 2 BAYS GIRDERS 4 BEAMS SPECIFICATION (2018 WFGM TABLES 5.2A # 5.25, P. 157-160) 24'-0" 4'-075'-0" 24'-0" 6'-0 " BACK® 4'-0" O.C. - "R" = ROOF FRAMING CORNER sa° - "FR" = FLOOR 4 ROOF FRAMING DATE: 01/17/24 3 OF 17 CONDITION FOR ALL STRUCTURES; 5/a"O ANCHOR BOLTS ® Ball O.G. 28'-O" iv SECOND FLOOR _ Q 36-O 1-O /8-Q 36-O '11-011 NOTES: I.TABULATED SPLICE LEN6TH5 A55UME TOP PLATE-TO-TOP PLATE CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE S� ^` „ LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40-O 8-O /10-O 40-O II-O $LOCKING 2 BAYS �� /s ��• • 1. MIN. '7 EMBEDMENT INTO CONCRETE PROVIDE AN EQUIVALENT NUMBER OF NAILS BACK® 4'-O" O.G. C? Oa w/ 5" SQUARE WASHERS AND END NUT SETUP; " 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 8 FILL 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50-O I o-O /12-6" 50-O 13-O TYP, STRAP w/(3) j STROKE W� END � Q CONDITION IN EXPOSURE B TOP TWO COURSES SOLID 5d NAILS EA. END < 5.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 60'-0" 12'-0"/I5'-o" 60'-0" I6'-0" OF EA. STRAP HEIGHTS FOR OTHER WALL HEI&HT5,H,THE TABULATED UNIT x 4y 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR LATERAL LOADS SHALL BE MULTIPLIED BY H/5; FIRST FLOOR N 4 PLAN DIAGRAM OF ZONES OR REPLACED BY HOLD DOWN5 FOR SHEARWALLS FOR ALTERNATIVE WALL HEI614T5 MULTIPLY THE ABOVE 'TO-O 14-O •70-0 19-O 1 NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR 80-O I6-O 80-O" 22'-O" �� 74 O� 5. ANCHOR BOLTS ARE TO BE BETWEEN „b" 8 12" (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT). „ FROM ENDS AND CORNERS (TWO ® CORNERS) W WALL - 1.125 REFLECTIVE REFLECTIVE �OF�E (SEE DIAGRAM TO LEFT) IO'WALL- 1.25 BLOCKING 2 BAYS WHITE II'WALL- 1315 RED PANTONE 12'WALL- 1.5 THIS COLUMN w/MULTIPLIER BACK® 4-O" O.G. 4. COORDINATE w/ HOLDOWN LOCATIONS FOR 10'-0"WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL M 15CELLANEOU5 FRAM I NO ORAPH I C5 CONT I NUOU5 BUILT-UP C I RDER5, 5 OR MORE SUPPORTS (THAT EXCEED FRAMING STANDARDS, IT IS REa'D FOR FRAMER TO HAVE A F I REBLOG K I NO FOR PLATFORM HOOD FRAM t NO WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWC] DETAIL BOOK CONNECTION PATTERN SCHEDULE ASSEMBLY REQUIREMENTS: (FOR ENGINEERED LUMBER [IE:. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) D T o A6 WHEN GIRDERS MADE UP OF JOISTS NAILED a CONNECTION DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER Q BLOCK I NO UNDER LOAD BEARI NO WALL PATTERN THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES O MAX.52" LOCATED BETWEEN ONE 51XTH AND ONE QUARTER AS FIRE-STOPPING. W NON-LOAD BEARINO WALL OFFSET FROM SUPPORT A (2)ROWS IOd NAILS m 12"O.G. P THE SPAN LENGTH FROM AN INTERMEDIATE Lu 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE J015T —� STUD � SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FIRESLOPPIN6. � STUDS 0)ROWS IOd NAILS m 12"O.C. P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE 5UBFLOOR �� Q cl (2)ROWS 1/2" 4'BOLT5 O 12"O.G.5TA&SEREP, TWO-PIECE JOINTED ON THE SAME 51ME OF THE SUPPORT. 3. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE In /5UBFLOOR G DBL.m ENDS BUILT UP GIRDER MAX.32" PLATE SERVE AS FIRESTOPPING. SOLE PLATE P NAILING: O ? O - D (2)ROWS I/2" 4+BOLTS O Ib"O.G. 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE � TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE SOLE PLATE - SIDE WITH IOd NAILS TWO NEAR EACH END OF JOIST SERVES AS FIRESTOPPING. — >: C9 E (2)ROWS I/2" 4'BOLTS� 24"O.G. •L � � EACH PIECE, OTHERS STAGGERED WITH A D15TANCE BETWEEN I/6 Cj 5. FIRESTOPPIN6 SHALL BE 2 INCHES OF WOOD BLOCKING 0 (V z 0 (2)ROWS 5-5/b"TRUSSLOGK SCREWS® 12"O.G. 4 1/4 OF A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-BUSTIBLE FILL. I SGREI^FD ON(U SIDE OF MEMBER LINE; OR GIRDERS ARE TO BE NAILED FROM EACH d •CO , — 4 (2)ROWS 3-5/5"TRU55LOCK 5CREW5® 16"O.G. P 51DE w/ IOcI NAILS, TWO NEAR EACH END OF EACH 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE >) V SCREWED ON(U SIDE OF MEMBER JOIST, OTHERS 5TAOCERED w/ A DISTANCE OF 52" AND 2 H (2)ROWS 5-5/6"TRU55LOCK SCREWS O 24"O.C. P JOISTS INCHES ERVE AS WFIIRESTOPPIN6ING PLACED BETWEEN 0O O m BETWEEN NAILS IN A HORIZONTAL LINE. V JOIST 11 SCREWED ON(1)SIDE OF MEMBER _ 0 a--i MAXIMUM OFFSET (2)ROWS 5"TRUSSLOGK SCREWS m 12"O.G. THREE-PIECE -T. FOR PLATFORM FRAME CONSTRUCTION: THE 50LE AND CV L0 SCREWED ON BOTH SIDE OF MEMBER BUILT UP GIRDER MAX.32" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS Q 0 a O JOIST DEPTH,d P NAILS ON EA. 51DE wd TWO NEAR EA. END OF EA. SERVE AS FIRESTOPPIN5. MATCHED SIZE OF BLOCKING (2)Rows V.TRUSSLOGK SCREWS m Ib"O.G. Q FIRESTOPPING AND Ir� PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE 3 UNDER NON-LOAD BEARING SCREWED ON BOTH SIDE OF MEMBER PARTITIONS ® 52" O.G. BLOCKING STUD -- OTHERS STAGGERED W/ A D15TANCE OF NOT MORE 8. THE HEADER SERVES AS FIRE-STOPPING. L (2)ROWS 5"TRUSSLOGK SCREWS• 24"O.G. BETWEEN 1/6 „ DOUBLE PLATE SCREWED ON BOTH SIDE OF MEMBER 4 1/4 OF A THAN 32 BETWEEN NAILS IN A HORIZONTAL LINE. 11. TWO-INCH WOOD 51-00KIN6 OR THE EQUIVALENT SHALL FOUR-PIECE CIDERS .ARE TO BE ASSEMLED AS BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO G E I L I NG BRAG I NO NOTE: P _ STRINGER TO SERVE AS FIRESTOPPING. D CANTI LEVERED FLOOR I.BEAMS 4 HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20cl NAILS AS SPECIFIED GABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN e"OR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR 4 CONNECTION PATTERN B'WHEN 10"OR LARGER P FRAMING SHALL BE FIRE5TOPPED AT THE BOTTOM WITH STUD 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP 61RDER P, GIRDERS ARE TO BE SECURELY ANCHORED TO I HELD IN PLACE H METAL LATH OR WIRE FABRIC. SUCH SOLE PLATE 2"x4"CONTINUOUS GABLE END MASONRY PIERS, NAILED TO WOOD POSTS OR FIRESTOPPIN6 SHALL NOT BE REQUIRED WHEN THE BOTTOM OF —"—j SUBFLOOR TRU55 THE VERTICAL OPENING I5 SEALED BY PLASTER ON THE CEILING LATERAL BRACE ® 6 O.G. BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE U BAND 2) IOd NAILS TRUSS OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED JOIST � G.J. AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL rI I �/�G PLATFORM FRAME CONSTRUCTION 5HRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER CEILING ON NA LINO PATTERNS FOR S t DE LOADED BEAMS Oe . FLUSH LUSJ,,I BEAI " IS) �,LOGATIONS REQUIRUN6 FIRESTOPPING- AS FIRESTOPPING.NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE l0) 8d NAILS FIRE- FIRE- WOOD FIRESTOPPINS MRE5TOPPIN6 STOPPING STOPPING FIRE- FIRE- FASTENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPING STOPPING SOLE MULTIPLE-PIECE MEMBERS JOIST * 5d COOLER NAILS® 10" O.G. NAILED' BOLTED' '� ' Iv "I�!111 U i NII �liil I " 4" BLOCK NAILED TO EA.BRAGS VERTICAL 2 X 2 ROWS Ibd S ROI-S Ibd 2 ROWS)S" 2 RoWS)�" 2 RoW515^ B OGKIN6 FIREsr 1- xZ11/20 00MMON BOLTS•�4' BOLTS BOLTS OPPIN6 WHEN W/(4) IOd NAILSCOMMON , • OO.STAGGERED• ' COVERIN6 IS APPLIED go.STRAP O I2"O.G. 0 12' O.G. O 12"O.G. O b' O.C. STUD GYPSUM BOARD TWO ROW5 12"O.G. THREE ROWS 12"O.G. JOI5T5 DOUBLE PLATE . o " o 0 0 ," o o LOCATION I LOCATION 2 LOCATION 3 ro UNDERSIDE of •��/� sd COOLER NAILS® 10" O.G. (10)8d NAILS BEAM SELECTION w/ 5TD. NAILING LOCATION 4 Aft V J JOIST SHALL BE LOCATED DIRECTLY NOTE; ENDWALL STUD AS NOTED IN NOTES 1 S o 0 0 0 " " a o S NONCOMBUSTIBLE ALTERNATE DENOTES ALT.FOR USE OF DRYWALL SCREWS FIRESTOPPIN6 LOCATION Q OVER STUDS, UNLESS TOP PLATE 15 4"o EDGE/ 12"® FIELD FULLY BLOCKED 1.TOP AND BOTTOM ROWS SHOULD BE 2"FROM EDGES SOLE WOOD FIRESTOPPING OF GIRDER DESIGNED TO CARRY THE LOAD SCREWS#6 - V4"'TYPE W OR 5 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" TWO ROWS 24"O.C.STAGGERED TWO ROWS b"O.G. FIRESrOPPIN6 LOCATION 5 LOCATION 6 FROM THE Top AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL INTERIOR STUD DETAIL THICKNESS OF THE MEMBER.USE WA5HER5 UNDER HEAD AND NUT. O O O O O (0 O O O O I' OVERLAID ROOF 5.STAGGER EACH ROW OF FASTENERS BY 12". \ 0 O © O C © O O O 2"SPACE NOT ATTACHMENT @ VALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILIN6 15 FROM EACH SIDE. TO BE FILLED NONCOMBUSTIBLE FIRESTOPpIN6 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOPPIN6 ' ! \ APPROX.I INCH THICK BOTH 51DE of THE MEMBER. \ FN DL OUB ED FOR b"O.G.OR TRIPLED 6.VALUES FOR NAILING CONNECTIONS MAY BE FOR 4"O.C.NAIL SPAGIN6. LOCATION -1 STD NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS• STRAPPING W/ T.2 ROWS OF Ibd COMMON NAILS(12"o.G)FOR DEPTHS 12"OR LESS FIRESTOPPINS \ �\ 4 8d NAILS LOCATION 8 LOCATION a o EA.END o R.R. 6.E ROWS of Ibd COMMON NAILS 02"O.CJ FOR DEPTHS OF 14",Ib"4 I8". LOCATION 10 FULL WIDTH 2" BLOGKIN Z O I CONSTRUCT I ON DETA I LS WIND LOAD fi ATH CONNECT I ON DATA I L_S TOP PLATE DRILL 2"4P INTO ROOF DECK FOR STRAPPING INSTL. NOT TO SCALE INTERSECTION DETAIL ERR a OR W NEW R.R.SET w/ UPPER TOP PLATE LAPS 4 IOd ONTINUOU5 LOWER TOE NAILS NOTED CONT.BLOGKINO TOP PLATE _ _ SPIKED TO R.R.'s ALIGN NEW 4 EX. R.R.AS SHOWN K I NO STUDS PLAN VIEW GTE: SIMILAR* 'SHED' WOOD JOIS WOOD JO ROOF,R.R. IN LINE CRIPPLE STUD BLOCKING JOIST HANOE HEADER GENERAL REGU I REM'ENT5 FOR C ENERAL REQUIREMENTS FOR Z W INSTALLATION OF GLI 10HED NAILSI INSTALLATION OF TOE-NAILS GIRDER/HEADE —O WOOD O I RDER JACK STUDS MAIN MEMBER WOOD JOIST -ED W 1 • so" JOIST FRAM I NO OVER WOOD O I RDER JOIST FRAM I NO FLUSH W 1 TH OI RDER/HEADER TYPICAL HEADER CONNECTION 1. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: MEMB DIAM.x s APPROX. 30° w/THE MAIN MEMBER 4 STARTED APPROX. Y3 THE LENGTH OF THE NAIL FROM THE MEMBER END, WHITE I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER, STRAIGHT THROUGH AND BENT OVER A MIN. OF (5) NAIL DIAM.'S AT A CIO° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN ADDITION MEMBER, FOR THIS APPLICATION, SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL RAFTER 3 MORE THAN 2 TOE NAILS SHALL BE IN AVOID STALLED INI A. SIDE OOF A RAFTER OR CEILING J015T WALL STUD WALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 3 TOE NAILS BOTTOM PLAT BOTTOM PLAT IN EA. SIDE WHEN FASTENED TO A 2 xb TOP PLATE. BATHTUB SUB FLOOR 230 LESTERS ROAD DOUBLE JOIST DOUBLE JO I S TOP PLATE MATTITUCK, NY 11952 GH I M. CHASE SEGURI NO @ STD. SIDE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS NOTE: (SIM. ® CHASE WITHIN PLANE OF ROOF DOUBLE JO I57 FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARI NO WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION w/STUDS TO ATTIC FLOOR 4 BLK'G TO R/L SIDES w/STRAPPING TO R/L SIDES) u PAGE: T. TOP PLATE ® NIND RES STANT CONSTRUCT ON CONNECTORS CHIM. CHASE WALL Q U CONNECTION LOCA71ON: PART NUMBER: NOTES: G-00 ■ 0 0 RI DOE-TO-RAFTERS C520 @ 21 " APPLY TO EACH PAIR OF RAFTERS o�- Q z ® RAFTER-TO-WALL H7 APPLY TO EACH RAFTER DATE: 01/17/24 4 OF 17 ROOF 13 Q Fes: z 0 RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER Nz O REQ'D BLOCKING -'TO ALIGN w/STRAPPING a PLATE-TO-WALL STUD 0520 @ 18" APPLY TO EACH WALL STUD OAA Q F� as EA. LEVEL ABOVE ®z 2ND. FLOOR WALL-70-157. FLOOR WALL LFTA or G520 @ 36" APPLY TO EACH WALL STUD _ �EREDAp THE FIRST FL. FLOOR/CLC ® O HEADER-TO-JACK STUD G520 @ 12" APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANrHOR SSTB16 APPLY TO EACH SIDEWALL END 157. FLOOR-UNDER-SILL PLATE C520 WRAP UNDER DOUBLE SILL PLATE 74 '6 SIDE VIEW PLAN VIEW (USE WITH 3 SOUARE WASHERS) FpP H , % USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT a WOOD FRAME (L.G. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) NEW FOUNDATION WALL uj NEW WOOD FRAME (L,G. � 9 EXIST. AWN. EXIST. AWN. LJJ � ccSTL. WHEN APPLICABLE) 2`7"WXI'6"H 2 1"WXI'6"H J m NEW 1-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL �Q,• 1 � WOOD FRAME (L.G. S'TL. ® POST FOR 4 WALLS O O WHEN APPLICABLE) (MIN. (2) 2"x&" STRUCTURAL p POST FOR b" WALL5), U.O.N.? C09 NEW 2-HR FIRE RATE,? Of Ofw WOOD FRAME (L.G. STL. 0 O C p WHEN APPLICABLE) a. r � O - N _ EXIST. p O O 4-+ t CL• EXIST. MECH. -r_ O m -Z 6 EXISTING ROOM C N 0 CD RECREATIONAL Q O d SPACE BOILER XX -HEATED- PROVIDE BASEMENT -FINISHED- ACCESS PROVIDE CRAWLSPACE I I ❑ ACCESS 41, STEP UP EXISTING RELOCATE RECREATIONAL WASHER 4 DRYER U SPACE _\-HEATED- n \ I -FINISHED- _ W L-X 4 J J EXIST. L___ _J I ATHROOM EXIST. O EXIST. CL. O ® — ELECTRIC �Z-----� PANEL EXIST. (2) D.H. DEMOLITION NOTE: W "Ib WX4"1 H PROVIDE 5HORIN6 AND SUPPORT TO ALL AFFECTED Q STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT OF ANY DEMOLITION OR CONSTRUCTION. BASEMENT DEMOLITION PLAN SCALE: 1/4" = 1'-0" ALL EXISTING WINDOWS TO BE REMOVED N H Z w --- _ _ ------- ------- p I I I I I I I I III I I I I I � I III EXIST.i I I III I I I I I I I III I I LU III _ � I U II I r EXIST. i I u x a EXIST. i PROJECT: EXISTING STOOP t�iy _ BEDROOM 1 NrE BEDROOM To BE DEMOLISHED ^^ EXIST. c c EXISTING WALLS I I GL. I WHITE IATTIG r-r-I- ----- TO BE DEMOLISHED IAGGESS ' ADDITION I / I EXIST. EXIST.I I EX157. I / - / I \ EXISTING CHIMNEY UFI I I I STOOP I I I Gl- I 1 TO BE DEMOLISHED L 1 1 I I 1 ------ --� tL Lj --------------- -- --------- ------ = I 230 LESTERS ROAD ' I ' MATTITUCK NY 11952 L L- -I-_1-------I I EXIST. I f XIS \ I I XIST. I HALLWAY I COVERED — F I PLUMBING FIXTURES 4 ALL EXISTING CABINETS �oRG+�TO BE REMOVED DRAWING TITLE: EXISTTJ LIVING ----------- --I - F--- i PROPOSED DEMOLITION PLANS ___ OM I III -CATHEDRAL CEILING- G.H.=B'-O" i 1 O \ �i r- I III �2'-5"x6'-8" ISLAND I ® \ /i IIII I � III I III L-------------J `ol�`��i EXIST. IIII -IH 11 BATHROOM EX1571NS STOOP I III EXIST. II TO BE DEMOLISHED I III KITCHEN I----i 0O IfN I ,,-n I PAGE: II ---_ ----J I III Imp I L_ _J =10 '0 mOO ___ —___�--_-__= ----- --- ---- --- -- I I i I r-ram-� DATE: 01/17/24 5 OF 17 EXIST. i DEMOLITION NOTE: STOOP EX15T. PROVIDE SHORING AND SUPPORT TO ALL AFFECTED II STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT i I OF ANY DEMOLITION OR CONSTRUCTION. I I I I I . p._ •« L---- EXISTING STOOP TO BE DEMOLISHED FIRST FLOOR DEMOLITION PLAN SCALE: I/4" = P-O" 4 ,! a�; ��F N�`�� �� � � . ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEG.'s. SEE PACE "5-005" FOR NAILING 4 STRAPPING DETAILS. OENEfR:AL ""� SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER DOOR SCHEDULE FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER ** CONTRACTOR TO VERIFY MANUFACTURER DIMEN51ON WIDTHS FOR ALL MULLED WINDOW5 I DOOR MATERIAL EXISTING TO B ----{{ E DEMOLISHED � NEW PARTIAL HEIGHT JJJ - -I WOOD FRAME (L.G. STL. WINDOW CHART a WHEN APPLICABLE) FIRE RATING _ _ -- ---------- - - --_ -_ _ _ TAG DESCRIPTION MANUFACTURER p -� N 45 MIN. RATED NOTES EXISTING TO REMAIN Q �---�-�{ EGRESS CLEAR WIDTH HEIGHT d SELF-CLOSING NEW FOUNDATION WALL LIGHT VENT NEW W ROUGH OPENING WINDOW DIMENSION OPENING V WOOD FRAME (L.G. F-� � �-- 0 W PRO . PROV K. J cu M 5TL. WHEN APPLICABLE) TAG TYPE MODEL # W R WIDTH REOV: 20" TEMP• PER UNIT PE UNIT HE16HT REOV: 24" (5.F.) (S.F.) BASEMENT NEV4 I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL WIDTH HEIGHT WIDTH HEIGHT OPEN REOV: 5.7 S.F. Q :- N WOOD FRAME (L.6. STL ® POST FOR 4" WALLS 001 �51NGLE SWING TBD 3-O 6-8 • INSULATED O m FA DOUBLE HUNG 1 TW2442 2'-6 �" 4'-4 2'-5 4'-4 �" 7.0 4.0 „ „ WHEN APPLICABLE:) (MIN. (2) 2"xb" STRUCTURAL POST FOR b" WALLS), U.O.N. _ -p O AT DOUBLE HUNG TW2442 2'-6 �" 4'-4 2'-5 4'-4 �" p 7.0 4.0 NEW 2-HR FIRE RATED a--� � WOOD FRAME (L.G. STL B (5) MULLED p C N z O WHEN APPLICABLE:) UNITS a •� � � I _77DOUBLE HUNG TW24510 2'-b �" `1 6 O �" 2'-5 b'-O �" 10.2-- 5b X N O O O 4- 7F PICTURE 7 DHP56510 5'-7 �„ b'-O �„ 5'-7 " b'-O �„ 25.5 54.0 O FOUND?,T ON PLAN NOTES u +� m DOOR NOTE: EXIST. MECH. ROOM: DOUBLE HUNG-]F-(5) MULLED � Q G TW24510 2-b b-O 2-5 b-O 10.2 5.b O O a O __71O I. INSTALL ON PLANSEBYI JELRDOWEN' (OR R DOORSEQUAL)HHEN GALLED OUT 12 2.EXIST. ENERGY KINERTIGS 2000 BOILER MODEL F__D DOUBLE HUNG TW20410 2'-2 �" 5'-O i" J 2'-1 J" 5'-0 i" 6.8 4.0 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT NO. EK-IF (RUN HOT WATER TO AIR HANDLERS) --- --- ON PLANS BY 'THERMATRU' (OR EQUAL). 3. ADD (2) NEW 56,000 BTU MODEL NO. VT7 DOUBLE HUNG TW20410 2'-2 5'-O �" 2'-I 4'-0 �" 6.8 4.0 5. NOTE DOES NOT INDICATE EACH NEW DOOR BGRMB663653N4 AIR HANDLER (RUN HOT n , PROPOSED;SEE DESIGNATIONS 4 DOOR SCHEDULE. WATER TO NEW AIR HANDLERS) VJ 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR 4.EXIST. ATTIC LEVEL AIR HANDLER TO REUSE E _7� DOUBLE HUNG TW2046 2'-2 4'-8 2'-I 4'-8 6.3IL 3.7 6.MAIN AKIN 50 x30" CLEARANCE IINLFRONT OF F DOUBLE HUNG TW210510 3 D�, 6 O WALLS, U.O.N. 5. INSTALL AS PER MANU SPEG.'s " " 2'-11 i" 6-0 2" 7.1 12.9 7.2 6.PROVIDE (2) 2"xl0' HDR., U.O.N. MECHANICAL UNITS AS PER NYS MG 306.1 7. SEE PAGE 6-005 FOR ALL OTHER FRAMING 7. MAINTAIN ALL APPLICABLE VENTING 45-P4040- �„ - ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. CLEARANCES REQUIRED PER NYS MG 504. 6 BAY7 20 7-2 4-2 'i-5 4 1 FREEZE PROOF H05E BIB: (2) MULLED „ O2 FASTENED W MASONRY ANCHORS (PRECISE TYPICAL MECHANICAL ROOM NOTES: H DOUB L E HUNG TW24510 2-b 6-OI 2-5 „ �L b-O 5.8 10.2 5.8 LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) I. FOR ND. FR. FLOOR - PROVIDE 1/2" GONG. BD. BY "DUROCK" (OR EQUAL) (5) MULLED SMOKE DETECTOR / GO DETE.TOR NOTES: J TW24310 2'-6 �" 4'-O �" 2'-5 4'-O �" 6,4 3.7 O . 2. FOR WD. FR. GL6. AND/OR WALLS - PROVIDE (I) DOUBLE HUNG 1 I � M 1 SMOKE/CARBON ONOX MONOXIDE COMBINATION DETECTOR GONG. WALLS)CODE COMPLIANT LAYER OF 5/&" TYPE X" GYP. BD. UL U305 (OMIT U. <* _7 CASEMENT GW35 7'-I 5'-0 7'-0 4'-11 15h 27.6 1"1.2 • 1 1 1 HARD WIRED TO EACH OTHER H,/BATTERY BACKUP. B. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. 2.INTERCONNECTION BETWEEN NEV4 4 EX15TINO DEVICES SPEG.'s AND AS PER NYS MECH. AND FUEL GAS CODE LT DOUBLE-HUNG TW2056 2'-2 2'-I e" 5,-8 Q 4.7 2.8 SHALL NOT BE REQUIRED WHERE= EXISTING ALARMS 4. COMB. AIR VOLUME AS PER MANU. 5PEG,s - PROVIDE ARE NOT INTERCONNECTED, AS PER NYS R314.4. FRESH AIR INTAKE FROM EXTERIOR -� 5. PROVIDE SMOKE/GO DETECTORS AS INDICATED, AND 5. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL M CASEMENT GX25 5'-5 4" 5'-0 1" 5'-2 4'-I1 i" q.8 L� 20.7 1Q b. V PER GENERAL ELECTRICAL NOTES ON PACE 6-002. EMERGENCY SHUT OFF SWITCH L 4.SMOKE /GO DETECTORS TO MAINTAIN 5' MIN. 6. FOR 6A5 SERVICE, PROVIDE OAS SHUT OFF SWITCH - HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS 7. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER N DOUBLE-HUNG TW2436 2'-6 J" 5,-8 i" 2'-5 J" 5.7 5.5 _ 4 OPENINGS TO BATHROOMS w/SHOWER OR TUB. CLEARANCES AS PER CODE 5. INSTALL ALL AS PER MANU. 5PE:0.'s 5. PROVIDE 3" FLOOR DRAIN 4 CONNECT TO SANITARY b.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR SYSTEM AS PER NYS PLUMBING GORE CASEMENT WINDOWS TO HAVE CENTER MULLION IN COMPLIANCE WITH LOCAL CODE WINDOW NOTE: Q G I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN 400 THERMOSTAT: SERIES, CASEMENT, DOUBLE-HUNG, OR 6LIDIN6, (AS 14 I. PROVIDE THERMOSTAT FOR (4) HVAG ZONES: NOTED). INSTALL AS PER MANU. SPEC.'S. - ZONE I: IST FLOOR, FOYER 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; - ZONE 2: IST FLOOR, MASTER BEDROOM SEE DESIGNATIONS 4 WINDOW SCHEDULE. - ZONE 3: 2ND FLOOR, HALLWAY 5.FOR SUBSTITUTIONS, SEE NOTE asq IN "GLASS WINDOWS - ZONE 4: BASEMENT AND DOORS" ON PAGE 0-002. 2. H.O. TO SELECT MODEL; INSTALL AS PER MANUF. 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HNOE. SPECS; 5. ALL DOUBLE HUNG WINDOWS TC BE TILT WA5H 3. THERMOSTATS SHALL BE PLACED IN CENTRAL _ b.IN GENERAL, TEMP. OL. SHALL BE PROVIDED: LOCATIONS (AS SHOWN, DESIGNATED FOR HVAG O 6.1. FOR ALL 5KYL16HTS 4 OPERABLE PANELS CF PURPOSES). T n1 SWINGING, 5LIDIN6, 4 BIFOLD DOORS Q 6.2. WITHIN IS" OF F.F. 6.3. WITHIN 24" OF A DOOR 6.4. WITHIN STAIRWAYS 4 WITHIN 56" OF A LANDIN6 IS PROVIDE (2) NEW 2 TON HYDRONIG AIR HANDLER: 6.5. WITHIN TUB/5HOWER ENG."_OSURES I. UNITS BY "RHEEM" OR APPROVED EQUAL 2 6.6. SEE ALSO GENERAL NOTES ON PAGE 0-002 2.PROVIDE TONNAGE FOR IST FLOOR "ZONE I" UNIT 7. SEE PAGE 6-005 FOR FRAMING ELEMENTS AROUND LOCATED IN CRAWLSPACE WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM 3.ROVIDE TONNAGE FOR 2ND FLOOR "ZONE 2" UNIT " (2) 2"xIO" HEADER U.O.N. LOCATED IN ATTIC 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER NYS R312.2 FOR OPERABLE WINDOW5 WITH SILL HEIGHTS LESS THAN 24" ABOVE F.F., THAT ARE MORE THAN 72" ABOVE GRADE OR THE ADJACENT SURFACE AT THE BUILDING EXTERIOR. EGRESS NOTE: IN COMPLIANCE WITH NEW YORK STATE BUILDING CODE, SECTION R310.2.1;THE FOLL.OWINC MEANS OF EGRESS SHALL BE FOLLOWED: _f J� - - - _ - NET CLEAR OFF-NINO........... 5.7 S.F. - - - - - p NET CLEAR HEIGHT............... 24" MINIMUM ��l` O �:p:► m NET CLEAR WIDTH................. 20" MINIMUM ` Q EGRESS WINDOW WELL: O PROVIDE NEW EGRESS WINDOW WELL 4 COVER BY 3'xb' "ROCKWELL;bb SERIES" b6"W.X44"H. OR EQUIVALENT. INSTALL AS PER MAN. SPECS. EXIST. AWN. A/G PAD 2 7"WXI'6"H RELOCATED O FREESTANDI N6 Z OIL TANK w EXIST. AWN. 2 7"WXI'b"H ONA R U FILTER -4 ` NEW FAMILY ' Q �N.. ROOM 403 S.F. 15 Q = ~ = CNH w 4 FEB 2 6 2G24 w a -HEATED- r w y u- -FINISHED- EXIST. Q G.H.=7'-O" FINISHED FLOOR _ ` GL' EXIST. TO FINISHED CEILING ^_^_ EXISTING ROOM INSTALL DIRECT VENTS4g' 0 RECREATIONAL 4 0' MIN. FROM WINDOWS twrua�� <af "° PROJECT: TBILCOW -' SPACE 12 BOILER^•HEATED WHITE �j 14 -FINISHED- NEWLG.H.=7-O FINISHED FLOOR CRAWL5PAGE TO FINISHED CEILING 220 S.F. ADDITION 3 I 1 4" 5TE 4" STEP 001 EXISTING ACCESS 5M/CO PROP. RECREATI NAL OPENING 230 LESTERS ROAD -HEATED^ MATTITUCK, NY 11952 -F I NI_HED- G.H.=6'-8" FIMISHED FLOOR TO FINISHED CEILING DRAWING TITLE: 1 p MODIFIED " PROPOSED FOUNDATION PLAN Fr_ EXIST. 7 1 BATHROOM - - - EXISTING EGRESS 2 VAINDON TO CLEAR OPENING F II ; MODIFIED O REPLACE - _ 6.5 S.F. UTILITY 500 oo(:�:) ELECTRIC 5IG ® AMPN NSERVICE d PAGE: - -I - - - - - I - - - - - - - - EXIST. (2) D.H.7'6WX4'7"H A-102m00 _ o DATE: 02/21/24 6 OF 17 im d m � Q PROPOSED FOUNDAT I CN PLAN 120'r-f.-7 S.E. HAE31 TABLE SFAGE; 120cf.7 S.E. O BOSS FLOOR AREA o s so sGALE: I/4" = I'-o"20 �`' .•, �1 n `�; ,'; GRAPHIC SCALE � �, I I�ERAL �� �0� � • ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. 5PEG.'s. SEE PAGE "6-003" FOR NAILING $ STRAPPING DETAILS. SEE DOOR SCHEDULE FOR ALL GLA55 DOORS FROM SAME MANUFACTURER • FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER *EXISTINC3 TO BE DEMOLISHED NEW PARTIAL HEIGHT CONTRACTOR TO VERIFY MANUFACTURER DIMENSION WIDTHS FOR ALL MULLED WINDOWS � {� WOOD FRAME (L.G. STL. DOOR SCHEDULE 3 WINDOW CHART Q EXI5TIN6 TO REMAIN WHEN APPLICABLE) -_ - _-- ----- -_--_ _ t -- -- --- DOOR MATERIAL E6RE55 CLEAR LLI NEW WOOD FRAME (L.6. NEW FOUNDATION WALL _ ROUGH OPENING WINDOW DIMENSION OPENING LIGHT VENT LLI FIRE RATING TEMP. PROV. PROV. J co STL. WHEN APPLICABLE) TAG TYPE MODEL # WIDTH REG'D: 20" PER UNIT PER UNIT �TAG DESCRIPTION MANUFACTURER p d N 45 MIN. RATED NOTES - HEIGHT REOV: 24° (S.F.) (S.F.) Q 4-1 N WIDTH HEIGHT F 4 SELF-GL051NG WIDTH HEIGHT WIDTH HEIGHT OPEN REO'D: 5.-i S.F. •� NEW I-HFz FIRE RATED MIN. (2) 2"x4" STRUCTURAL O to O 11 WOOD FRAME (L.6. STL. POST FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL A DOUBLE HUNG TW2442 2'-6 �" 4'-4 �" 2'-5 4'-4 �" '1.0 4.0 p POST FOR b" WALLS), U.O.N. FIRST FLOOR " r•- O NEW 2-HR FIRE RATED WOOD FRAME RA STL. --IF �l AT DOUBLE HUNG TW2442 2'-6 4'-4 2'-5 4'-4 'I O 4.0 ' , } (9 WHEN APPLICABLE) 101 SINGLE SWING JELD-WEN 2'-4" 8'-O" B (3) MULLED �I O C (v z O UNITS a 'co Ln 102 POCKET JELD-WEN 2'-O" 8'-O" ��� DOUBLE HUNG TW24510 T__ 2 6 6 O 2 5 6 O I0.2 - 5.8 - O O XO N 103 -IF POCKET JELD-WEN 2'-O" 8'-O" PICTURE DHP56510 �" 5'-1 all 6'-O �" IF 25.3 54.0 -� O m ,}' � FLOOR PLAN NOTES � O O (�� (5) MULLED „ „ IL „ DOOR NOTE: NEW LAUNDRY ROOM: 104 SINGLE SWING JELD-WEN 2'-6" 8'-01, C DOUBLE HUNG TW24510 2-6 A6-O :2'-5 6-O 10.2 5.15 Q � O OI I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT 6 I. NEW WA5H /DRY HOOK UP ON PLANS BY 'JELD-WEN' (OR EQUAL). 7 D DOUBLE HUNG TW20410 2'-2 5'-0 2'-i 5'-0 i" 6.8 4.0 2.INSTALL NEW EXTERIOR DOOR:i WHEN GALLED OUT 2•COORDINATE LAUND. ROOM d DOOR DIM.s IOS GLIDING ANDERSEN E��_o 8-O • �� ON PLANS BY 'THERMATRU' (OR: EQUAL). w/ SIZE OF EQUIP. 3.PROVIDE HOOK UPS AS REG'S PER MANU. _J_ ��� VT DOUBLE HUNG TW20410 L22�-2 �" 5'-O �" 2'-1 4'-O �" p 6.8 4.0 n `I E i 3.NOTE DOES NOT INDICATE EACH NEW DOOR 106 SINGLE SWING JELD-WEN I -6 8-O • V J PROPOSED;SEE DESI6NATIONEi E DOOR SCHEDULE. _ 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR DRYER EXHAUST NOTE: 8'-O" • •10'( DOUBLE SWING TED (2) E DOUBLE HUNG TW2046 2'-2 4'-8 i" 2'-I 4'-8 �" 6.3 ]=5.1 WALL5, U.O.N. 2-O - - I. DUCT SHALL TERMINATE TO EXTERIOR F DOUBLE HUNG TH210510 3-O 6-O 2-I I 6 O 7.1 12A -1.2 5. INSTALL A5 PER MANU SPEG.'s - � :: � �: � „ ,_ „ „ 2.DUCT SHALL TERMINATE MIN. 4-O FROM ANY � ; 6.PROVIDE (2) 2 xl0' HDR., U.O.N. OPENIN65 108 GLIDING ANDERSEN 6'-O" 8'-O" • ��� F-1. SEE PAGE 6-005 FOR ALL OTHER FRAMING - - --- -- 5.DUCT SIZE AS PER MANU. 45-P4O40- „ „ , „ ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. BAY _J 20 1-2 4-2 7-3 4-I 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER „ ,_ „ 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN loci SINGLE SWING JELD-WEN 2-O 8 O • - IL STAIR 8 RAILING NOTE: (2) MULLED O I. ALL NEW STAIRS SHALL HAVE: MAX. 8-I/4" RI 3 MIN. 10" CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO H TW24510 2'-6 �" 6'-0 i" CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM : DOUBLE HUNG Tr - RISERS SHALL BE HAVE SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO I10 F POCKET JELD-WEN 2-8 8-O l • F_(5) ( IWl 2. GREATEST RISER HE16HT IN ?' FLIGHT OF STAIRS SHALL MULLED ,- „ NOT EXCEED THE SMALLEST 13Y MORE THAN J". EXCEED 8 FEET AND SHALL BE LISTED AND LABELED J - DOUBLE HUNG TW24310 :2'-6 4 O 2-5 4-O 6.4 3.7 IN ACCORDANCE WITH UL 2158A. FIII SINGLE SWING JELD-WEN E: 3-O 8-O �• • �J -T 5. HEADROOM IN STAIRWAYS SHALL BE AT LEAST b'-5". -- --- 6.EXHAUST DUCTS SHALL BE MIN 0.016 THK RIGID „ • 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: METAL w/ SMOOTH INTERIOR SURFACES WITH JOINTS K CASEMENT GW35 7-I 5-O 7-O 4-I I 8.6 2"I.6 I"1.2 4.1. BETWEEN CLEAR HEIGHT $ HANDRAILS: 36' MIN. RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST 112 SINGLE SWING JELD-WEN 2'-4" 8'-O" • - - 4.2. BELOW HANDRAIL, RAIL. ON ONE SIDE: 5: MIN. DUCTS SHALL NOT BEE CONNECTED WITH SHEET-METAL LT DOUBLE-HUNG TW2036 2'-2 �" 3'-8 2'-I 3'-8 �" 0 4.7 2.8 4.3. BELOW HANDRAIL, RAILS ON BOTH SIDES: 21" MIN. SCREWS _ 5. HANDRAILS SHALL BE PROVIDED ON NOT LE55 THAN 7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER V ONE SIDE OF EACH FLIGHT 01= STAIRS CONTAINING FOUR OR MORE RISERS, AND WHERE SHOWN ON PLANS. LOCATION TO THE WALL OR ROOF TERMINATION. THE M CASEMENT CX25 5-3 5,-0 5-2 4-i I a.8 20.71E la.b MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 - __ __ IF b. 6UARDRAIL5 SHALL BE PROVIDED FOR OPEN-51DED FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0° WALKING SURFACES LOCATED MORE THAN 50 ABOVE BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES N DOUBLE-HUNG TW2436 2-6 3-8 2-5 3-8 5.7IL 5.5 FINISHED FLOOR OR GRADE, 4 WHERE 5HOWN ON PLANS. NOT INCLUDE THE TRANSITION DUCT. - /1 -I. 56" HIGH GUARDRAIL 8 SPINDLE 5PACINC NOT TO V J ALLOW PASSAGE OF A 4" 4) SPHERE;56" HI6H * CASEMENT WINDOWS TO HAVE CENTER MULLION Aft ^` HANDRAIL. NEW EXHAUST FAN SHALL BE INSTALLED WHERE w 5. GRIPPABLE RAIL AS PER CODE. O VENTILATION 15 NOT MET BY MEANS OF NATURAL - Q a. RAILING TO BE WOOD. CIRCULATION THROUGH WINDOWS OR DOORS TO OUTDOOR SPACES AS PER NYS MECH. CODE SECTION OSMOKE DETECTOR / GO DETECTOR NOTES: 405.5.2.5; INSTALL AS PER MANU. SPECS 3 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT SMOKE /CARBON MONOXIDE COMBINATION DETECTOR NEW ATTIC ACCESS - PULL DOWN STAIR: HARD WIRED TO EACH OTHER w/ BATTERY BACKUP. O I. MIN. 550 # CAPACITY 2.INTERCONNECTION BETWEEN NEW b EXISTING DEVICES 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x50") SHALL NOT BE REOUIRED WHEFZE EXISTING ALARMS 5.1/2 HR FIRE RATED ARE NOT INTERCONNECTED, A°i PER NY5 R514.4. 4.DBL. FRAMING WHEN NEW OPENING 5.PROVIDE SMOKE/CO DETECTORS AS INDICATED, AND 5• WEATHERSTRIP AGGE55 OPENING t PROVIDE R-441 PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. INSULATION ABOVE w/WD. FR. (OR EO.) BAFFLE OR 4.SMOKE / CO DETECTORS TO MAINTAIN V MIN. RETAINER TO PREVENT INSULATION FROM ENTERING HORIZONTAL SEPARATION FROM 5UPPLY/RETURN DUCTS DWELLING WHEN OPENED, AS PER NY5 EGG R402.2.4 7W24510 DHF56510 TW24510 S OPENIN65 TO BATHROOMS w/ SHOWER OR TUB. (OMIT WHEN ATTIC AGGE55 DOES NOT PENETRATE 5. INSTALL ALL AS PER MANU. 5F'EC.'s THERMAL ENVELOPE OF BUILDING). WINDOW "B" 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 6.INSTALL A5 PER MANU. 5PEC.'5 IN COMPLIANCE WITH LOCAL CODE 1. CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. WINDOW NOTE: NEW PLUMBING FIXTURES: O 1. ALL NEW WINDOWS B DOORS SHALL BE ANDERSEN 400 SERIES, CASEMENT, DOUBLE-HUNG, OR GLIDING (AS O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. _ NOTED). INSTALL AS PER MANU. 5PEC.'S. SEE ALSO PLUMBING GENERAL NOTES ON PAGE 6-002. O im 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; NEW FLOOR: Q SEE DE5I0NATION5 $ WINDOW SCHEDULE. O 1. NEW J" PLYWOOD SUBFLOOR BENEATH (CLUE 4 SCREW); 5.FOR SUBSTITUTIONS, SEE NOTE #a IN "GLASS WINDOWS 1O 5CREW PERIMETER OF SHEATHING 6" O.G. d 12" O.G. AND DOORS" ON PAGE 6-002. INTERIOR. 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE 2.NEW FLOOR FINISH, NATURAL WOOD FLOORING PER H.O. 1'P_2" 45'-2" 6 MATCHING DOUBLE HUNG GRILL PATTERN. SELECTION 1 5. ALL DOUBLE HUNG WINDOWS To BE TILT WASH V 6.IN GENERAL, TEMP. 6L. SHALL BE PROVIDED: NEW TILE FLOOR: 4'-4" 8'-6" 4'-4" 6.1. FOR ALL 5KYLIGHT5 8 OPERABLE PANELS OF 11 I. NEW TILE FINISH (H.O. TO SELECT) UPON 4 SWINGING, SLIDING, d BIFOLD DOORS 2.ONE LAYER THIN5ET (LEVELED PROPERLY) UPON F F 6.2. WITHIN IS" OF F.F. 5.NEW " DUROGK GEMENTBOARD (OR EQUAL) UPON • • 6.5. WITHIN 24" OF A DOOR 4.NEW " PLYWOOD 5UBFLOOR BENEATH (GLUE 4 SCREW); - 6.4. WITHIN STAIRWAYS $ WITHIN 56 OF A LANDING 6.5. WITHIN TUB/SHOWER ENCLOSURES 5GREW PERIMETER OF 5HEATHIN5 6 O.G. E 12 O.G. ® N D NATURAL LIGHT 6.6. SEE AL50 GENERAL NOTES ON PAGE 0-002 INTERIOR. PROPOSED VENTILATION "7. SEE PAGE 0-005 FOR FRAMING ELEMENTS AROUND MASTER 10 BEDROOM " WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM 'i5 S.F. 00 10-O (2) 2"xlo" HEADER U.O.N. 12 PROVIDE (2) NEW 2 TON HYDRONIG AIR HANDLER:- 220 S.F. AREA I. UNITS BY "RHEEM" OR APPROVED EQUAL ~CATHEDRAL CEILING- S.F. REG. S.F. PROV. N 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER „ 2.PROVIDE TONNAGE FOR IST FLOOR ZONE i UNIT NY5 R512.2 FOR OPERABLE WINDOWS WITH SILL HEk5H75 F- LOCATED IN GRAWLSPAGE NATURAL LIGHT LIGHT 6.0 S.F. 20.0 5.F. ALIGN BAY WINDOW SILL; _ Z LE55 THAN 24" ABOVE P.P., THAT ARE MORE THAN T2" 3.ROVIDE TONNAGE FOR 2ND FLOOR "ZONE 2" UNIT - 0 O O l� O REG'D TREX RAILING w ABOVE GRADE OR THE ADJACENT SURFACE AT THE d z z VENTILATION Z z i COUNTERTOP EXTENSION LOCATED IN ATTIC , - O BUILDING EXTERIOR. 0-=1 = VENT m i EGRESS NOTE: N U N v 3.0 S.F. I8.8 S.F. WALL MOUNTED- IN v O ~ W AREA 220 S.F. JO Ou REG'D IN COMPLIANCE WITH NEW YORK STATE BUILDING A/C CONDENSERS: Z 13 o CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF 13 I. PROVIDE (2) NEW 5-TON A/C CONDENSERS BY "RHEEM" S.F. REG. S.F. PRO\/. Q POT FILLER EORE55 SHALL BE FOLLOWED: OR APPROVED EQUAL. LIGHT 17.6 S.F. 51.4 S.F. 6 2.PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH D REG'D PROPOSED 4'-4" NET CLEAR OPENINO........... 5.1 S.F. ZONE (SEE THERMOSTAT FOR ZONE DE516NATION). VENT - STOOP NET CLEAR HEIGHT............... 24" MINIMUM 5. INSTALL AS PER MANUFACTURER SPECS. G,D 6.5 S.F. 117.5 S.F. O -TREX DECKING^• -4" RELOCATED W NET CLEAR WIDTH................. 20" MINIMUM 4.INSTALL UPON LEVEL GROUND 6 PROVIDE GROUND H LT d 4 E5 N WINDOW SILL NOTE: SURFACE (GONG. PAD OR OTHER) w/WEIGHT RATING - _ / ;' OIL TANK SUFFICIENT TO ACCOMMODATE GROSS WEIGHT OF • -- - CONDENSER. (2) I'-I"Wxl'-6"H NICHE HV \ -1 I. PROVIDE INTERIOR WINDOW 511_L EXTENSION E SUPPORT. 5. ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY GAS „ R 108 DW 2. FINAL SIZE AND FINISH PER H.O. SELECTION. APPLIANCE, AND AT LEAST V FROM WINDOWS/DOORS - _ b-O 5-10 5-4 q-O q,_q„ REF. I ® q O O O UPPERZ� E PROJECT: 5. FASTEN EXTENSION JAMB5/5TOOLS AT BLOCKING PER a 14 4 O 0 0 _4,_7„ cV MANUFACTURERS INSTRUCTIONS WHENEVER POSSIBLE. ' Q PROP. 6.REROUTE EXIST. COOLANT LINE Q DUCTWORK AS l o 0 FARMHOUSE SINK C WHITE REG.'D;CONNECT CONDENSERS TO EXISTIN6 8 u [o WALK-IN SHIPLAP ® „ EHOOD = • 'n CL. - STAIRWELL WALLS -16-8 PROPOSED AIR HANDLERS NOTED SEPARATELY, d� 0 _ OTYPICAL BATHROOM NOTE: 4'-6"xb'-6" 29 S.F. 1 SHOWER i- PROPOSEDO - - PROPOSED ® ADDITION I. WALL BOARD I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN THERMOSTAT: _ - KITCHEN p ALL BATHROOMS 14 3 ?5 S.F. -� i- w 160 S.F. ' I. PROVIDE THERMOSTAT FOR (4) HVAG ZONES: 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND t TUB SURROUNDS - ZONE I: 1ST FLOOR, FOYER _ 2. SHOWER FLOORS - ZONE 2: IST FLOOR, MASTER BEDROOM 6 V q 11 102 5M/GO 10 0 0 3'-3" 4'--i" VENT DRYER 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON - ZONE 5: 2ND FLOOR, HALLWAY _ 3 t O m MICRO. THROUGH ROOF 230 LESTERS ROAD - ZONE 4: BASEMENT - O 1 H c c _ O 101 m • 2.2. CONCRETE MUD-SET (SLOPE I/8" PER FOOT 2. H.O. TO SELECT MODEL; INSTALL AS PER MANUF. d SM/GO �p � -� �-z - - - - - - �� TOWARDS DRAIN) UPON SPECS; - MATTITUCK NY 11952 103 104 ' N� �-I PROP. � 2.5. WATER PROOF MEMBRANE TO COVER SHOWER 5. THERMOSTATS SHALL BE PLACED IN CENTRAL O O lo"f Q w _5'-WxIO' ISLAND PRO FLOOR, WRAP DRAIN $ ATLEAST IV' UP WALLS LOCATIONS (AS SHOWN, DESIGNATED FOR HVAG PROP' - N v IOq LAUNDRY 7 _ PAr R L - - � ROOM DRAWING TITLE: PURPOSES). BAGKSPLASH . MASTER, = � �- BATHROOM O ' PROPOSED I�S.F. 67 S.F. 4'-4" r' ® VANITY 106 d EXISTING AIR HANDLER TO BE -10 b8 S.F. 2 GREAT ROOM I _ - � ill TILE- PROP. I RELOCATED AND REROUTED AS PROPOSED FIRST FLOOR PLAN H16H EFFICIENCY LAMPS: 5 - WALK-IN S 265 S.F. PER NY5 MECH. GORE i _O ❑ cIO% OF THE PERMANENTLY INSTALLED NEW LIGHTING �' GL 1 HALF GLASS a'0" GL6. - Ilo FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, �n 31 S.F. • DOORS H6HT. in F 3 PROP. AS PER 2020 NY5 EGG R404.1 a I SM/GO AIR HANDLER • FOYER W W L(ATTIG ABOVE) 12 SM/GO 54 S.F. I PROPOSED to - = l0 COVERED HOT WATER PIPING INSULATION: * * Q DN Q d MECHANICAL SYSTEM PIPING AND HOT WATER PIPING • A ' Jl O - III .p PORCH r SHALL BE INSULATED TO AN R-VALUE OF NOT LESS THAN 5 35 S.F. PROPOSED �TREX DEGKIN6� R-S FOR THE FOLLOWING CONDITIONS PER 2020 NY5 EGG AT 4. A77777' A IL tL 112 PAGE: R405.4 t R405 5: °N DINING - O� ROOM AOftk I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING m I0a S.F. MODIFIED L V J ■ _ FLUIDS >105°F OR <55°F (R405.4) 13'-5" 2'-O" I6'-7" 2. PIPING J" AND LARGER IN NOMINAL DIAMETER BATHROOM tA-J.OA"h' mOu it z PROPOSED 4. PIPING SERVING MORE THAN (I) DWELLING UNIT p ' on O ' MUDROOMrvD DT 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE ' _ MANTEL ABOVE f j 5 I- 5. PIPING FROM WATER HEATER To A DISTRIBUTION `A = 105 T55 S.F. 2'46" 5, 2' 6" MANIFOLD PROPOSED TREX RAILING t DATE: 01/17/24 7 OF 17 6. PIPING LOCATED UNDER A FLOOR SLAB Q �' COVERED - 10 AZEK COLUMN WRAP 1. BURIED PIPING tt PORCH Oi 4A 4 ® D 8. SUPPLY 4 RETURN PIPING IN RECIRCULATION SYSTEMS - 156 OTHER THAN DEMAND RECIRCULATION SYSTEMS. -TREX DECKING- cV • SOUND BARRIER WITHIN INTERIOR WALLS 4 FLOOR: AZEK COLUMN WRAP 4 D FILL INTERIOR WALLS # FLOOR WITH INSULATION TO G B • PROVIDE A SOUND TRANSMISSION GLASS (STC) FOR 6'-jV:2 6-2,1/2 6'-?�2" 6-1041, 2-q 8-1 t AIR-BORNE NOISE OF NOT LESS 50 AS MEASURED IN 6 C ACCORDANCE WITH ASTM E q0. 52'-O" 4'-II" " Q. O o" 43'-4" GUBBIES BELOW BENCH i m HANG I N6 SPACE, d - Q CABINETS ABOVE [(�161 1 0 5 10 20 ' GRAPHIC SCALE 1 4 -1-0 �74 FROFOSEI� F I RST FLOOR FLAN , N'9r I,l 51 S.F. HAE31 TABLE SFAGE; 1,651 S.F. GROSS FLOOR AREA SCALE: 114" = I'-O" F�F NEB 0 N L : ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. 5PEG.'s. SEE PAGE "6-003" FOR NAILING $ 5TRAPPING DETAILS. I SEE DOOR SCHEDULE FOR ALL GLA55 DOORS FROM SAME MANUFACTURER *• FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT CONTRACTOR TO VERIFY MANUFACTURER DIMENSION WIDTHS FOR ALL MULLED WINDOWS WOOD FRAME (L.G. STL. DOOR 50HEDULE WINDOW CHART Q I EXISTING TO REMAIN WHEN APPLICABLE) --_-- ____--- - -_-- - -- - - - -- p DOOR MATERIAL EGRESS CLEAR Lu NEW WOOD FRAME (L.G. _ NEW FOUNDATION WALL ROUGH OPENING WINDOW DIMENSION OPENING LIGHT VENT L1J STL. WHEN APPLICABLE) FIRE RATING TAG TYPE MODEL # TEMP PROV. PROV. J C6 TAG DESCRIPTION MANUFACTURER p Q 45 MIN. RATED NOTES WIDTH REO'D: 20' PER UNIT PER UNIT Cy HEIGHT REOV: 24" a-+ WIDTH HEIGHT I- SELF-CLo51N6 (B.FJ (S.F.) Q L _ `N WIDTH HEIGHT WIDTH HEIGHT OPEN REO'D: 5.7 S.F. 1yEW I-HR FIRE RATED ® POST FOR 4" WALLSTURAL O to J 1 1^IOOD FRAME (L.G. 5TL. CD 1�lHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL A DOUBLE HUNG TW2442 2-6 -� 4-4 :2--5 4-411 7,O q p p r- O POST FOR 6" WALLS), U.O.N. SECOND FLOOR NEW 2-HR FIRE RATED __-- -- -- AT DOUBLE HUNG TW2442 2'-6 4'-4 2'-5 4'-4 p '7,0 �4-0 L � z CO 1^IOOD FRAME (L.G, STL. 201 FSINGLE SWING JELD-WEN 2'-4" '1'-O" • J - _ - - --- -- 1^IHEN APPLICABLE) (3) MULLED O O N O -- --- --_-' B _J UN I TS CL '� V) .��- J. 202 POCKET DOOR JELD-WEN 2'-4" 'i'-O" • DOUBLE HUNG TW24510 2'-6 �" 6'-O �" 1E 2'-5 b'-O �" 10.2 5.8 C 0 x0 � N 203 SLIDERS JELD-WEN 4'-O" T'-O" • ��� co .c p m �+� FLOOR PLAN NOTES PICTURE DHP56510 5'-7 6'-O �" 5'-'i 6'-O 28.3 34.0 �_j O � (5) MULLED „ „ C N O � .. DOOR NOTE: 204 SINGLE SWING JELD-WEN �E 2'-6" "i'-O" • G TW24510 2-6 6-O 2-5 6-O 10.2 5.8 Q 0 O NEW LAUNDRY ROOM: JJ DOUBLE HUNG LIF I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT 6 2.COORDINATE PRY HO ROOM 4 DOOR DIM.e 205 SINGLE SWING JELD-WEN 2-6 -i'-O" • O ON PLANS BY 'JELD-WEN' (OR EQUAL). D DOUBLE HUNG TW20410 2-2 �5 O 2 1 5 O g 6.8 4.0 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT H/ SIZE OF EQUIP. - -- - L -A I ON PLANS BY 'THERMATRU' (OR EQUAL). 3.PROVIDE HOOK UPS AS REO'S PER MANU. „ PT DOUBLE HUNG ][_ TW20410 L2'-2 �" 5'-O �" 2'-1 " 4'-0 g" 1E= 0 6.8 4.0 n 3. NOTE DOES NOT INDICATE EACH NEW DOOR 206 SLIDERS JELD-WEN 4-O '1-0 • FROP05ED;SEE DESIGNATIONS 4 DOOR SCHEDULE. �E 4.PLACE DOOR5 4" MIN. FROM PERPENDICULAR DRYER EXHAUST NOTE: E DOUBLE HUNG TW2046 2'-2 4'-e, 2'-I J" 4'-8 g" WALLS, U.O.N. 5. INSTALL AS PER MANU 5PEG.'s I BLL TERMINATE MI EXTERIOR DUCT MI F DOUBLE HUNG TW210510 3'-0 �" b'-O 2'-II 6'-0 1" 7.1 12.q 7.2 b.PROVIDE (2) 2"xl0" HDR., U.G.N. 2.DUCT SHALL TERMINATE N. 4'-0" FROM ANY 7. SEE PAGE C-003 FOR ALL OTHER FRAMING 5.DUCT SIZE A5 PER MANU. 45-P4040- „ ELEMENTS AROUND DOORS (TYR FOR ALL) U.O.N. 4.DUCT SHALL BE EQUIPPED H/A BACKDRAFT DAMPER 6 BAY 20 'i-3 4-I STAIR RAILING NOTE: 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN O2 CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO (2) MULLED • - I. ALL NEW 5 SHALL HAVE MAX. 8-I/4„ RI 4 MIN. 10 CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM H DOUBLE HUNG TW24510 2-6 6-O 2-5 b-o 5.8 10.2 5.8 Tr - RISERSS SHALL BE CLOSED 1 HA '- 2. 6REATE5T RISER HEIGHT IN, A FLIGHT OF STAIRS SHALL SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO (5) MULLED „ „ „ EXCEED 8 FEET AND SHALL BE LISTED AND LABELED J TW24510 2-6 E4-O 2-5 4-O J 6.4 3.-1 3. HEADROOM IN STAIRWAYS SNOT EXCEED THE SMALLEST HALL BE ATTHAN LEAST 6-8 . IN ACCORDANCE WITH UL 2155A. DOUBLE HUNG t , 6.EXHAUST DUCTS SHALL BE MIN 0.016 THK RI61D „ • 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS K CASEMENT GW35 -i-I 5-O "1-O 4-I I 8.6 2'1.6 I-1.2 4.1. BETWEEN CLEAR HEIGHT 4 HANDRAILS: 56" MIN. RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST - - 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 515" MIN. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL LT DOUBLE-HUNG TW2036 :2'-:2 3'-8 2'-I " 4.5. BELOW HANDRAIL, RAILS ON BOTH SIDES: 27' MIN. c��yy58T 0 4.-1 2.8 5. HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN '►, MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER - U ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR LOCATION TO THE WALL OR ROOF TERMINATION. THE M CASEMENT CX25 5'-3 5'-0 5'-2 i" 4'-11 J" q.8 20.7 Iqb OR MORE RISERS, AND WHERE SHOWN ON PLANS. MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 L 6. 6UARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED o o FEET FOR EACH 45 SEND AND 5 FEET FOR EACH q0 WALKING SURFACES LOCATED MORE THAN 30 ABOVE BEND, THE MAX. LENGTH OF THE EXHAUST DUCT DOES N DOUBLE-HUNG-IF TW2436 2'-6 �" 3'-8 2'-5g" 3'-8 �" 5.-I F-5.5 FINISHED FLOOR AI GRADE, 4 WHERE SHOWN T PLANS. NOT INCLUDE THE TRANSITION DUCT. -- -- -- - Q • -1. 36" HIGH GUARDRAIL 4 SPINDLE SPACING NOT TO ALLOW PASSAGE OF A 4" m SPHERE;36" HIGH "' CASEMENT WINDOWS TO HAVE CENTER MULLION ^ ` HANDRAIL. NEW EXHAUST FAN SHALL BE INSTALLED WHERE (D 5. CRIPPABLE RAIL AS PER CODE. O VENTILATION IS NOT MET BY MEANS OF NATURAL Q q. RAILING TO BE WOOD. CIRCULATION THROUGH WINDOWS OR DOORS TO OUTDOOR SPACES AS PER NYS MECH. GODS SECTION OSMOKE DETECTOR / GO DETECTOR NOTES: 405.5.2.5; INSTALL AS PER MANU. SPE05 3 1. CONTRACTOR SHALL PROVIDE CODE COMPLIANT SMOKE /CARBON MONOXIDE: COMBINATION DETECTOR NEW ATTIC ACCESS - PULL DOWN STAIR: HARD WIRED TO EACH OTHER H/BATTERY BACKUP. OO I. MIN. 550 # CAPACITY 2.INTERCONNECTION BETWEEN NEW 4 EXISTING DEVICES 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") SHALL NOT BE REQUIRED WHERE EXISTING ALARMS 3. 1/2 HR FIRE RATED ARE NOT INTERCONNECTED,AS PER NYS R314.4. 4.DEL. FRAMING WHEN NEW OPENING 3.PROVIDE SMOKE/CO DETECTORS AS INDICATED, AND 5. WEATHER5TRIP AGGE55 OPENING 4 PROVIDE R-441 PER GENERAL ELECTRICAL NOTES ON PACE 6-002. INSULATION ABOVE H/HP. FR. (OR EQ.) BAFFLE OR 4.SMOKE /CO DETECTORS TO MAINTAIN V MIN. RETAINER TO PREVENT INSULATION FROM ENTERING HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS DWELLING WHEN OPENED, A5 PER NYS EGG R402.2.4 C 4 OPENINGS TO BATHROOMS H/SHOWER OR TUB. (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE 5. INSTALL ALL AS PER MANU. 5PEG.'s THERMAL ENVELOPE OF BUILDING). 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 6.INSTALL AS PER MANU. 5PECA, - IN COMPLIANCE WITH LOCAL CODE 7. CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. WINDOW NOTE: O I. ALL NEW WINDOW5 4 DOORS SHALL BE ANDERSEN 400 NEW PLUMBING FIXTURES: SERIES, CASEMENT, DOUBLE-HUNG, OR 6LIDIN& (AS O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 402. SEE ALSO PL G UMBIN GENERAL NOTES ON PAGE 6-002. NOTED). INSTALL AS PER MANU. SPEC.'S, T m 2.NOTE DOE5 NOT INDICATE EACH NEW WINDOW PROPOSED; NEW FLOOR: 4 SEE DESIGNATIONS 4 WINDOW SCHEDULE. 10 I. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); 5.FOR SUBSTITUTIONS, SEE NOTE #q IN GLASS WINDOWS SCREW PERIMETER OF SHEATHING 6" O.G. 4 12" O.G. AND DOORS" ON PACE 6-002. INTERIOR. 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE 2,NEW FLOOR FINISH, NATURAL WOOD FLOORING PER H.O. 4 MATCHING DOUBLE HUNG GRILL PATTERN. SELECTION 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH 6.IN GENERAL, TEMP, 6L. SHALL BE PROVIDED: NEW TILE FLOOR: 6.1. FOR ALL SKYLIGHTS 4 OPERABLE PANELS of II I. NEW TILE FINISH (H.O. TO SELECT) UPON 5WIN61N6, SLIDING, 4 BIFOLD DOORS 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON 6.2. WITHIN IS" OF F.F. 3.NEW " DUROGK CEMENTBOARD (OR EQUAL) UPON 6.5. WITHIN 24" OF A DOOR 4.NEW " PLYWOOD 5UBFLOOR BENEATH (GLUE 4 5CREW); 6.4. WITHIN 57AIRWAY5 4 WITHIN 36 OF A LANDING 50REH PERIMETER OF SHEATHING 6" O.G. 4 12" O.G. 6.5. WITHIN TUB/SHOWER ENCLOSURES I N INTERIOR. 6.6. SEE ALSO GENERAL NOTES ON PAGE 6-002 - -1. SEE PAGE 0-005 FOR FRAMING ELEMENTS AROUND WINDOWS (TYP. FOR ALL) U.C.N.;PROVIDE AT A MINIMUM m 2 (2) 2"xlo" HEADER U.O.N. 12 PROVIDE (2) NEW TON HYDRONIG AIR HANDLER: , I. UNITS BY "RHEEM" OR APPROVED EQUAL Q 5.WINDOW FALL PROTECTION SHALL BE PROVIDED PER 2,PROVIDE TONNAGE FOR I5T FLOOR "ZONE I" UNIT I N NY5 R312.2 FOR OPERABLE WINDOWS WITH SILL 14EIOHTS 33 Z LOCATED IN CRAWLSPACE '-5"LESS THAN 24" ABOVE F.F., THAT ARE MORE THAN -72" 3.ROVIDE TONNAGE FOR 2ND FLOOR "ZONE 2" UNIT W ABOVE GRADE OR THE ADJACENT SURFACE AT THE LOCATED IN ATTIC BUILDING EXTERIOR. EORF-55 NOTE: �'-q" 13'-10" 8'-0" 3'-10" o IN COMPLIANCE WITH NEW YORK STATE BUILDING A/C CONDENSERS: N � LT L)CODE,SECTION R310.2.1;THE FOLLOWING MEANS OF 13 I. PROVIDE (2) NEW 3-TON A/C CONDENSERS BY "RHEEM" 4 EGRESS SHALL BE FOLLOWED: OR APPROVED EQUAL. - - - - - - - - - - - - - - - - - - 2.PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH I NET CLEAR OPENING........... 5.-1 S.F. ZONE (5EE THERMOSTAT FOR ZONE DESIGNATION). NATURAL LIGHT $ 5LOPIN6 CEILING NET CLEAR HEIGHT............... 24" MINIMUM 3.INSTALL AS PER MANUFACTURER SPECS. PROPOSED VENTILATION I "W NET CLEAR WIDTH................. 20" MINIMUM 4.INSTALL UPON LEVEL &ROUND 4 PROVIDE GROUND BATHROOM 5 II 202 .fl H FLOOR LANDING F=' SURFACE (GONG. PAD OR OTHER) H/ WEIGHT RATING = 5q S.F. -1 156 S.F. m L - - - - - - - - p WINDOW SILL NOTE: O - AREA 2 -1 SUFFICIENT TO ACCOMMODATE GROSS WEIGHT OF i .9 `I CONDENSER. in ' S.F. I. PROVIDE INTERIOR WINDOW 51LL EXTENSION 4 SUPPORT. 5. ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY GAS ZN S.F. �Q' PROV. 2. FINAL 5IZE AND FINISH PER H.O. SELECTION. q n PROJECT: 3. FASTEN EXTENSION JAMBS/5TOOL5 AT BLOGKINC PER APPLIANCE, AND AT LEAST 3 FROM WINDOWS/DOORS ® . PROV. HVAG REQ 10.41 S.F. S WHENEVER POSSIBLE. 201 RETURN IN MANUFACTURERS INSTRUCTIONS �I = _ 6.REROUTE EXIST. COOLANT LINE 4 DUCTWORK AS GEILIN6 VENT 15.5 � - WHITE REO.V;CONNECT CONDENSERS TO EXISTING 4 REO'D 5.4 S.F. S.F. r= r = PROPOSED AIR HANDLERS NOTED SEPARATELY. - PROP. 1 `fl N 1 O TYPICAL BATHROOM NOTB:, P PROPOSED ' 00 00 _ _ � ADDITION I. WALL BOARD c cv 10 5.F. . 203 BEDROOM O oC L (� t I.I. INSTALL M015TURE RESISTANT GYPSUM BOARD IN THERMOSTAT: I / tORE:.F. O 136 ~ ALL BATHROOMS 14 I. PROVIDE THERMOSTAT FOR (4) HVAG ZONES: O 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND - ZONE I: IST FLOOR, FOYER =_ 206 ' TUB SURROUNDS - ZONE 2: IST FLOOR, MASTER BEDROOM ' - 1 5.-O" GL6. 2. SHOWER FLOORS - ZONE 3: 2ND FLOOR, HALLWAY E • H&HT. 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON - ZONE 4: BASEMENT NATURAL LIGHT & 5M/CO - q 230 LESTERS ROAD 2.2. CONCRETE MUD-SET (SLOPE I/8" PER FOOT 2. H.O. TO 5ELEGT MODEL; INSTALL AS PER MANUF. VENTILATION 2'-O" TOWARDS DRAIN) UPON 5PE05; FLOOR 204 cv q'-O" GL6. I MATTITUCK, NY 11952 2.3. WATER PROOF MEMBRANE TO COVER SHOWER 3. THERMOSTATS SHALL BE PLACED IN CENTRAL AREA 150 S.F. H6HT. FLOOR, WRAP DRAIN 4 ATLEAST IS" UP WALLS LOCATIONS (AS SHOWN, DE5I0NATED FOR HVAG S.F. S.F. BUILT-IN CABINETS m PURPOSES). = REQ. PROV. 8'-D" GL6 205 12 779 m 3 ® RAILING HEIGHT � "- ' DRAWING TITLE: O LIGHT 30.0 HGH7 AIR HANDLER PROF. ' - REO,D 12.0 S.F. S.F. fit (ATTIC ABOVE) HA WAY m � SLOPING HIGH EFFICIENCY LAMPS: VENT I - - LL 5M/CO GEILIN6 j PROPOSED SECOND FLOOR PLAN cIO% OF THE PERMANENTLY INSTALLED NEW LIGHTING REO'D 6.0 S.F. 2&.2 S.F. %uo FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, - � AS PER 202 S 0 NYS EGG R404.1 PROPOSED M/GG 4 _ N BEDROOM PRO\/. HVAGI-I = J A\ D HOT WATER PIPING INSULATION! RETURN IN MECHANICAL SYSTEM PIPING AND HOT WATER PIPING 15o S.F. CEILING Li iv mis to(O-A(4 SHALL BE INSULATED To AN R-VALUE OF NOT LE55 THAN R-3 FOR THE FOLLOWING CONDITIONS PER 2020 NY5 EGG . IA O / PAGE: R403.4 4 R403.5: II 1 'II I II � 7y2 7 ,'� I l I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING 'i- '-7)/2 7 1O- IY► >� ! r FLUIDS >105°F OR <55°F (R403.4) ( �`+ �wlVi. A j-04 . 00 �� 2. PIPING J" AND LARGER IN NOMINAL DIAMETER 3. PIPING SERVING MORE THAN (1) DWELLING UNIT 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE 33'-5 5. PIPING FROM WATER HEATER TO A DISTRIBUTION DATE: 01 17 24 6. P F11N& LOCATED UNDER A FLOOR SLAB IFOLD L 8 OF 17 1. BURIED PIPING 8. SUPPLY 4 RETURN PIPING IN RECIRCULATION 5Y5TEM5 OTHER THAN DEMAND RECIRCULATION SYSTEMS. _ - O im _ SOUND BARRIER WITHIN INTERIOR WALLS 4 FLOOR: 4 O FILL INTERIOR WALLS 4 FLOOR WITH INSULATION TO PROVIDE A SOUNDni f AIRBORNE N ISE OF NT LF-55 50 ASSMISSION SMEASURED N ACCORDANCE WITH ABTM E q0. G G �I I FLAN � 0 5 10 20 FRCFOSEI� JEOOI`l� FLOOR FLA `t GRAPHIC SCALE = � 51-7 HA51 TAE3LE Si�AGE; 51-7 O ROSS FLOOR AREA SCALE: I/4" I'-O" 74 yo FOF NEB 0EI ` ERAL I �50L E I : _ EXISTING TO BE DEMOLISHE NEW PARTIAL HEIGHTD WOOD FRAME (L.G. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) 0 LU NEW WOOD FRAME (L.G. NEW FOUNDATION WALL J CO STL. WHEN APPLICABLE) ,-� NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL Q N WOOD FRAME (L.G. 5TL. POST FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"x&" STRUCTURAL 0 O b7 O F05T FOR 6" WALLS), U.O.N. — C09 WOOD FRAMES (LR.G. 5TDL. •O O N Z 0 WHEN APPLICABLE) 0- •co Lo c 2 X N O 4 -c 0 -+ m -Z; � cJ � � Q a: O -�---� 70 UCL — . - 4� � U � 0 _ o im d El — — — — — — — — — — — — — — — — — Ll I I I Q i I— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I � � m l I � � I j ° I PROJECT: I WHITE I � ADDITION L � iii ui I N J 230 LESTERS ROAD MATTITUCK, NY 11952 - - - - - - - - - - - - - - DRAWING TITLE: I - -" I �° r PROPOSED ROOF PLAN —10'-8" .o - - - - - - - � LJ L — — — — — — - — — — — — — — -I — E PAGE: L J L J L J L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — L05 00 ■ � m m° DATE: 01/17/24 9 OF 17 4 QCFO 0 5 10 20 FROFOSE7) PLAN GRAPHIC SCALE 1/4" 50ALE: 1/4 = I -O tp �j .. 7+� ELF-VATION NOTE5 O TYPICAL ROOFING: I. SEE NOTE AT BUILDING SECTION FOR MINIMUM Q CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR d MATERIAL SELECTION W BEFORE INSTALLATION W JCD IA STANDING SEAM METAL ROOF PANELS; COPPER COLOR ±� N ASPHALT 5HINGLE ROOFING BY 'GAF' (OR EQUAL) O IB (MIN. 30 YR. WARRANTY); BROWN -0 �. O TYPICAL SIDING: I .i } O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM ;S IB 0 0 N z O CONSTRUCTION STANDARDS '0 Lf) d 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION -- -- — _ I (� •— BEFORE INSTALLATION " _q a______._,-____-- _:_. 0 X - - — — N ® HARDIE BOARD 6 BATTEN, 2'-0" 5PAGIN5;CON5T. -- y - � _ � - �- 0 O 0 GRADE CEDAR - ---- — y _.. ___. _ _r - - ca - - - _ HARDIE CEMENT LAP, e5-25"W HORIZONTAL;CON57. — - -'"�--- Q . 2B GRADE CEDAR -- --- - -- - _ .--= ----- - -d- 2C NATURAL STACKED STONE VENEER FINISH NEW A/C CONDEN5ER ON GONG. PAD OR OTHER O3 APPROVED GROUND SURFACE (SEE FLOOR PLAN NOTES) NEW MECHANICAL UNIT FRESH AIR INTAKE: `� -- '-'— —_ 4 INSTALL AS PER MANU. 5PEC:.'5 NEW MECHANICAL UNIT DIRECT VENT: 2B U O INSTALL MECHANICAL UNIT DIRECT VENT AS PER MANU. ------ 12 (D 1 SPEC.'S IN FULL CONFORMANCE w/VENTING m CLEARANCES REQUIRED PER NYS MG a04. s SEE AL50 NOTE ® FLOOR PLANS. ——_ --__- 12 • U Q y D ( 1 — — -----'- ---- -- -- W O NF-57 ELEVATION (RIOHT 5C)E) 50ALE: 1/4" = 1'-0" — — — — — — — — — — — — — — — — — — — — — — — — — — — 35'-O" MAXIMUMHEI—T FROM AVERAGEGRADE — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — \ Z w / IB IA RIDGE HEIGHT \ 0 O ELEV, +54.4' Lu v 10 tF PROJECT: WHITE / / \ / O IB zm ADDITION . — — _ 1 -- DRAWING TITLE: PROPOSED 5EGOND FLOOR - ELEV 3q 2' ' + PROPOSED EXTERIOR ELEVATIONS AT O OA e - Op OD DT I - - — --- -- - i — - -- PAGE: LL JJ OL fill 111NL�I -20 mOO - Iw iF ELEV FLOOR 2q o' DATE: 0 2 /17/ 10 OF 17 — r _ _ F — L I 3 i AVERAGE GRADE i ELEV. +26.3' 2G PROP05ED GRAWLSPAGE 5LAB D'��C,cy, ffLE-T+2-4- ' �5 R � p� J EXISTING BASEMENT --------- ELEV. +21-3' N � � 74 0� NORTH ELEVATION (FRONT) OF 5GALE: 1/4" = P-O" ELF-VATION NOTE5 OTYPICAL ROOFING: - - ---- I. SEE NOTE AT BUILDING SECTION FOR MINIMUM Q CONSTRUCTION STANDARD'S 02. H.O. TO VERIFY FINAL GOL.OR E MATERIAL SELECTION W BEFORE INSTALLATION W Co J M IA GOLORN5 SEAM METAL ROOF PANELS; COPPER Q N •C Lr) ASPHALT SHINGLE ROOFIN5 BY 'GAF' (OR EQUAL) IB (MIN. 30 YR. WARRANTY); BROWN �� _�:�-�= _0 O r- (9 TYPICAL SIDING: - I L- - - ' O I. SEE NOTE AT BUILDING 5EGTION FOR MINIMUM = _ Q (V z CONSTRUCTION STANDARD-S - -_-e--- - - --... :-� -_= _��_ =- 0- coI 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL 5ELEGTION _ - ------ ---------- - ---- BEFORE INSTALLATION -_ - -- - - »� �__ -- ------ ---- --- X CV --- HARD I E BOARD 8 BATTEN, 2'-0" SPACING; GON5T. m C\i® GRADE CEDAR - :.:.: . :.- - - - - - -. - - _.._.._._-----.__ a--+ -J l!) cc - --- - - O2B HARDIE CEMENT LAP, 8.25"W HORIZONTAL; GONST. -- - - -- . . _� . - Q a GRADE CEDAR — — -- - -- _._____ _ _.-. 2G NATURAL STACKED STONE VENEER FINISH NEW A/C CONDENSER ON GONG. PAD OR OTHER O3 APPROVED GROUND SURFACE (SEE FLOOR PLAN NOTES) --s t ONEW MECHANICAL UNIT FRESH AIR INTAKE: INSTALL AS PER MANU. SPEG,'S - - _- g-gig -- - I - - - - -- - ONEW MECHANICAL UNIT DIR.EGT VENT - _ ' -_:=; - ��_ \\ // LL IB INSTALL MEGHANIGAL UNIT DIRECT VENT A5 PER MANU. ---- - - \ SPEC.'S IN FULL CONFORMANCE w/VENTING CLEARANCES REQUIRED PER INYS MG b04. I ( . _ .. x__ -� �� __ _ �y b - - - - - _ -- -- -___ -- _ __ -�-� I - _ __ ----- - — _ _ - - - -- -- - - - - - - - - --- T -- SEE ALSO NOTE ® FLOOR PLANS. E - — — _ - - - _ LLL ---- LANDING ALIGN BAY WINDOW SILL;- COUNTERTOP EXTENSION ------ - --------- -- - dJ - 0 - -- 12.. 2 --- -------------- ---_-------- -" --------_-____--. ---- -- I N. �.. 3 3 4 SOUTH ELEVATION (REAR) 5GALE: 1/4" = 1'-0" 1 _ — -- - - -- - -- - - z Lii PROJECT: 2B __ - _ --- --------- WHITE ----- - ---------- --- ----- ADDITION _ 230 LESTERS ROAD i MATTITUCK, NY 11952 DRAWING TITLE: PROPOSED EXTERIOR ELEVATIONS Li L=j PAGE: 0;oj& 0 0 q. DATE: 11 OF V a I�= _ =�I VkEDAp B.F. jr�1/ �,�� v �� �.•i EAST ELEVATION (LEFT SIDE) N�A 1 5GALE: F�ti BUILDING SECTION NOTE5 NEW ROOFING NOTE (TYI Oj I. INSTALL NEW A5 NOTED ON ELEVATIONS 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS Lu OVER(OR ICE AND WATER ON ENTIRE ROOF UNDER Lu STANDING SEAM METAL ROOFING) I 2 3. INSTALL 15 # BUILDING FELT (U.O.NJ OVER _-_-_-_-_-_-_-_-_-_-_ _-_-_- RIDGE HEIGH CB 4.1/2" COX PLYWOOD SHEATHING (BLOCK ALL SEAMS) J M 5. GAP SHINGLE OVER RIDGE d HIPS (AS REOV) RIDGE PER PLAN ELEV. +54.4' Q +,, N O � 6 D.PROVIDE RIDGE VENT(AS REO' ) T. FLASH ALL VALLEYS 8.INSTALL DRIP EDGE AS RE(= v- 4. INSTALL ALL AS PER MANU. 5PEC.'s TYPICAL ROOF 8 GEILIP40 CONSTRUCTION: z O ATTIC ' L — Z 2 • NEW ROOFING AS NOTED • 1/2" GDX PLYWD SHEATHING (BLOCKING ® AL- PLYWD O CV O SEAMS) U • R.R., G.J., of G.T. AS NOTED ON PLANS (6 SPANS OVER O x0 � N &' INSTALL "X" BRIDGINO ® CENTER OF SPAN, U.O.N.) 0 m Z 6 • PROVIDE 4" THK. 5PRAY FOAM INSULATION (R-28 R--VINGH), FOLLOWED BY R-21 BATT INSULATION (R-4cl � � N p m TOTAL) Q a • PROVIDE 2" THK. SPRAY FOAM INSULATION 6 EAVES LEDGER USE PLAN NOTE FOR NEW EXTERIOR WALL CONSTRUCTION (TYP.): z m INSTALLATION DETAIL O • "TYVEK" HOUSE WRAP (VENTED) (OR EQUAL) UPON SECOND FLOG Q Q • 1/2" COX PLYWD. SHEATI-IINO (BLOCKING 6 ALL PLYWD - = SEAMS) UPON CL O BEDROOM BATHROOM GO-ORDINATE BIROSMOUTH n , • 2"xb" STUDS ® 16" O.G. hi/ DEL. TOP PLATE d) TO ENSURE R.R. NOTCHED N W • MIN. R-21 BATT INSULATION LE55 THAN 255K OF ' • MIN. GYPSUM T I WALL INSULATION O RAFTER DEPTH (TYPJ N i i- NEW SIDING NOTE (TYPJ_ 12 12 O I. INSTALL NEW AS PER ELEVATIONS 2 "TYVEK" HOUSE WRAP (01¢ EQUAL) 6I F-� ` p� PROPOSED SECOND FLOOR 3.INSTALL ALL AS PER MANU. SPEG.'s j _ __ _ qN 4.PROVIDE ALL NECESSARY TRIM FOR PROPER INSTALLATION F.J. PER PLAN L T ELEV. +3q.2' n 1 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL ` W TYPICAL FLOOR CONSTRUCTION: L O I. FINISH FLOORING TO SELECT \ 4 VINYL B.B. 2. 5/4" T45 COX PLYWD. SUBFLOOR GLUED 4 SCREWED SOFFIT L 3. F.J. AS NOTED ON PLANS - AT SPANS OVER D' INSTALL SOFFIT ` - 'X' BRACE ® MID5PAN r 4. MIN. R-30 BATT INSULATION (ONLY BETWEEN FIRST FIRST FLOOR _ = MASTER _ r , FLOOR AND FOUNDATION) O = V 5. 2" THK. SPRAY FOAM AT BLD6. PERIMETER RIM JOISTS i r _ BEDROOM �0 COVERED - - ONEW BASEMENT WALL GONSTRUGTION (TYPI PORCH J ' • VX4" STUDS ® 16" O.G. W/ DBL. TOP PLATE r J '/ Q •'�//�) • MIN. R-15 BATT INSULATION r • 5/8" GYPSUM BD. WALL FINISH r J / - ---- EXISTING FIRST FLOOR �XX�;����� /;� P.T. RIM JOIST P.T. DECK JOISTS �\X���XXX;CXCI\F.J. PER PLAN PITCH PITCH DBL. GIRDER �'I 5 GRADE���-�-GRADE AS PER PLAN AVERAGE GRADE , ELEV. +26.3' o - Oi 6 BASEMENT _-_-_-_-_-_- EX_ISTIN_G BASEMEN ELEV. +21.0, SE0710N 1 - 1/A-501 SCALE: 1/4" = P-O" INSULATION FF-NE57RA7I ON. REOU I REMFN75 F COMPONENT PROPOSED DES I C N CODE PRESCR I PTI\/E VALUE COMPLIES VALUE C,17A7I ON (PER 2020 NY5ECC0) Lu E;I 'ALUE = 0.25 MAX. U-VALUE = 0.320 FENESTRATION U-VALUE . LEAKAGE = 0.30 GFM/SF MAX. AIR LEAKAGE = 0.30 GFM/SF YES PER R402.4.3 4 TABLE R402.1.4 - CLIMATE ZONE 4 U 4" THICK SPRAY FOAM INSULATION MIN. R-VALUE = 4q CEILING R-VALUE (R=1/INCH = R-28) W/ R-21 BATT PER TABLE R402.1.2 - CLIMATE ZONE 4 YES 1 INSULATION 2 \ ui EXTERIOR (2"xb") WOOD MIN. R-VALUE = 20 (CAVITY) a FRAME WALL R-VALUE R-21 BATT INSULATION PER TABLE R402.1.2 - CLIMATE ZONE 4 YES L-- FLOOR R-VALUE R-30 BATT INSULATION MIN R-VALUE = Iq YES �� _ PROJECT: \ PER TABLE R402.1.2 - CLIMATE ZONE 4 FATTIG7 HATCH I " ATTIC \\ WHITE BASEMENT WALL R-VALUE R=15 BATT INSULATION ® INTERIOR MIN. R-VALUE = 13 (CAVITY) AT INTERIOR OF WALL YES i S G.J. PER PLAN PER TABLE R402.1.2 - CLIMATE ZONE 4, NOTE (c) ADDITION FOYER COMPLIANCE STATEMENT: TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN FIRST FLOOR COMPLIANCE WITH THE 2020 NY�S ENERGY CONSERVATION CONSTRUCTION CODE USING GRAFTER 4 [RE]. 230 LESTERS ROAD KITCHEN PANTRY MATTITUCK, NY 11952 0 __-_-'- DRAWING TITLE: MUDROOM 4 BUILDING SECTIONS 3 all a-11\\ 7- ' \ - F.J. PER PLAN ;CXX " 'CX� CXX 7 F 5 O GRAWLSPAGE PAGE: Oz A-301m00 m� DATE: 02/21/24 12 OF 17 SECTION 2-2/A-501 SCALE: 1/4" = 1'-O" ����1M1,."� 'uv'•. E fit', at;� TYP. ROOFING (SEE + SECTION NOTES) TYP. ROOF CONSTRUCTION Q FLOOR SYSTEM AS (SEE SECTION NOTES) NOTED ON PLAN PL�'N I) uj 'SIMPSON' H2.5A LJJ NEW 5TL. GAP FL. 'Al, 'B', FLOOR WOOD BEAM RAFTER TIE RR' Lu M OR '0' (PER BEAM CONFI6) AS NOTED ON PLAN __ _ _ _ _ WELDED TO COL.;SEE CAP DETAILS „ „ II G.J. AS PER PLAN Q NEW 3-I/2 OR 5-I/2 (A5 PROVIDE BEAM SPLICE 8 N NOTED ON PLAN) O.D. CENTERED ABOVE COL. (4) 515 H.D.G. LAG '- (WHEN APPLICABLE) � O � NEW BASE PLA"" 'A' 5GH 40 HOT DIP OALV. WHEN NOTED ON PLANS BOLTS (PREDRILLED) O m E WELDED TO COL.;SEE 5TL. COL. (ASTM AI23) - - - BASE PL. DETAILS FOR AS PER FOUND. PLAN BY PROVIDE BEAM SPLICE _ „ _ r-- 'D BOL.TINO CENTERED ABOVE COL. _ - NEW "SIMPSON" '�, �; C4 51M5 STEEL (OR EQUAL) �-� - LU526 6ALVANIZED i WHEN NOTED ON PLANS O \ I I I+ FASCIA BOARD JOIST HANGER O °i N z 0 PROVIDE GOLD .JOINT EXIST. P. GONG. SLAB = p I I „ _ ( - - - /2- - - a 0 L0 AT GONG. 5EAM5 (TYP) 8 (PATCH AS REG D) d- (4) 5/8 H.D.G. LAG M I 1 � X = CV �_ BOLTS (PREDRILLED) - - - - O BEAM A5 PER PLAN O m0 4- • ° - - - - - - - - - - - - - O 6"xb" P.T. POST (w/PERMAGAST .� p +•-' .- °. LL 0 - - - - - - f ° • • '� -�� // \\� SELECOLUCT ON) AS PER PLAN w/ Q cc � I, a )� )� I - - - 3/8" THK. "SIMPSON" PG64 (FOR 3 PLY BM) Q a _ r - - - - - - - - I II I II „ OR "SIMPSON' BG52-2/4 (FOR 2 ° a O 5TL. PL. /L� 5/8 THK. H.D. EXIST. GRAVEL �- ' � PLY BM) POST GAPS BASE \ „ -- I I I „I- I NEW (3) #5 HOR. O \ / O IOAL\/. PL. REBAR UPON (5) #5 - - - - - - NEW 24"x24"xl2" \ HOR. REBAR (b TOTAL) 5/8" THK. - - - - - - - - GAP PLATE 'G' DEEP P. GONG. PAD 5TL. PL. �411 5/8" THK. H.D. W P __:____- O� EXIST. FILL IOALV. PL. FOR CONNECTION OF ST GO O 3 - 4"FT6. (MIN. 4p00 51) IL. L. T ( ) 15/ WIDE LVL �411 LUMBER OR (5) 2" WIDE OR (4) 2"x WIDE DIMENSIONAL II II II ��•• GAP PLATE CAI LUMBER OR 5.25" WIDE PSL, AS WELL AS (2) 1-5/4" WIDE STEEL COL.. � 24 x24 N 12 fTV. DETAIL LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER A- 401.00 SCALE: 5/4" = I'-0" FOR CONNECTION OF STL. COL. TO (2) 1-5/4" WIDE COVERED FRONT FOROH DF-TA I L 0 • LVL LUMBER OR (:2) 2" WIDE DIMENSIONAL LUMBER A-401.00 n1 OR 5.5" W W WIDE PSL SCALE: 5/4" = 1'-0" MDD 4_j W 8 I' • - TYP. ROOFING (SEE SECTION NOTES) PROVIDE BEAM SPLICE Pj" - rj II I I II CENTERED ABOVE COL. (4) 5/8" H.D.G. LAG /2 TYP. ROOF CONSTRUCTION FLOOR SYSTEM AS WHEN NOTED ON PLANS BOLTS (PREDRILLED) (SEE SECTION NOTES) N NOTED ON PLAN �411 '5IMPSON' H2.5A NEW 5TL. GAP FL. 'A', 'B', FLOOR WOOD BEAM - - RAFTER TIE OR '0' (PER BEAM CONFI6') AS NOTED ON PLAN - O �� \ _ - - - - - 0 3-I/2" O.D. SGH. 40 HOT v J WELDED TO COL.;SEE GAP - - - - FL. DETAILS „ „ - DIP GALV. STL. COL. NEW 3-I/2 OR 5-I/2 (AB - I I NOTED ON PLAN) O.D. 1I> I - _ (ASTM AI23) AS PER NEW BASE PLATE 'A' 50H 40 HOT DIP 6ALV. - - - - - - f - - - - PLAN WELDED TO PL. Q WELDED TO COL.;SEE 5TL. COL. (ASTM AI23) O O BASE PL. DETAILS FOR AS PER FOUND. PLAN BY \�-" �� 8"X8"x5/5" THK. G.J. AS PER PLAN (WHEN APPLICABLE) SIMS STEEL (OR EQUAL) �`� STL. BASE PL. FA501A BOARD PROVIDE GOLD JOINT EXIST. P. GONG. SLAB 5/8" THK. (4)II I II 5/8 THK. H.D. 00 O (PATCH AS REG'D) (4) 1/2" HOOKED ANCHOR AT GONG. SEAMS (TYP.) EXIST. PL. �4 BOLTS EMBEDDED INTO NEN�' GALV. PL_ FOOTING MIN. 4" W/ BEAM AS PER PLAN 6ALVS JOIST 0HANOER5 ° • GAP PLATE 'S' OVERSIZED WASHER 4 (OR APPROVED EQ) END NUT SETUP FOR WIDE 1 � 4 Y ` O` _'_;;'_ % �I a•, °' ° C CONNECTION OF STL. COL. TO (5) I-5/4" °° ° _ LVL LUMBER OR (5) 2" WIDE OR (4) 2" WIDE EXIST. GRAVEL • .. -BASE ��_ „ 1 DIMENSIONAL LUMBER OR 5.25 WIDE P5L EASE PLATE A ° ==r==-i=r�= W (5) #5 HOR.NE= == FEAR UPON 5 b"xb" P.T. P05T (w/ PERMAGAST _ R NEW 36"x36"x18 O " I i` #5 HOR. REBAR COLUMN CASINO PER H.O. SELECTION) A5 PER PLAN w/ DEEP P. GONG. PAD O I a " (10 TOTAL) FT6. (MIN. 4,000 PSI) \� I � EXIST. FILL J "SIMPSON" P064 (FOR 3 PLY BM) OR "SIMPSON" 5052-2/4 (FOR 2 II II II 3 STEEL COLUMN CAF BASE FLATS DF-TA I LS PLY BM) P05T GAPS 2 STEF-L C:OL. 36 N56 N 18 FTC. DETAIL A-401.0o SCALE: 5" = 1'-0" A-401.00 SCALE: 5/4" = I'-O" 2'-0" LAP (TYP) COVERED 5N SIDE PORCH DETAIL_ A-401.00 SCALE: 5/4" = I'-O" N --, w PROVIDE 3" (MIN.) GONG. COVER ---------- _-- � Z AR HIN FOUND`. WALBLS E PI.rCONG. FTT65. PROVIDE STRAPPING # NAILING I I II AS PER CONNECTION 'D' IN I I I "TYPICAL NAILIN6/5TRAPPIN6 -------_--=t-_ -- V PROTI INSULATION WEEN CAVITIES SHEAR, 4 LATERAL RESISTANCE" ( I II PER ENERGY TABLE ON PACE 0-003 ® EA. STUD. (WHEN APPLICABLE) ------- ----- II II I)FLOOR SYSTEM AS NEW (2) 2"xb" P.T. SILL PLATES I H NOTED ON PLAN UPON SILL SEAL UPON COPPER #5 REBAR (TYP) II I I iI p TERMITE SHIELD Q II J NEW 5/8"0 HOOKED ANCHOR #5 BENT I 1 PROJECT: BOLTS ® 34" O.G. w/ 3" SQUARE REBAR (TYP') iv I 1 WASHER 8 ENDNUT I I I HORIZONTAL REINFORCEMENT OF FOUNDATION WALL5 PROVIDE STEPPED FOUNDATION WALLS 6-0" OR GREATER IN HE16HT WITH WHITE Zr e ( I ADDITIONAL CONTINUOUS HORIZONTAL REINFORCEMENT AS FOLLOWS: NEW #4 CONT. HOR. REBAR 6-5": #4 REBAR ® BOTTOM, MIDDLE, $ TOP OF WALL (3 TOTAL) ADDITION G' ( NEW P. GONG. FOUND. ® TOP BOTTOM OF >L- #4 REBAR ® BOTTOM, MIDDLE THIRDS, 8 TOP OF WALL (4 TOTAL) PROVIDE 3" (MIN) GONG. COVER ''ll 'a I I FOUND WALL (2 TOTAL) OF ALL REBAR WITHIN P. GONG. II, I I FOUND. WALL5 4 P. GONG. FT6'S. PROVIDE STRAPPING # NAILING II WALL (MIN. 4,000 PSI) AS PER CONNECTION 'D' IN 04 HOOKED VERT. II , REBAR ® 48" 0.0. II 230 LESTERS ROAD TYPICAL NAILIN6/STRAPPING °Ila PROVIDE ETWEEN GAVITION IES SHEAR, 4 LATERALOUIREMENTS RRESISTANCE" jl a ADJOINING FOUND. WALL NEK #4 VERT. REBAR 48" o.c. MATTITUCK, NY 11952 PER ENERGY TABLE ON PAGE 6-003 ® EA. STUD. II ° CORNER CONNECTION (WHEN APPLICABLE) ° II ° d ° d `e. ° d II ..' NEW #5 HOR. REBAR e ° . 43 ° ° ° NEW (2) 2"xb" P.T. SILL PLATES a II SPACED VERTICALLY °_ I____a_______-_' �'. =�_'=c"__ DRAWING TITLE: FLOOR SYSTEM AS UPON SILL SEAL UPON COPPER ASPHALTIC DAMP II GRADE 12 O.G.;DRILL d ad, , -- ------------ -------------- -----< `_-->a NOTED ON PLAN I „ a ° I_ d., ° GRADE TERMITE SHIELD PROOFING TO EXTERIOR I EPDXY PIN 4 INTO a 11 d ° ' e a II ° II d DESIGN DETAILS ADJOINING FOUND. II `a e n a° ° . 11111 '°. #5 REBAR (TYP) 2'-0" LAP WALL U51N6 OUIKRETE ae al e p " n a ° II A., I °(TYP) HIGH-BTRENOTH c= == a=� I I . "a ° ° ° '° ° II a °a ° ° e d I ° . II ( ANCHORING EPDXY a II d ° I NEW 5/8"O HOOKED ANCHOR 41 II ° �{I I ° 4 e BOLTS ® 39" O.G. w/3" 5GUARE I (OR EQUAL) a ° II '° < en r a 11 ' WASHER ENDNUT II - ------ r- -t-- ------- a a II a a °d °°."n ° ed a ° ° °° ° d1 " " II °'ae P. GONG. FOUND. WALL ° ° a e ASPHALT DAMP (MIN. 4,000 PSI) ail ° p I I -- Ii'. ° ° I ° a II a - _I I - -_-_� °d a° ; II Z ) PROOFING TO EXTERIOR II a --dJ r-------------- - ---- II n II ° d °� II, n 8„ q„ . I I e a I a n#4 HOOKED VERT. r- �, #4 HOR. GONT. REBAR ® _________ _ ° � ° °� a ' a d °I I d ` n> ° - PAGE: REBAR ® 48" O.G. I a a a ------- ° ° d ° d d. II GRADE TOP, MIDDLE, $ BOTTOM OF II -- -- _--� - - MIN. II I n' 41 O .L #4 HOR. CONT. REBAR ® TOP d as II ° I NALL (3 TOTAL) II°" _ I II Ij a e ,II na e ° a' IPa c °_-�° _#_--------- ---- II ° d ° Old BOTTOM OF NALL (2 TOTAI-) 8 ` - I I I I I I ° Q° " °. IIn II n °° ° a II II P. GONG. GONT. FT6. II �- I ------ --- a a _ ------ �- ---_� a n " A moo °I - - - (MIN. 4,000PSI) I -_ ----- --=h--I -- ------- - -, e 81111 " . . ' a P. GONG. FOUND. WALL I 1I .n L I 11° Q' ° ° ° ° IIII d .. I I I d , < (MIN. 4,000 PSI) I I -_ ' -_._ s-- II II ° - -- -- I I II ° II Ad d " Ilil° c^ II ---�- - ---a ° P. GONG. CONT. FTO, a Ii p Z- ! 4" P. GONG. SLAB It° I I1 d a . a "II° e c = u (MIN. 4,000 P51) I - _I 1 (5) #5 HOR. GONT. REBAR II n I I1 II d II a . ° ° ° II a,,,' . . a°.' I d Q-� a ea II . d II" n . n . DATE: OZ/17/24 13 OF 17 II° #5 BENT c- _____ 'II ° de_ __ - - �_ Il---- ---- I-=7 I - b"xb"-IOxIO W.W.M. BETWEEN I ° - I NEW #5 HOR. REBAR - a -_? -71r__------ - n (3) #5 HOR. GONT. REBAR II ( _ - O - II O ( I I REBAR (TYP,) (3 TOTAL) - DRILL rs II ' n °II ° IIII V.I.F. NUMBER OF STEPS REQUIRED CENTER 8 UPPER � OF SLAB I 1 d II n 4" P. GONG. SLAB II'e I - _ SECURED IN PLACE DURING POUR e II e - 1 _ fV I I I EPDXY PIN b" INTO " n° II ° . ° e a! all' ° IIII ° ADJOINING FT6. II n ° d II° a �_�Ij _=_____ I PROVIDE 3" (MIN.) GONG. COVER ° e 4 a a a 4 "II - " °.. II 7�-.- - -.--- I USING QUIKRETE y ° d IT- OF ALL REBAR WITHIN P. CONC. HIGH-STRENGTH °IIn II II e FOUND. WALL5 8 P. GONG. FTO S. 1. ,`Y` )t'1 JI + ) ), �'l - �.,)( 7 ) JI I - -�- ANGHORIN6 EPDXY °-- ° n II 4 �'• �- I_ I ham'i(� )' 1r i 1 _ ( II - _ °• }• �- _--_==== i== NEW #4 BENT VERT. REBAR ® 16 O.G. �r 1' 4",zJ 'r .,.5 _ _ r.�l `'':_.J 4r•A � I I (OR EQUAL) -IL->T 6 MIL POLYrd md.° U HOOKED BENEATH HORIZ. REBAR A fib" --MOISTURE RETARDER - - - - J MOISTURE RETARDER I -. I I IIII 11 n - I 4" GRAVEL BASE+III 4" GRAVEL BASE " I " I " d II - i -- - - I II d °II ° NEW I6" HIDE x 8" DEEP. P. CONC. I I I 4 I __-_ _-___ -4 _ - -- -L_�lL_-_____L�== STEPPED FT6. (MIN. 4p00 PSU "'' „ O PROV. GLEAN -- PROV. CLEAN I I I __ .____V I ----- -- - �'--a ---. ° --� COMPACT FILL -Y-- I ---- COMPACT FILL I - -- - ° a - - _�� 1 1 m a 3" MIN. NEW#5 HOR. REBAR (3 TOTAL) I ------� I I -------- I �.-1 ---- i I ------ _ -- -- I T GONNEGTI ON MIN. �► (�- ADJOININ6 FT6. 2'-g" 2'-5" ��`� a374 -,tA() OF NE FOUND. NALL DETAIL (ORANLSFACES) l FOUND. NALL DETAIL (BASEMENT) 8 REBAR OVERLAF DETAIL STEPPED FOUNDATION DETAIL A-401.00 --- SCALE: 5/4" = I'-o" A-401.00 SCALE: 5/4" = I'-O" A-401.00 SCALE: 5/4" = P-O" A-401.00 SCALE: 5/4" = 1'-0" 8" THI OK RE I NFOROEID CONCRETE O S AB a a O RASS SHOULDER AREA (TYP.) I N ETD�RTE �RME ON o OR DEFINED SURFACE GONER � HEADER AS SECURE HANDRAIL TO WALL ON AT LEAST ONE SPECIFIED ON SIDE OF STAIR IN ACCORDANCE w/MANU. SPEG.'s; Q :t CV PLANS AND NOT PROJECTING MORE THAN 41s" INTO Lr) PITCHED METAL STAIRWAY;SEE HANDRAIL GRIP SIZES ADJACENT O _ JOIST HANGER BY = O '51MPSON' OR EQUAL - - - '� � (.0 \ 5EOOND FIN 15HED FLOOR — _ o o N z o i I _ 2 x c\j _ I ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ O Goa-J --- — �'s° MIN. SPACE BETWEEN I- ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ I .-, 4-1 Lr) WALL AND HANDRAIL \ Z c O O co , I I ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ - �— Q a � O /4, PINE RISER s/4" PINE TREAD 57ANDARDS FOR O R I FFABLE HAND RAIL Lu OL I ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ { 1 I- 5CALE: NTS 1 ' 1 - [o„ X O GROSS SECTION =— - 4 a�z HANDRAIL CIRCULAR NON-CIRCULAR MIN. �q _ — Iwi Y4" RADIUS o51NG CLEARANCE p z I ! I "0 (NOT INCLUDED IN I — TREAD DIMENSION) ' 4"-6y " CAPREO ST GONG. (, _ V:2 \ �4"_2'� PERI 2y4" O ROUND LEACH I NO RI NO. SEE • "a MIN. METER MAX WATER OALOULATIONS ON W / S 1 TE FLAN FOR REO'D 4--J N N EFFEOTI\/E DEPTH ; -�- L \ 2 -O ID I AMETER AS 2 -0 -� ow MIN. FER SITE PLAN MIN. 0 c m \ CLEAN SAND l$ ORA\IEL FILL � (5) 2"xl2" STRINOER5 ® w/ R-21 • INSULATION, IF UNDERSIDE 15 FACING tt STORAGE/NON-HABITAL SPACE ^ ` I \ LIM w STORAOE UNDER YY GYP. BD. I I STORM WATER DRYWELL DETAIL (WHEN AFFLICALBE) I, A-402.0 01 SCALE: I/2" = I'-O" MOWN — \ N TREATED 2"xl2" SILL FOR CONTACT 5/4"xb" P.T. w/ GONG. (IF APPLICABLE) DECK BOARDS P.T. DECK JOISTS AS NOTED ON PLANS FIRST FINISHED FLOOR 5/4" x REQ'D HEIGHT P.T. RISER o ° 5/4"xb" P.T. - - - - - - - - - - - - DECK BOARDS 2"x BLOCKING ® EA. STRINGER TO MATCH SIZE OF P.T. DECK JOISTS FASTEN STRINGER TO BLOCKING (MIN. 6 l o INTERIOR MOOD STAIR DETAIL FASTENERS) A-402.0 "°SINS SCALE: 5/4" = I'-O" CrIrpJ I 2"xl2" P.T. 5TRINOER5 ® 16" 4" THK. x 8" WIDE x WIDTH O.G. (MIN. 5 STRINSER5 OF STAIR P. GONG. PAD V. EA. STAIRWAY) 2"xb" P.T. BLOCK IN BETWEEN NO rE° EA. STRINGER. FASTENED TO XX ALL DECKING SHALL BE FASTENED P. GONG. PAD w/ Iq/64" x w/ COATED DECKING SCREWS BY to 5-1/2 CONCRETE SCREWS BY r "DECK MATE" (OR EQUAL) ~ "CALIBURN" (OR EQUAL) - MIN. Z (5) SCREWS PER BLOCK qo,, MIN, w GRADE SRADE U 12 EXTERIOR MOOD STAIR DF—TA I L a A-402.0 50ALE: 5/4" = I'-O" PROJECT: �Q WHITE z N ADDITION `fl JU N ((Opp SIMPSON H2.5A RAFTER IY1 �( Q 51MP50N H2.5A RAFTER TIE (OR EQUAL) }" Q- MIN. 4" BETWEEN EDGES OF TIE (OR EQUAL) Q m I-I/2" SQUARE BALUSTER 5/4"xb" P.T. DECK 5/4"x6" P.T. DECK 230 LESTERS ROAD (STYLE TO SELECT) 5/4"xb" P.T. DECK BOARDS BOARDS \ BOARDS _ F MATTITUCK, NY 11952 SIMPSON H2.5A RAFTER TIE (OR EQUAL) (2) 1/2"m HOT DIPPED SALV. I I DRAWING TITLE: 5/4"xb" P.T. DECK (2) 1/2"0 HOT DIPPED SALV. BOLTS ® EA. POST w/ OVERSIZED BOARDS BOLTS ® EA. P05T w/ OVERSIZED P.T. D.J. AS z =_= i WASHERS 4 END NUT PREBORED P.T. D.J. AS DESIGN DETAILS P.T. D.J. AS = Z =_= WASHERS 4 END NUT PREBORED PER PLAN (V INTO BEAM, POST,DECK TIE 4 PER PLAN PER PLAN N _ O BOA BEAM, POST,S D E K TIE 4 = RIM BOARD A55EMBELY RI P.T. BEAM AS NOTED (2) I/2"� HOT DIPPED GALV. - P.T. BEAM A5 NOTED cV Z _-_ SOLID BLOCK ® 12" O.G. BOLTS ® EA. P05T w/OVERSIZED --- SOLID BLOCK ® 12" O.G. (2) SIMPSON DJTI4Z (I) I/2"� H.D. SALV (2). THRU EXTERIOR SHEATHING AS P.T. D.J. AS _ Z = WASHERS 4 END NUT PREBORED J01OIST TIE DJTI.4Z PER SECTION NOTES PER PLAN cV- INTO BEAM, P05T, DECK TIE # (2) SIMPSON DJTI4Z (I) I/2 � H.D. SALV. THRU DECK JOIST TIE ® BOLT w/OVERSIZED WASHER DEECKCK J DECK JOIST TIE ® BOLT w/OVERSIZED WASHER EA. POST 4 END NUT PREBORED INTO EA. POST SIDING MATERIAL AS PAGE: = RIM BOARD A55EMBELY EA. POST 4 END NUT PREBORED INTO P05T 4 DECK JOIST TIE P.T. BEAM AS NOTED POST 4 DECK JOIST TIE PER BE NOTES SIMPSON GALV. ABA66Z SIMPSON SALV. ABA66Z BUILDING PAPER 4 HOUSE WRAP SOLID BLOCK ® 12" O.G. "SIMPSON" ABA66Z TO FULLY OVERLAP FLASHING ® COLUMN BASAd E 6'xb' P.T. POST POST BASE (OR EQUAL) 6'xb P.T. POST POST BASE (OR EQUAL) M 'm 02mOO (2) SIMP50N DJTI4Z / (1) 1/2"0 H.D. GALV. THRU cV b"xb" P.T. POST cV (V DECK JOIST TIE ®J BOLT w/OVERSIZED WASHER EA. P05T 4 END NUT PREBORED INTO 114 GRADE ORADE ORADE "Z" FLASHING • II ° I I 11 ° 10 � 50NOTUBE FILLED n flljf� 12 4 50NOTUBE FILLED •III i111 N.O.N. P.T. DECKING SIMPSON ABA44 POST 4 DECK JOIST TIE IS"� SONOTUBE FILLED I Ih• n 50LID w/ P. GONG. ° ' PLAN/ „ I• II III�I SOLID w/ P. GONG. IIIPI SAP FOR SEGTION/D'ETAIL5) DATE: 01 17 24 ® COLUMN BASES SOLID w/P. GONG. I� U II ° (MIN. 4,000 P51) \ °11U1I (MIN. 4,000 PSI) �IUII DRAINAGE 14 OF 17 c, 4"x4" P.T. P05T (MIN. 4,000 P51) °• I W° I I I I I I •° °• I l I GRADE 11 II r ° III (2) #5 BENT REBAR 11 II SQUARE FOOT SF-22 SQUARE FOOT SF-28 (CENTER BETWEEN z_ -- 12"4' 'SONOTUBE' FILLED it (2) #5 BENT REBAR CONCRETE FOOTING PARALLEL REBAR IN FTC) CONCRETE FOOTING - SOLID W/P. GONG. °I1 D I I (CENTER BETWEEN I I FORM FILLED SOLID _ �11 - FORM FILLED SOLID p PARALLEL REBAR IN FTC) I w/ P. GONG. (MIN. p (5) #5 HOR. REBAR w/P. GONG. (MIN. pf y (MIN. 4p00 P51) D z_ I I I I i P 4,000 P51); INSTALL U UPON (2) #5 HOR REBAR 4,000 PSI); INSTALL ! METAL DTT DECK TENSION �tED . I r I I PER MANU. SPECS. (5 TOTAL) COORDINATE I PER MANU. SPECS. JOISTS AS PER PLAN FASTENED w/(2) Z TIE BY 'SIMPSON' (OR S (2##5 HOR. REBAR UPON (2) I I h z w/ PLACEMENT OF BENT I I ° ; I ° 5 HOR REBAR (4 TOTAL) III I ° (4) #5 VERT. REBAR I I , , I _ 5/8 4' x 5' LONG HEAVY DUTY GAL. FLASHING - o__ REBAR II II LAG BOLTS ® 16 O.G. INTO MUD 51LL 4 EQUAL) - � ° °II II RIM BD.;WHEN ® FOUND. WALL FASTEN COUNTER ° ' =--- --- w/(2) 5/5"0 x 5" LONE APPROVED FLASHING P.T. DECK JOIST AS PER PLAN 4 5„ MASONRY ANCHORS ® 1611 O.G. a D 4„ FOUNDATION WALL N'1 d374 . 0� EXTERIOR WOOD DECK DETAIL EXTERIOR WOOD DF—OK DETAIL I EXTERIOR WOOD DECK DETAIL I EXTERIOR WOOD DECK DETAIL I - LEDOER OONNEOT I ON DF—TA I L o�°F N A-402.0 I� 5GALE: 5/4" = I'-O" A-402.0 �I 5GALE: 5/4" = P-O" A-402.0 5GALE: 5/4" = I'-O" A-402.0 SCALE: 5/4" = 1'-0" A-402.0 5GALE: I" = I'-O" (w/ 12 0 FTC.) (w/ 18 (P FTC.) (w/ Sf-22 FTO.) (w/ 5F-28 FTO.) 17'-2" 40'-2" EXISTING TO BE DEMOLISHED � NEW PARTIAL HEIGHT - - - - - - - - - - - - - - - - WOOD FRAME (L.G. STL. Q WHEN APPLICABLE) EXISTIN6 TO REIMAIN L NEW WOOD FRAME (L.G. NEW FOUNDATION WALL 8B ; ^�J W STL. WHEN APPLICABLE) _j co co 14 NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL 0 10 '�`� C - - - - - - - - - m •p Ln WOOD FRAME (L..6. STL. ❑ P05T FOR 4" WALLS O O 0 WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL - P05T FOR 6" WALLS), U.O.N. - 3 ® K ® I in y2° >- co NEW 2-HR FIRE RATED z z 6 - - 6 J z WOOD FRAME (L..6. 5TL. O �_ N 0 •--- WHEN APPLICABLE) - - NEW (2) 2''xlo° P.T. a •OLo e V DROPPED BM. �j T v V o = Ao oo aE p X N 05T 4 COLUMN DE51ONA71ONS: ALIGN ' STRUCTURAL PLAN NOTES . ' I _ P :c �%z p O POSTS 4 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED ttl � � � � � � m ',�,, � AS FOLLOWS. NOTE THAT THE DESIGNATIONS DO NOT IMPLY 15-5' z ® 12 z ® 4D E.i O SPLICED STRUCTURAL MEMBER: SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED I I - _ F_ -1 NEW (5) 1.75"xa.5" T.J. 2.OE I-10 _ _ _ - _ - � N 0 cc Ln 1 STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES 4 STANDARD I MIGROLLAM LVL F.J. - - - Q O a O ACROSS BEARING POINT. PROVIDE SPLICES DIRECTLY FRAMING REQUIREMENTS. �- ABOVE INDICATED POSTS/GOLU'MNS. STACKED P05T/COLUMN: 4D L 7A 5 ® A2 (2) 2-1 POST g2 (2) 2"xb" POST is- 8B I 15 3A 3A p O V.I.F. EXIST. (3) 2"x6" EXIST. HDR 4D LOCATE INDICATED POST/COLUMN BENEATH POST/COLUMN ! G -j 1u NO ADDITIONAL LOADING ON FLOOR ABOVE. �0 ( ( cv Lu>oo HDR (OR RIM JOIST) - - - - - - - - STAGKED P05T/COLUMN: q3 (3) 2'x4" POST < �+ > -i m�1 OR PROVIDE NEW UPON EXIST. HDR PROPOSED 13 ' (3) 2"xb" POST pp O2B ROVE POST COLUMN ON B3 J NEW FAMILY O y N Q 15 - - - - - -�• LOCATE INDICATED POST/COLUMNA / 10 O ROOM n Q O N J FLOOR BELOW. r J Q J A4 (4) 2"x4" POST B4 (4) 2"xb" POST V 2 I 403 S.F. x-A K J x J� B 3A A�6NDSTUDS OF BEARING WALLfS TO LAND DIRECTLY A5 (5) 2"x4" POST 65 (5) 2"xb" POST 6 tp d m�w O I I r,Q«+ NEW 2"xl0" F.J. AS INDICATED BY DASHED OUTLINE. HEATED EXIST. J � FINISHED^• � .-x t�z ,�J� ® I6" O.G. � UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. m - 0 Q G.H.=7'-O" FINISHED FLOOR 9 w-i a GL m O N EXIST. MEG . m INTERIOR LOAD BEARING W,�LL: s 0 O TO FINISHED GEILIN6 Q z N w lu v EXISTING ROOM I U • O3B 3-1/2" O.D. 5CH 40 5-1/2 O.D. SCH 40 , H O 1 -� Q m ( z RECREATIONAL I bB AS INDICATED BY HATCHING. 5TL. COL. ASTM STL. COL ASTM u� cV - J cV - lulu i ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY UPON 0- -�G ( 0---� ( - ® u, IL zin 7 - - SPACE AI23) BY SIMS AI23) BY SIMS w x w ® ;) Qa Nr=k(5) 2"x8' -HEATED- T M F.J. OR BEAM (WHEN APPLICABLE) BELOW. OQ ��R w - 7AFINISHED^ NEW w STEEL (OR EQ.) STEEL (OR EO.) z -j z x Q 4 HOLDOWN (IST TO 2ND FLOOR): r N J IMP60N BA HNC � G.H.=7'-O" FINISHED FLOOR CRAWLSPAGE - HOLDOWN 'A' AS PER PAGE 6-003 ^� I qB N J� G ® SUPPORTING F.J. G TO FINISHED CEILING u- 220 S.F. I 4-4„ I I N POURED CONCRETE AND STEEL REINFORCEMENT NOTES: lL 'C HOLDOWN (FOUNDATION TO 157 FLOOR): X p - ; _ 4D HOLDOWN 'D' AS PER PACE 6-003 I O N L( ❑ ❑ ❑ u z U�1 Oi Xj DEL. D.J. I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT 10 0 - 7B O I. POCKBEAM ET SHALL PROVIDE BEARING SUPPORT TO FULL DOWNWARD FROM THE BOTTOM OFCKETt FOUNDATIONS BY AN ANOLE OF DEXIST NO ADJACENTOJECTED RFOOTIDN65. I I 15 O Q111 z i0 OO n1 ry qA I II STRINGERS z I I r , WIDTH OF BEAM, FOR A LENGTH OF � THE WALL SB N 00 EXISTIN6 cV J L_ r-� THICKNESS (3.5" MINIMUM). 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION t} Q Z? RECREATIONAL 0 3 �Q� _ _ I o m I V J O II NEW 2"xy, I SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR E tL z lu- O2 kL 2. PROVIDE �" AIR SPACE AROUND END5 AND TOP OF --- -- - - X P.T. D.J. • BEAM TO PROMOTE AIR CIRCULATION ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER 4D -HEATED- Q =z w H NEW 2"xl0" F.J. I Q 0 ENCOUNTERED. F- ® I6" O.G. N 3. PROVIDE COPPER FLASHIN& BETWEEN ALL WOOD AND -FINISHED- x O O N Q X CONCRETE INTERFACES „ J Qw ® I6" O.C. 12 H I r1 1 4. BEAM SHALL REST ON 6AL4'. STEEL SHIMS;GROUT IN 3. POURED CONCRETE SHALL BE KEPT M015T FOR A MIN. OF 14 DAYS. = 6° G.H.=6'-8 FINISHED FLOOR J N Q gg I z 0 am tjJ PLACE ONCE BEAM PLACED. 12 4D TO FINISHED GEILIN6 Ul Q N �j Z _ 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT � bD X O u J MODIFIED Q zza- - - - - - - - �- ', DD.J. 28 DAYS AND SHALL CONFORM TO THE CURRENT AGI 515 CODE. m w H z STRINGERS FOUND 4 POSTS FOR WD. DECK: 14 � Q-N O GL• �' • ' •: a NEW (2) 2"xl0" P.T. _ Q- kQ, Oil b� 4"x4" P.T. POST UPON 12"0 P. GONG. PIER, 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED CARBON STEEL x I DROPPED BM. ® v Q v � u z" r - - - - - - - - J AS PER DETAIL 13/A-402. A5TMA615 GRADE 60. WWM FOR SLABS DO NOT NEED TO BE 13_ STAIR 5TRINOERS• x p0 x QO �j Q z EXIST. 4D FOUND 8 POSTS FOR AL). Df=GK: COATED. - _ FASTEN TO - O O N BATHROOM _ _ _ _ _ _ _j I N dJ - ABUTTING DROPPED Q� W � Z M.< 15 1 Obg b"xb" P.T. P05T (w/ PERMAGAST' COLUMN CASINO PER 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS I BM. w/SIMPSON z ® z ® MODIFIED - - - - - - H.O. SELECTION) UPON 15"0 P. GONG. PIER, AS PER SHALL BE 5TAOOERED. p ' 1 LU52&-2 HNOR. EXIST. HDR UTILITY NO ADDITIONAL LOADING 13 14 u) DETAIL ALL B02. �� I bG bG 6G 12 UPON EXIST. HDR PROPOSED O Oi POST SHALL BE CONTINUOUS TO BEAM SUPPORTING ROOF 7. PROVIDE MECHANICAL DEVICES TO HOLD STEEL 4 HARDWARE IN ILi � �� �� STRUCTURE. PLACE AT TIME OF POURING 4 MAINTAIN REQUIRED CLEARANCES, - - - FOUND 4 POSTS FOR WD. DECK: COVERAGES, AND PLUMBNESS. U 6G b"xb" P.T. POST (w/ PERMAGAST COLUMN CASINO PER - NEW_2 _.-aK. NEW 2 2"xl0" NEW 2)2"xl0" - 5. CEMENT SHALL CONFORM TO ASTM G-55 FOR STANDARD WEIGHTDRP. BM. P.T. DRP. BM. P.T. DRP. BM. - H.O. SELECTION) UPON 10"� P. GONG. PIER UPON SQUARE _ FOOT" 5F-22 CONCRETE PAD FOOTING, AS PER DETAIL CONCRETE. 4D I5/A-402. b'-�2 6-�2 POST SHALL BE If TO BEAM SUPPORTING ROOF 6'-jY2" ALIGN STRUCTURE. CONCETE - GOLD WEATHER POURING 4 CONCRETE MIXTURE FOUND 4 P05T5 FOR WD. DECK: I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING of 6D b"x6" P.T. P057 (w/PERMAGAST COLUMN CASINO PER CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE H.O. SELECTION) UPON 12"0 P. GONG. PIER UPON "SQUARE HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. FOOT" SF-25 CONCRETE PAD FOOTING, AS PER DETAIL I6/A-402. 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. P05T SHALL BE CONTINUOUS To BEAM SUPPORTING SECOND FLOOR/ROOF STRUCTURE. 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL CONFORM TO AGI 506. PAD FOOTING 7A 24"x24"x12" DEEP P. GONG. PAC' FOOTING AS PER 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / DETAIL I/A-401. SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO TEMPERATURES WITHIN 10° F OF CONCRETE. PAD FOOTING 7B 36"x3(o"xI&" DEEP P. GONG. PAD FOOTING AS PER 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. DETAIL 2/A-401. REMOVE AS REO'D. ® CONTINUOUS FOOTING (EXISTING): 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE PROPOSED FOUN�ATI ON 57RUGTURAL PLAN V.I.F. EXISTING 16"x8" DEEP P. GONG. CONTINUOUS PERMITTED WHEN NECESSARY. FOOTING (MIN. SIZE) IN 600D CONDITION, BEARING AT 7. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° F OR HIGHER MIN. 5'-0" BELOW GRADE. IF FOUND OTHERWISE, SCALE: 1/4 I -O CONTACT ARCHITECT. AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. CONTINUOUS FOOTING (NEW): NEW I6"x&" DEEP P. GONG. CONTINUOUS FOOTING AS 8. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. 4D • 4D w 8B PER DETAILS 6/A-401 (AT CRAPiL5PACE5) 4 -I/A-401 q, NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE 2 (® BASEMENT). PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 PROPOSED 0 WHERE NEW FT6. ABUTS EXIST. FTO., DRILL 4 EPDXY (ASTM 04114/04g4M, TYPES G AND E). MASTER PIN CONT. HOR. REBAR (SIZE/CCUNT PER DETAIL) w/b" BEDROOM EMBEDMENT INTO EXIST. FT6. USING OUICKRETE 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT GROSS SECTIONAL 220 S.F. HIGH-5TRENOTH ANCHORING EPDXY (OR EQUAL). AREAS EXCEED ONE SQUARE INCH. NEW UN-REINFORCED P. GONG. SLAB 11. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED qA I. NEW 4" THK. UN-REINFORCED P. GONG. SLAB UPON TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS LiJ 2. b MIL POLY VAPOR BARRIER UPON REACHED A COMPRE551VE STRENGTH OF 500 PSI. NEW (2) 1.75"x11.575' T.J. 2.OE Q 3. 4" (MIN.) GRAVEL BASE MICROLLAM LVL F.J. BELOW p NEW REINFORCED P. GONG. SLAB 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306. STACKED POSTS TC RIDGE w/ SIMPSON LU5414 HN5R® FLUSH BM. qB I. NEW 4" THK. P. GONG. 5LAE w/ 6"xb"-10/10 W.W.M. UPON PROJECT: 2. b MIL POLY VAPOR BARRIER (OMIT FOR EXTERIOR A/C NEW (5) 2"xlO" HDR CONDENSER SLAB) UPON TYPICAL DOOR/WINDOW HEADER NOTE: NEW 2"xl0" PROVIDE (2) 2"xl0' HDR AT ALL DOORS 4 WINDOWS,U.O.N. F.J. ® I6 0.,.. PROPOSED D „ � SPANNING BETWEEN 3. 4" (MIN.) &RAVEL BASE WALLS (FRAME AS WHITE SEE PAGE 0-003 FOR NAILING/5TRAPPING/FRAMIN6 (STAIR LANDING) REQUIREMENTS BY OPENING WIDTH. NEW (2) 1.75"x11.875„ 6.5' OPENING PER TYPICAL P. GONG. FOOTING 8 WALL CONSTRUCTION: WINDOW HEADER 10 • (2) 2"x6" P.T. SILL PLATES w/ COPPER TERMITE SHIELD 4 gg T.J. 2.OE MICROLLAM LVL FLUSH BM. TABLE ON 0-003) 4D ADDITION SILL SEAL 501E BEARING CAPACITY NOTE: 4 4D • NEW (2) 1.75"xq.5" T.J. 2. • ANCHOR BOLTS AS PER PA6,E 6-005 STRUCTURAL DESIGN OF FOOTINGS ASSUMES A SOIL , _ _ _ - ��J�$Q 4M LVL 1-IQ$� • P. GONG. FOUND. WALL AS PER DETAILS b/A-401 (AT BEARING CAPACITY OF 1.0 TON/5.F. d NEW (5) 2"AO" HDR GRAWLSPACES) 4 7/A-401 (AT BASEMENT) UPON IL = l l • P. GONG. FOOTING AS PER DETAILS (LISTED ABOVE) Q ��I I O O 3B NEW(2) 2"AO" 313 4D • ASPHALTIC MASTIC DAMP PR',OOFIN6 TO EXTERIOR � yNA PROF._ N m cmvN F.J. ® STAIR 230 LESTERS ROAD • B.O. FOOTING 3'-O" BELOW G1�ADE MIN. Nn STRINOER5 MATTITUCK NY 11952 GL. F'-J = _j - 2"xb" STUD WALL � • I/2" EXPANSION JOINT ® PERI'METER OF SLAB (WHEN NEW DEL. II-7/8" 24 S.F. I- 1_U- �U ) (TO MATCH 2ND APPLICABLE) • AIR ENTRAIN P. GONG. FOR PORCHES / PATIOS /STOOPS TJI 360 F.J. dJ 3® �- O Q P O OSED PROPOSED o ry I _ �= F ICE FLOOR ABOVE) EELOW POSTS , m� KITCHEN p = [:1 (WHEN APPLICABLE) TO HDR ABOVE _ _ = O� 3 -- T5 5'F' I60 S.F. � • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET FOR z 9® DRAWING TITLE: HE16HT OF WALL 4 SLAB (WHEN APPLICABLE-) 3A A4 3A z NEW (2) ® L75"x11.675" A2 2A PROPOSED STRUCTURAL PLANS ACCESS HATCH FRAMING: T.J. 2.OE II NEW II-7/8" I. MIN. 350 # CAPACITY ACCESS HATGH/PULL-DOWN STAIRS O I MIGROLLAM NEW (2) 1.75"x11.875" T.J. 2.OE 2.DEL. FRAMING WHEN NEW OPENING TJI 360 F.J. LVL HDR L 3. INSTALL AS PER MANU. SPEG.'s ® 16' O.G. SPANNING B/l^1 MIGROLLAM LVL FLUSH BY. B2 STAIRS w/51MP50N HHUS410 ROP. PROP. POSTS 2B HNOR. ® 5UPPORTINC F.J. f' Off' L UNDRY TYPICAL LEDGER BOARD: MASTER P NTRY ROOM 12 I. (1) 2"x BD. TO MATCH DEPTH OF JOISTS OR ABUTTING O BATHROOM I I A3 I A4 PROPOSED 1 5'F 67 S.F. 4'-4" DROPPED BM, AS APPLICABLE (P.T. ED. FOR EXTERIOR _ Y ro GREAT ROOM m Q NEW 2 2"x8" -� PAGE: PROP. A\Ij INSTALLATIONS) WALK-IN - -� Q 263 S.F. =7 O DROPPED BM. 2. SECURED w/(2) 5/5" 0 x 5" LONG H.D. GAL. LAO BOLTS F.J. SHALL NOT BE OIL. J ® I6" O.G. CONTINUOUS 31 S.F. 3. INSTALL H.D. 6ALV. JOIST HANOERS BY 51MPSON (OR ACROSS FRONT I 4D I 3A Q , ® m PROP. 13 EQUAL) WALL TO AVOID > ® >s O FOYER X I S-10 :1000 �, - PROPOSED x� 4. FOR EXTERIOR INSTALLATIONS, PROVIDE FLASHING EXCESSIVE UPLIFT „NEW (3) �?Q O NEW (2) 1.75"x1I.875" T.J. v - 54 S.F. iV COVERED cV Q TUCKED UNDERNEATH SIDING 4 BENT OVER TOP EDGE ___ 12 ___ 11 x12 HDR aQa I w z 2.OE MICROLLAM LVL F.J. z - ® I i OF LEDGER BD. 4A 4D N - - - - I - I� O BELOW WALL ABOVE r ® w PORCH N 5. SEE DETAIL 17/A-402 (EXTERIOR INSTALLATION). _ \ 7 z 35 S.F. 3l0 NEW 11-7 5" TJI 110 - I PROPOSED IL Q K (z V DATE: 02/21/24 15 OF 17 STEPPED FOOTING F.J. ® Ib" O.G. w/ 12 h in DINING _ O z 13 FT6. TO STEP AS NEEDED TO Al-ION WITH ADJOINING SIMP5ON IT51.51/11.55 I NEW (2) I.75"xll.875" T.J. 2.OE MICROLLAM 1 ( v O ROOM FOOTINGS, A5 PER DETAIL q/A-401. HNOR. ® UPSET BM. VL F. . BELOW WALL BOVE w I r Q 109 S.F. (f J "� - - 6B h'AINTAIN MIN. 5'-0" BELOW GRADE TO BOTTOM OF FT6. SIMPSON LUS410 HNOR. ® UPSET BM. ! m I ( MODIFIED L L 4NEH2) 1x8" - �p BATHROOM 4D DROPP D E -I` FOR WOOD STAIRS ® GRADE: bD NEW (5) L75"xW' T.J. 2.OE MICROLLAM LVL UPSET BM � ) M O( F- 3 �/ PROPOSED 14 4" THK. P. GONG. PAD 8" WIDE x REO'D LENGTH UPON V (FLUSH w/ TOP OF F.J.) BELOW WALL ABOVE v j I Q r:a ;!u NEW II-7/8" TJI 360 O' MUDROOM 6" GRAVEL UNDER 2"xl2" P.T. STAIR STRINGERS ® _ (BEAM RUNS ABOVE PORCH G.J) `p r ® . _>� F.J. ® I6" O.G. w/ 55 S.F. I 2'-6" `x O J (�U J SIMPSON IT52.56/11.88 7 G.J. ® I6 MAX. I6 O.G., U.O.N. (MIN. 3 STRI1 f6ER5) x, x= z - -i PROPOSED 0.1 Q cV•D cV •D m 3 IL �lU p I HNOR. ® FLUSH BM. I'� �.•> ..r ..: ,;,:'.. OSTEP DOWN TOP OF FOUND. WALL EQUAL TO FLOOR ® COVERED ® I I z z 15 HEIGHT DIFFERENCE IF REQUIRED (VERIFY DIM. IN FIELD) z PORCH z N 6G I56 S.F. bG N NEW (5) 1.75"x11.875" T.J. 2.OE MICROLLAM LVL HDR ��' "• NEW 2 2"x8" LJ NEW 2 2"x8" a NEW 2 DROPPED BM. DROPPED BM. DROPPED BM. NEW (3) 2"xl2" HDR • ' �? 'I/ NEW (2) L75"xq.5" T.J. 2.0E 6-Y2 MICROLLAM LVL HDR FOUND. WALL ELOW 6 (ABOVE SLIDING DOOR) ' F OFOSEr�) FIRST FLOOR STRUCTURAL PLAN SCALE: 1/4" = 1'-0" 0E I ` ERAL S I �550L <E*%�r : a _ EXISTING TO BE DE1r10L15HED NEW PARTIAL HEIGHT Q WOOD FRAME (L.G. 5TL. _ _ _ _ _ _ _ _ _ _ _ _ _ EXISTING TO REMAIN WHEN APPL I CABLE) 0 Lu NEW WOOD FRAME (L.G. _ NEVI FOUNDATION WALL J O --1 5TL. WHEN APPLICABLE) cy) -/� NEW I-HR FIRE RATED MIN. (2) 2"x4" 57RUGTURAL W WOOD FRAME (L.G. 5TL. ® POST FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O 0 � P05T FOR 6" WALLS), U.O.N. = 7 O WOOD FRAME (LR.G. STDL. •p O N z 0 WHEN APPLICABLE) a •� u') � 5TRUOTURAL PLAN NOTES ( „ „ O O O a-� C9 POST 8 COLUMN DESIGNATIONS: O X � CV POSTS 3 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED NEW (3) 2 xl0 HDR SPANNING AS FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY BETWEEN WALLS (FRAME AS O m OSPLICED STRUCTURAL MEMBER: SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED ( 6.5' OPENING PER WINDOW � CV O cu 1 STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES E STANDARD Q O d O ACROSS BEARING POINT. PROVIDE SPLICES DIRECTLY HEADER TABLE ON 6-003) FRAMING REQUIREMENTS. 4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � ABOVE INDICATED POSTS/COLUMNS. ® STACKED POST/COLUMN: A2 _TF (2) 2"x4" POST g2 (2) 2"xb" POST PROPOSED LOCATE INDICATED P05T/COLUMN BENEATH P05T/COLUMN - - - - ON FLOOR ABOVE. BATHROOM STACKED POST/COLUMN: A3 (5) 2"x4" POST B3 (5) 2"xb" POST 5q S.F. U L - - - - - - - 2B LOCATE INDICATED POST/COLUMN AE3OVE POST/COLUMN ON N FLOOR BELOW. A4 (4) 2"x4" POST B4 (4) 2"xb" POST O ® J LOAD BEARING WALL (ABOVE): ® ® Z� 3 AS INDICATED BY DASHED OUTLINE. J ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY A5 (5) 2"x4" POST B5 (5) 2"xb" POST - I A2 V �® v V (V (V ..L�J UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. R 315 Py INTERIOR LOAD BEARING WALL: 3 A3 \ 3B PROP N No B2 •o I v • - 3B -I/2„ O.D. SGH 40 5-i/2 O.D. SGH 40 G z PROPOSED A2 t AS INDICATED BY HATCHING. ,.�� STL. COL. (ASTM (>f� STL. GOL (ASTM to .F. 2B ;� BEDROOM w ® n , ALIGN 5TUD5 OF BEARING WALLS TO LAND DIRECTLY UPON "- LJ AI23) BY SIMS �L-J AI23) BY 51M5 10 S.F. 136 S.F. z I W F.J. OR BEAM (WHEN APPLICABLE) BELOW. STEEL (OR EO.) STEEL (OR EO) 2B 2B HOEDOWN (IST TO 2ND FLOOR): NEW (2) � I m `F HOLDOWN 'A' AS PER PAGE 6-003 O POURED CONCRETE AND STEEL REINFORCEMENT NOTES:HOLDOWN (FOUNDATION TO IST FLOOR): -j MIGROI°AM f- II 4D HOLDOWN V' AS PER PAGE 6-003 V v LVL HDR p 0 v 3B NEW 2"x8" RAISED I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT � � O G.J. ® I6" O.G. OBEAM POCKET: FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND x, x, U I. POCKET SHALL PROVIDE BEARING SUPPORT TO FULL DOWNWARD FROM THE BOTTOM OF EXI5TIN6 ADJACENT FOOTINGS. cV Z 0 N �g WIDTH OF BEAM, FOR A LENGTH OF � THE WALL � ® w y X ® c_v THICKNESS (3.5" MINIMUM). 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION w cA w 2. PROVIDE � AIR SPACE AROUND ENDS AND TOP OF I- SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR z (�"' I z PROP. _ I `fl • � N BEAM TO PROMOTE AIR CIRCULATION ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER HALLWAY I Q 3. PROVIDEENCOUNTERED. 16 COPPER FLASHING BETWEEN ALL WOOD AND d)W -- - - -- GONGRETE INTERFACES 4 x 0 4. BEAM SHALL REST ON 6ALV. STEEL SHIMS;GROUT IN 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. N_p PLACE ONCE BEAM PLACED. 4. ALL FOUNDATION WORK SHALL BE 4,000 P51 POURED CONCRETE AT PROPOSED m a 4 I N 25 DAY5 AND SHALL CONFORM TO THE CURRENT AGI 315 CODE. BEDROOM FOUND P05T5 FOR WD. DECK:. 150 S.F. u1 N N 6 4"x4" P.T. POST UPON 12"(P P. GONG. PIER, z AS PER DETAIL 13/A-402. 5. ALL CARBON BARS SHALL BE DEFORMED GAON STEEL _ _ _ .D ASTMA615 GRADE 60, MM FOR SLABS DO NOT NEED TO BE FOUND 4 POSTS FOR NO, DECK: COATED. NEW (2) 1.15"x9.5" T.J. 2.OE 6B 6"xb" P.T. POST (H/PERMACA5T COLUMN CASINO PER 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS MICROLLAM LVL HDR H.O. SELECTION) UPON 15"(P P. GONG. PIER, AS PER SHALL BE STAGGERED. DETAIL 14/A-402. POST SHALL BE CONTINUOUS TO BEAM SUPPORTING ROOF 1. PROVIDE MECHANICAL DEVICES TO HOLD STEEL d HARDWARE IN STRUCTURE. PLACE AT TIME OF POURING d MAINTAIN REQUIRED CLEARANCES, FOUND 4 P05T5 FOR WD. DECK:_ COVERAOE5, AND PLUMBNE55. 6G 6"xb" P.T. P05T (H/ PERMACA5T COLUMN GA51N6 PER I H.O. SELECTION) UPON 10"0 P. GONG. PIER UPON "SQUARE 8. CEMENT SHALL CONFORM TO ASTM G-33 FOR STANDARD WEIGHT L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FOOT" 5F-22 CONCRETE PAD FOOTING, AS PER DETAIL CONCRETE. I5/A-402. POST SHALL BE CONTINUOUS TO BEAM 5UPPORTING ROOF STRUCTURE. GONGETE - GOLD WEATHER POURING d CONCRETE MIXTURE FOUND 4 POSTS FOR WD. DECK:. I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF 6D 6"xb" f.T. F05T (H/PERMAGAST COLUMN CASING PER CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE H.O. SELECTION) UPON 12"cD P. GONG. PIER UPON "SQUARE HA5 BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. FOOT" 5F-25 CONCRETE PAD FOOTING, A5 PER DETAIL I6/A-402. 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. POST SHALL BECONTINUOUS TO BEAM SUPPORTING FROFOSEI7 SEGON ) FLOOR ST�'UGTURAL PLAN SECOND FLOOR/ROOF /ROOF STRUCTURE. 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL PAD FOOTING CONFORM TO AGI 506. 7A 24"x24"xI2" DEEP P. GONG. PAD FOOTING AS PER 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND/ SCALE: 1/4" DETAIL I/A-401. SURFACES, FROZEN GROUND MAY BE REMOVED OR HEATED TO TEMPERATURES WITHIN 10° F OF CONCRETE. PAD FOOTING iB 36"x36"x18" DEEP F. GONG. PAD FOOTING AS PER 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. DETAIL 2/A-401. REMOVE AS REO'D. ® CONTINUOUS FOOTING (EXISTING)_ 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE V.I.F. EXI5TIN6 16"x5" DEEP F. GONG. CONTINUOUS PERMITTED WHEN NECESSARY. m FOOTING (MIN. SIZE) IN GOOD CONDITION, BEARING AT MIN. 3'-0" BELOW GRADE. IF FOUND OTHERWISE, 1• FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 330FOR HIGHER CONTACT ARCHITECT. AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. CONTINUOUS FOOTING (NEW): z 8. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. 8B NEW I6 x8 DEEP P. GONG. CONTINUOUS FOOTING AS 2 PER DETAILS 6/A-401 (AT CRAWL.5PACES) Q -1/A-401 01. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE I I I I (® BASEMENT). PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 306 I I WHERE NEW FTC. ABUTS EXIST. FTC., ;DRILL d EPDXY (A5TM G4114/G494M, TYPES G AND E). I I I I v PIN CONT. HOR. REBAR (51ZE/COUN7 PER DETAIL) H/6" EMBEDMENT INTO EXIST. FTC. USING QUICKRETE 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT OR055 SECTIONAL I I N V N I I RIDGE BEAM P05T GAPS: HIGH-5TRENOTH ANCHORING EPDXY (OR EQUAL). AREAS EXCEED ONE 50UARE INCH. 7. PROVIDE THE FOLLOWING POST GAPS AT ALL POST-TO-RIDGE SEAM CONNECTIONS. PROVIDE SHIMS AS NEW UN-REINFORCED P. GONG. 51-AB II. ONCE CONCRETE IS PLACED. CONCRETE SHALL NOT BE EXPOSED I I O I REQUIRED WHEN POST WIDTH EXCEEDS RIDGE BEAM WIDTH. qA I. NEW 4' THK. UN-REINFORCED P. GONG. SLAB UPON 2. 6 MIL POLY VAPOR BARRIER UPON TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS H REACHED A COMPRESSIVE 5TR.ENGTH OF 800 PSI. I I w ® I I - 51MPSON AG4 OR AG6 POST GAPS (MATCH POST 3. 4" (MIN.) &RAVEL BASE I I z I I DEPTH) T INTERMEDIATE P05TS SUPPORT 6 E3 p NEW REINFORCED P. GONG. SLA 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506. CONTINUOUS RIDGE BEAMS. 45-2 9B I. NEW 4" THK. P. GONG. SLAB H/6"xb"-10/10 W.W.M. UPON I I I - 51MP50N LGE4 POST GAP AT ENDS OF RIDGE BEAMS. 2. 6 MIL POLY VAPOR BARRIER (OMIT FOR EXTERIOR A/G TYPICAL DOOR/WINDOW HEADER NOTE: I I 2 PROJECT: CONDENSER SLAB) UPON PROVIDE (2) 2"xl0" HDR AT ALL DOORS $ WINDOWS, U.O.N. 3. 4" (MIN) GRAVEL BASE SEE PAGE 6-003 FOR NAILING/STRAPPING/FRAMING TYPICAL P. GONG. FOOTING $ WALL CONSTRUCTION: REQUIREMENTS BY OPENING WIDTH. B B3 - - - - - I - - - WHITE - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 10 (2) 2"xb" P.T. SILL PLATES H/COPPER TERMITE SHIELD b ADDITION SILL SEAL 501L BEARING CAPACITY NOTE: • ANCHOR BOLTS AS PER PAGE 0-003 STRUCTURAL DESIGN OF FOOTINGS ASSUMES A 501E I NEw 2"xl0" R.R. NEW 2"xl0" R.R. I I I ID • P. GONG. FOUND. WALL AS PER DETAILS 6/A-401 (AT BEARING CAPACITY OF 1.0 TON/5.F. x �l GRAWL5PACE5) d '7/A-401 (AT BASEMENT) UPON I 6I6 O.G. cV ® I6' O.G. �v Qi fY m�D _ _ LL - - - - - - - - -I • P. GONG. FOOTING AS PER DETAILS (LISTED ABOVE) ( Q /1:2 � _ _ _ _ _ _ _ • ASPHALTIC, MASTIC, DAMP PROOFING TO EXTERIOR N O O 230 LESTERS ROAD • B.O. FOOTING V-O" BELOW GRADE: MIN. 10:12 _ _• 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN v N tv I MATTITUCK NY11952 APPLIGABLE)• AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS /STOOPSA3(WHEN APPLICABLE) I• MA50N TO ACCOUNT FOR FINISH STONE ON THIN SET FOR ® � ® N ° ° DRAWING TITLE: POST ABOVEA2 °� NEw (2) 2"xI2" B2HEIGHT OF WALL s SLAB (WHEN Af'PLIGABLE) IHDR BELOW DGE BM NEW (2) 2"xI2" RIDGE BM. RIDGE BM. ® I PROPOSED STRUCTURAL PLANS AGGE55 HATCH FRAMING: I 2B 2B 2B II I. MIN. 550 # CAPACITY AGGE55 HATCH/PULL-DOWN STAIRS - KO I 2.DBL. FRAMING WHEN NEW OPENING "' I NEW 2"xl0" R.R. NEW(2) 2 xIC" ROOF BM. H/SIMPSON NEW 2"x8" R.R. 3.INSTALL AS PER MANU. 5PEG.'s cV i ® Ib O.G. q2 0�9 Qr U LUS210-2 H116R. 0 SUPPORTING R.R. I I ( ® Ib" O.G. Qr TYPICAL LEDGER BOARD: 0 I NEW 2"xI2" RIDGE BD. 12 1. (1) 2"x BD. TO MATCH DEPTH OF JOISTS OR ABUTTING I w �, N x= x x �� I r DROPPED BM, A5 APPLICABLE (P.T. BD. FOR EXTERIOR I Q ��„ � N- N NEW 2"xI2" RIDGE BD. INSTALLATIONS) I a L ® N ui � 0 ui (� I N L J PAGE: 2. SECURED H/(2) 5/8" 4) x 5" LONG H.D. GAL. LAG BOLTS I �� z X =X `9 3 ® I6" O.G. I x fiJ- yz iv 3. INSTALL H.D. 6ALV. JOIST HANGERS BY 'SIMPSON' (OR 1�p m 10 12 I I 53.02m00 EQUAL) 4. FOR EXTERIOR INSTALLATIONS, PROVIDE FLASHING I - _ _ _ _ Qi a pL ® I I NEW 2 x12 TUCKED UNDERNEATH SIDING 4 BENT OVER TOP EDGE I _ _ _ _ _ _ _ RIDGE BD. NEW 2"xl0" R.R. OF LEDGER BD. I z I 5. SEE DETAIL 1-7/A-402 (EXTERIOR INSTALLATION). I NEW 2"xIO" R.R. NEW 2"xIO" R.R. 00 00 136 cv STEPPED FOOTING ® I6" O.C. ® I6" o.c. n N N N N J I r--� DATE: 01/17/24 16 OF 17 13 FT&. TO STEP AS NEEDED TO ALIGN WITH ADJOINING ( I I IO_ ® �p ® �p ® _ L J L - - - - - - - - - - - - - - � f - - - - - - � FOOTINGS, A5 PER DETAIL Q/A-401. I [r! MAINTAIN MIN. V-O" BELOW GRADE TO BOTTOM OF FTC. Q L - - - - - - OFOR WOOD STAIRS ® GRADE: 14 4" THK. P. GONG. PAD 5" WIDE x REQ'D LENGTH UPON00 6" GRAVEL UNDER 2"xI2" P.T. STAIR STRINGERS ® V U N.D K ® MAX. 16" O.G., U.O.N. (MIN. 5 STRINGERS) �,O �,0 N ® I I Z ju = lu = 15 STEP DI1xFERENGE REQUIRED (VERIFY DIM FLOOR FIELD) F -I z O® r z x® r-1 L J i LI LJ LJ I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J �r .i i ID �F NE`N FROFOSED ROOF FRAM I NO 57RUGTURAL FLAN SCALE: 1/4" = 1'-0" a. Q W W ca J � Q ;+-' (V cl� C Lr) w a) 0 O 0 0 C (v z0 a 'CD u) K Q O O 0 1 0m •4- r- Q 0 CID a 26 PROPOSED BATHROOM NOTE: n , ALL PLUMBING WORK SHALL CONFORM TO 0 O4 LOCAL PLUMBING CODE Q 1 !� II v N I �v �j LEGEND r l I v HOT WATER V QI lry TUB m F -----� SUPPLY - I - l n 1- =-----, GOLD WATER 4- W I MDFD. 1 BATHROOM MASTER BATH jI LAUNDRY KITCHEN PROVIDE "ABESCO FF200 FR --�- I; EXPANDING FOAM" (OR EQUAL) 11 AT ALL PENETRATIONS IN FIRE ` I RATED WALLS AND V p 1 FLOORS/CEILINGS. PRODUCT O 1 CONFORMS TO A5TM E V 4, L � I I I 1I o� ASTM E &4, AND UL 147q CD I I I 1; I T _ 0 II INTERIOR SHUT-OFF Q V 1 I 1 � I 1 Q 1 I R-7 I I �/ FOR HOSE BIB V J �I �v �� I� W.G. W.G. - �I Iv �I �v �j I� I1 �I Iv 31 Iv 3j Iv 31 Iv nn`` xl x •v Q xl xl x .0 1: xI x Z: x1 N W 1N 1 I= m m - IN - IN - I I= SHOWER 1j cvl I� 1 N I �_ c�Vl .N t�v I �_ c\v I _� NI N 1; NEW FREEZE PROOF HOSE BIB -I I -1 �� TUB -I I -I i MASHER - I DW w/VACUUM BREAK FASTENED L ' -------------=---------L 1----� ' -- =----------- =---------�----- �----� --J w/ PIPE FASTENERS (PRECISE L ._.._.1_.._.._.._.._.._.I._.._.._.._.I_.._.. _. _.._..1.._.._.. _.._.._.._..L.._.._.._..V- 3:1 .L.._.._. _.l_.._.._..I_.. LOCATION T.B.D. IN FIELD - _ _ _ CONSULT W/OWNER) 1 1 CONNECT T r 31 I I I Iv 1 1 1 EXIST. 1YSTE SUPPLY SYSTEM TO PRIVATE j EXISTING I WELL z 1 I 1 BATHROOM L_.._.._.._.._.. IKI ld ba - TUB m FLUME I N RISER - SUFFLY SCALE: NTS rn i -�_ w O C.) 0 0 4" FRESH AIR VENT w THROUGH ROOF I Q I I ATTIC/ROOF PROJECT: I �" ------� PROPOSED --,----- T-- WHITE1 ADDITION BATHROOM I 1 1 I I 1 1 I O 1 1 I NOTE: IL2111 ALL 1 1 1 FUEL OAS EWORK A I 1 j I PROVIDE "ABESCO FP200 FR p SHALL CONFORM 43 1 1 2 I I EXPANDING FOAM" (OR EQUAL) IL TO LOCAL 230 LESTERS ROAD 1 W; i RATED WALL55 AND AT ALL PENETIONS IN FIRE Q FUEL GAS PLUMBINO GORE 8 MATTITUCK, NY 11952 FLOORS/CEILINGS. PRODUCT I- I CONFORMS TO ASTM E &14,A5TM E &4, AND UL 14 PIPING PENETRATIONS: rJ TUB 7q 21I 3" I 1. PROVIDE E PAND NG FOAM"(OREG A�. DRAWING TITLE: AT ALL PENETRATIONS AT HAI PLUMBING RISER DIAGRAMS MDFD. 2" AND FLOORS/CEILINGS. MASTER BATH __�---i----- �---- BATHROOM ------ I 1 NOTE: 2.PRODUCT CONFORMS TO ASTh GAS RISER DIAGRAM ______ _7-------r ' -- 1 614, ASTM E 84, AND UL 14761 __ _ LAUNDRY I 1 ALL PLUMBING WORK r r - I I I I I I I KITCHEN SHALL CONFORM TO I I I 1 I 1 I I 1 I LOCAL PLUMBING CODE O2111 1 1 i 2"1 2"I 1 2"1 12" 12" I I 2'I 2 I I I I I I I GLEAN OUTLL °o PAGE:121 I i i i 1 2 1 3 i 1 AS REQ'D I I I EXIST. F.A.I. TO W G w G 1 REMAIN 14, I I 1_ , 1_�� ISHOWER 2 1_ 1_ , 1_�� 1 TUB WASHER DW 2 - �� 2 I G.O• r-- 3 3�� G.O. 1 G.O. DATE: 02/21/24 17 OF 17 4" 4" HOUSE I I MAIN DRAIN G.O. I I - ::x r I 2 1 VZ z 2"1 I 1 1 2: 4: I 1 2 1 I TO SEPTIC w I 1 I I SYSTEM z Q Tj 1 1211 I I s > W.G. I R I w FE3X0l ST.ILER S.P. � `'�.m _.: _ -,✓ �� :.r FUEL RISER - SUFFL)" Y. JL SCALE: NTS i SCALE: NTS -?A d 51TE PLAN HATCH KEY: DRAINAGE SYSTEM INSTALLATION NOTES: • A MINIMUM 10' SEPARATION 15 REQUIRED BETWEEN DRYWELLS d 6/I6/2o23 PROPOSED BUILDING A:7DITION WATER SERVICE LINE, UNDERGROUND UTILITY LINES, SEPTIC COMPONENTS, LEACHING FIELDS, SEWER COMPONENTS, OTHER TEST HOLE DATA PROPOSED COVERED PORCH DRYWELLS, AND THE EDGE OF ALL FOUNDATION WALLS MGDONALD GEOSERVICES ® PO BOX 1258 A MINIMUM 5' SEPARATION IS REQUIRED BETWEEN DRYWELLS 8 PROPERTY LINES SOUTHOLD, NY IIQ71 w PROPOSED 2ND STORY 631.765.3677 ":. A R.�E�'�.D • A MINIMUM 20 SEPARATION I5 REQUIRED BETWEEN DRYWELL5 AND BURIED PROPANE FUEL TANKS. Lu • CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL EL=23.0' J cu • SEE ALSO DETAIL II/A-402. NOTE: 0.5' MIXED SAND E LOAM i Q t (V I. FLOOD MAP DATA: - - g: ' ' O MAP #: 561050015GH , .} 4- }- ►� '� 07 MAP DATE: Oof/25/200a S� BROWN SILTY h 1 SAND w iq FLOOD ZONE: X SITE LAYOUT NOTES: �{v' ;� :.�a ,,, �c Fps „ le• rk:.�4�4!e` .�' * �° e. _ fig''` " � 1 'O O I. THIS IS AN ARCHITECT'S SITE PLAN ff 15 3.0'- - " low 2. SITE PROTECTION/SILT FENCING TO BE ' A «# � yb � � � ` a r t� ,., ,l nJ SUBJECT TO VERIFICATION BY A LICENSED4� '` r '+ k' ' 4, INSTALLED AS REQUIRED BY THE TOWN OF O C O SURVEYOR. THE INFORMATION °t�v`' ❑" -Y SOUTHOLD. y. .', ,' �.� .- '"` r „- ei" ". 1�'�•., # t..' p �, l,` '�3"u µd , ,cam•,_. rl ;: :.,. T •Ca r" U d REPRESENTED ON THIS SITE PLAN IS TO THE ARGHITEGT 5 BEST OF KNOWLEDGE. f � ,.�,,\;. .. � .," ' �' SUBJECT PROPERTY : ' • �Z ►. , ,,., r.� w • : "�` :�� .; ..., ;., r�*u.;,,. r, 'i t.,�r O a-+ S. SURFACE WATERS OR WETLANDS ARE - i PROPERTY °r' 9 wM Ya W :.^� d�S� .�_ �f1M. .ns- �µ(, t« h�Ct`.,, w•^,.r�';,,; iv'. �-'.,;, ;h$�'.y�.""�;.•w * ,t��+w.,c1' "✓°fir, � r` LOCATED WITHIN 300 OF THE . � ,., 'a A ?t},% ,, '' ;• r.,:z: ='y:r;• ':x* ..t z;- WAS OBTAINED ,g r� _, '�t':,:.k=- _l�._�° w � �,,;hz.�;. a 1���: 2. SURVEY INFORMATIONpsf' ^•: -' 1wy yr ,",Q' .d'. .j: ,a;, �k''%' ;,1; "tY•. ,.yt.-..TM t , , c,t" '-�s•.t `+�1 'r; N a. � ', 4'V ram. . r l L 1; , c>3 FROM A SURVEY DATED 06/211/2025 AND ,. x.w 9 f" ':'��µ'w•.,. & r - .'V•✓ :.J, rt,...t�i*, Gw...tx }}� `� ,i �`�,'�"+�yS.�v...' -,,,{ .�,i�.c"' :'a'rr., -�jI •�7/Y� � O P''� - `� t °eS�rA 4 'a,. J ..w?• M'- -r � � r yl'+.`r 4. ELEVATIONS REFERENCE NAVD I a88 , . J ;;,,i. y'' �++' J u :We:- '�1" � ''�€ ,�.,}es '";l"•�„"�-: .a a, I \ :y, �'.�' ,,rd'�:.',-a.±'�'w�'"•L"� -1-. r �t O e PREPARED BY: '':f� ",r.1YM � r ' _ >xr .tom3 -e`.-•-=+ob.i` °==•4.` �yy, .,F,.�`;�: � i �.=�. :-:.:=� �'` `tf-"•ys "��'" ;•�`fv"�`..;_..� ,.s.a •t, ..� .ai14Ri!' Q a- � G O -�- .c..•ts. .J""-r"t p" 'tr�., 3eY_• F'` � t , .a .$ rt �>, .d"�"' @ ,+r` �1�0. d,,.� P'.T r,¢"• .R ,�,, �"tfl ""w'' -,�»'• I '- - =.,.11� \ a, ;d,"•, '�., .le, �,a �"tE` ,f• VISIBLE WELLS LOCATED YIITHIN 150 '` 5. ANY t . � awa,� 'o ,.� � : �', � IE ..�' ,�;�,• _ ;sa,�„•t:. .,�,: `, ....ts{.a►.s/ `'z!'g'.� - Y -J .,j`, .' . - .Mr i ;a� - .fin .`+.• s., lRi,. A ICE AND SURVEYING � >- > _'• . �•� Iv�I I ,:�• ' r•:� �. y OF SUBJECT PROPERTY LINES ARE p� I SOUTH BAY AVENUE, PALE BROWN FINE a: , *� �, : y ,.fir - at tr' "C "?' .•. 1 ", ,. ;, DEPICTED ON SITE PLAN. ter., '� ,a l ISLIP N.Y. II'151 SP SAND ,N •,..-, , ✓9� aR'�„ . ya P - �• -«e'r ",q+"' f .� "tlF;y� �, '-w �.y {4 .+' 'A'. '` x ,) � 'w'.,.�,.. '.i�.,rl>h' - ".�-' ...7' - - .. .. ...4. .,.._..._,..__ .. k'`r'.rt',a: V( TELEPHONE: (631) 957 2400 > k. _ - -- n , (THIN SUFFOI_K COUNTY �. W 6. SITE I5 LOCATED W r, l! a �Ca„. +,° 'ram-,s. �"` ?, +.- .i' .'y'a-�:ey c. _- _ =";am;.-'Q'� '`'•.Eti't'i- '•cr, rl GROUNDWATER MANAGEMENT ZONE IV. 'S "'s' '4 i tip, ��":Y m%^`�a•a' '� /�' �. s'� 1 al..ai !x �$,•, ''" , � . s'�`*'S,�:•' "`"4' . -_ - -- - 1 -- « 'j' \,y' ,� -.(,. b.r> `_'M;,•7 `'E .aay' :.f-r „a 1"' 'fir ,o? .., ',"�. `W, ',/ -,a o�,.....,` . ::� >i,k't - .fl i' _- L"a: a 7. PROPOSED SEPTIC SYSTEM DE_�IGN INTENDS y _ (,�.,fir ,. 'y "/'_ .« .,,/ <` .: ..'"»";'��`-` �,.'�' -.�;' ..� `'` _�', '. 'a ;;� .,, ._Y „� � r,+, - -.�; •'?k•-, ii \r "� .' .e a •iIpA' , ,, .' a" rt >a ,k„ .'/ eye.+t - s., ( L" s TO AVOID THE REMOVAL OF ANY EXISTING SOUTHOLD TOWN GODS 280 207 (A)(I) - L • _ � � :i�'J .r'�.l'� :-"'" �-3;w'• ,,•"'Re � �>i .a�'.�SG !I III I I - _ _ •-w•.:it--- rat .�.,;'"'�^ 'C NT OF SYSTEM * 4 ; , r�R%Ira _ ��' tp � .+R x �. III II, 1 II I �Il1) _ - 'x .ti _ ;tip .,< <._ i TREES. THE PLACEMENT L ,,�+ s, � .�" �,.a �,, �;', ;I :d y ,J�I�II II�IIJI - `'���� _ `��;r,•r. v r,:y, .j ,,b�„y,.q, '.� ,•"I 6' ,> r.:a :Y �: ..:'�:=1a°=:"'9 .5 r- �a'ho'�. _ ..it,A - ,' -Ar; ' `, 's "v� ;•rr .ati/L.ae•X T SIZE AREA IN ALLOWABLE TOTAL . 70 °y ', �• �= ..% t2 :" :� :'' :5, '� c t COMPONENTS MAY BE ADJUSTE:7 PROVIDED 20000.0 S.F. bOq 0 S.F. oY. - ,- - '" i� d'''`".' q +� 'x -�"` x T GFA GFA •) THAT ALL REQUIRED MINIMUM SETBACKS EXCESS OF 20000 jf iq t�yi(j)�'�_' a +w,. Wit' .3 r w ` 'ry `ae;';a ?;�•"f 4 ` 4 } ar j�- •i'. l�''•'"e-n , "P+w,iy S M� ,y� t C 1J ■ .A"".+fer; $r. ` ` •. yl+ ...,,�f v +d - ._I.; _, '9 ..;4 "--,•..n.."5,a..-.--i:','>, ,t r',i�'t •3.'.'+' 7r °•r",? .,_ .-,,. 1'. V ARE MAINTAINED. INSTALLER TO CONTACT G LOTS CONTAINING UP 4,550 S.F. P ( ) g Q4 w..+• ,i , `^yY• Py A�'y �� 'f4 / .,f. •--...... s `.aVa. ,,'` 1 '" cti ,a9^+y ,y yam, F a. . /` '.d �� _ ARCHITECT IF RELOCATION ORMAX. ., �` .df »�d``: « -, TO 30,000 5 S.F. COMPONENTS REQUIRED. r `REORIENTATION OF COMP ..� ' `'°4f a s A E S.F. PUS "� s' OW BL L ALL / - 3 V4 t p lr Y 4 3 10.9 S.F. 3 350.0 S.F. S.F 1095 OF EXCESS LOT AREA bO.a TER S.F. COMMENTS• NO GROUNDWA ,' "� ,�"" w„ , 6°•W. r , r r- r �y • w •'r OVER 20 000 W J OVENCOUNTERED V r � -'•`• I 1 FIRST FLOOR GFA: 1,651 S.F. �;....,..._ .•,.e.".,.,_«. ,._.,.,._,.,.�.r..'t �,' d.5��"r�'".,.�'"�'\.t'�r � .y .... +e";_. :"''� � .•,,__ •,-' SECOND FLOOR 6FA: 577 S.F. LOGAT101� MAP (, � 5GALE: NTS FAOE < -- I . 1 STORY ,ALTERATION. O-OO I .O I PROJECT LOCATION & SCOPE EXIST. 2. 12 STORY ADD 171 ON. SHED \ SITE PLAN & ZONING DATA EXIST. 3. 2ND STORY ADDITION. POOL -'. 1/A ONTS. 12.0' GENERAL NOTES EQUIP. 5. COVERED PORCH � STOOF. 0-002 .O I 11 EXIST. STONE EL.=26. - 6. STORM WATER MANAOEMENT ENERGY TABLE BRICK PATIO ® N EL.= 6.6' GRADE � STRUCTURAL DESIGN CHARTS - FR0,1E�T DATA : - _ � QO�j,QQ HOEDOWN, ANCHOR BOLT, STRAPPING, & NAILING DETAILS EXISTING I.C. POOL PROJECT ,/ ZONING DATA \ FASTENING SCHEDULE z 16' x 40 F¢O�l TAX MAP # 1000-114-7-5.1 N ¢ �o�P'' \ -QO�,QQ FRAMING GRAPHICS z \oo gPG� Lu ZONING DISTRICT R-40 NO BEAM CONNECTION PATTERNS (�RD-SETBA6K - ,� \ o `� LOT AREA 0.5 ACRES FIREBLOCKING DETAILS w w Vo GofO - ADDITION / ALTERATION 40584, 5/2/201a v PROPOSED DEMOLITION PLANS z o 0 1 CofO - IN-GROUND"POOL 41545, &/11/2020 r �_ z v 1Y 1 GRANT FILE 00 0 t- Q VARIANCE APPROVAL # II/17/23 oo 7483; EXIST. m O FEMA FLOOD ZONE x A- 102 .01 PROPOSED FOUNDATION PLAN 2 Icn I. WELL 9 R-23-1248; 4 `�-� o EL.=26.5' 1 SUFFOLK COUNTY HD APPROVAL BEDROOM y m ❑ tV EL.=26.2' z � c� w I EXISTING J o HABITABLE LE A- 105.01 PROPOSED FIRST FLOOR PLAN z \ S I BASEMENT AREA 837.1 S.F. Ir RELOCATED.• `i POOL ENCLOSURE, I - � FIRST FLOOR AREA a10.4 S.F. 2( \gip � FENCE W GATE' �I 3q°4200 -"VA - A- 1014.01 PROPOSED SECOND FLOOR PLAN 1 � o 26 1 5 O O7 AREA TOTALS 1,747.5 S.F. RELOCATED PROPOSED \ S 2 Lo POOL ENCLOSURE 4' x 10' \ � 1 I FROP05ED c PROJECT: -FENCE--& GATE STOOP HABITABLE _- - <,� PROPOSED , � PROP. 5'x7' SPACE \ /�j?•? / I STORY / EL.=26.5' ` ALTERATION / COVERED A- 105 .01 PROPOSED ROOF PLAN PROP. \ � STOOP BASEMENT AREA 120a.7 S.F. STORY \ 4 ADDITION ( 2� WHITE A ITION �\ AG \ FIR57 FLOOR AREA 1651 S.F. 25 I ADDITION 23.a' S.o' oIL / � SECOND FLOOR AREA 577 S.F. PROP.2 5 Y EXISTING �_ _ o -2 PROPOSED EXTERIOR ELEVATIONS ` dJ I STORY / ,' - AREA TOTALS 5,457.7 S.F. 24 \ 6 ADDITION �' FRAME HOUSE d) 1 / � n w/ BASEMENT m 230 LESTERS ROAD m 18.2' F.F. EL.=28.a5' " ' LOT COVERAGE MATTITUCK NY 11952 PROP.) 5OUTHOLD TOWN CODE 280-4 - r�-2O2 .0I PROPOSED EXTERIOR ELEVATIONS ' 5.0' \ 1�ODIPI�D � LOT DRAWING TITLE: r 15 a 2� EXIST. \ -- / \ p�PµA� ,{ 0�`vv DESCRIPTION (FOOTPRINT) AREA COVERAGE CROP. 8'xlzt' - 24 \WA LS IN _`\ 4p' PR &IL IL<49�` TOTAL LOT AREA 20 oq.o S.F. PROJECT LOCATION & SCOPE 22 t>? 0- COVERED \ PRINGIp RD SETB U W �Y PORG 23 \ a \ AL BUI�DIN�GK\ _ v 0� EXISTING HOUSE a10.4 S.F. 4.4% E PLAN & ZONING DATA - O 1 .01 BUILDING SECTIONS O (PRO \1 1 �� - \ , �Qi� c, EXISTING I.G. POOL 640.0 S.F. 5.1% ) \ DW / \ �__\_ O \\ ' /� \. EXISTING 5HED 97.2 S.F. 0.5Y ►� / \ �' ESIGN,DFTA LS ° \ \ /i ` 0 \ ' (PROF. I O I ZV� . \ \ DW , , 23 PROPOSED STOOP 40.0 S.F. 0.2gb PAGE: \N R u?N PROP. SANITARY S. - \ / \ _ _ �� PROPOSED ADDITION 4 � `�"+'•� PER H.5. REFERENCE NO. \ ALTERATIION 740.6 S.F. 3.63o p U! R-13-I 48 - - - - - -� J � ' _ G-00 .1m0lPROPOSED COVERED PORCH 8 ' i ' i' " ` r/ STOOP180.0 S.F. 0.495 _ '' `t',' _ \ `0 0 6 L o - \ - _ �' \ 22 TOTAL AREA OF ALL STRUCTURES 2608.2 S.F. 12.7% \ ,NSq TEST \ \ G A-402 ,OO DESIGN DETAILS OCT Q DATE: 10 02 24 HOLE 2.1_ - - ' 9 MAXIMUM LOT COVERAGE ALLOWED: 2030 _ / / 1 OF 17 VPGK F120M 7 130.00 ,n - / ZONING REGULATIONS DWELLING PROPOSED STRUCTURAL PLANS r. �- ° \ SOUTHOLD, TOWN CODE 280-4 N4�> 45 10 E EXIST. EXIST. PROPOSED COMPLIES T R S fit 0 ,4 D \ � OI�OSED7��UCi 1tAl �ANS ; MIN. FRONT YARD 40.0' 55.5' 525 NO '-p �- MIN. SIDE YARD 15.0' 50.8' 15A, I / MIN. COMBINED .f / 35.0' 65.7' 41.2' YES / o e io so 50 sc SIDE YARDS �- PLUMBING RISER DIAGRAMS S 1 TE PLAT I��,� ,.,s MIN. REAR YARD 50.0' 1I7.s' 105.5' YES GAS RISER DIAGRAM 50ALE: 1" = 15'-011 MAXIMUM HEIGHT 55.0' 21 2Q YES CARPENTRY Ay�j}�----�••�� �}-•\ / }� G NOTES S�' G I I GAT I ONS I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH#2 E BETTER (Fb = 8'75) UNLESS WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE, AND MASONRY / E35RL Y I AT I O I S OTHERWISE NOTED. THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED TOGETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RESPON5I5ILITY TO READ ALL NOTES, 2. ALL LUMBER IN CRAWL SPACES TO BE IS" ABOVE SCRATCH GOAT. MAINTAIN OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE BOARD INSUL. INSULATION SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK B)" MIN. FOUNDATION EXPOSURE. PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING SUB-CONTRACTORS IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF BD.JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. �BFE BASE FLOOD ELEVATION IN INTERIOR a GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD,ALSO AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR Q GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UN DI5TURSED SOIL - M I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2 xb , UNLE55 (I) 2"xb" SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT BLDG. BUILDING K KIPS (1000 LBS) APPLICABLE BUILDING DEPARTMENT. IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N. LLJ COUNCILS WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS BM BEAM MANU. SPEG.'s MANUFACTURER'S SPEGIFIGATIONS ILLJ _j CB 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS BY "TEGO" OR __� -� ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL. APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MIN. OF 4'-0" BELOW GRADE, UNLESS B.O. BOTTOM OF MAX. MAXIMUM STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. OTHERWISE NOTED Q a_r N 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN I. IDENTIFICATION: ALL SOLID-SAWN LUMBER,GLUED LAMINATED TIMBER, SOT. BOTTOM MECH. MEGHANIGAL C 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES FLOORS, ROOFS, AND WALLS. PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS,U.O.N. _ m AND AUTHORITIES HAVING JURISDICTION. PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL B.O.W. BOTTOM OF WALL MIN. MINIMUM O 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. NO BLACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS _ T 0 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.O.N. RULES SPECIFIED IN 1.1 THROUGH I.B. UNTIL I TIER OF FRAMING IS IN PLACE. G.J. CEILING JOIST NAVDbB NORTH AMERIGAN VERTICAL DATUM OF 1a88 � � � � OF THE OWNER/BUILDER I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, '1. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. O O N z 0 ?. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-I/2" BEARING COL. COLUMN NYC, BG � NEW PORK CITY BUILDING CODE i -5. ANY OMISSIONS OR DISGREPANGIES OF PLANS AND/OR JOB CONDITIONS INCLUDING END-JOINTED AND EDGE-GLUED LUMBER,SHALL BE IDENTIFIED a •� � � d, BY THE 6RADEMARK OF A LUMBER GRADING OR INSPECTION AOENCY 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED SHALL BE CLARIFIED WITH THE ARC:HITEGT/ENGINEER BEFORE PROCEEDING 8. MIN. HEADER TO BE (2) 2"xl0" UNLESS OTHERWISE NOTED. GONT. CONTINUOUS O.G. ON CENTER � U '� WITH THE WORK. WHICH PARTICIPATES IN AN ACCREDITATION PR06RAM, SUCH AS THE SOLID WITH CONCRETE. O 2 X � N q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE DEL. ��OUBLE OGG. OCCUPANCY O 0 O }'' 6RADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PACE 6-003. C0 6. NO DEVIATIONS OR CHANCES TO THE STRUCTURAL SYSTEM SHALL BE MADE P.T. _c 0 m r•- IN516NIA OF THE 6RADIN6 AGENCY WHICH COMPLIES WITH THE a-J a-.+ L.) UNLESS APPROVED BY THE ARCHIT-OVENGINEER. 10. ALL EXTERIOR SHEATHING SHALL BE NAILED A5 PER FASTENING SCHEDULE REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STREN6TH AT 28 DFE ! DESIGN FLOOD ELEVATION O.H. OVERHANG O NN 0 cCa 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PACE G-003. GENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND DAYS OF 4,000 P.5.1., U.O.N. DIM. I DIMENSION PBFE -IFPRELIMINARY BASE FLOOD ELEVATION 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET Q r- d G BEFORE THE START OF FRAMING ROOF AND 15 OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS THE PROVISIONS OF ANSI/ALTG A I q0.1 STRUCTURAL GLUED LAMINATED I I. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN TIMBERS. b MIL. POLYETHYLENE VAPOR BARRIER UNDER D.J. � DECK JOISTS P. GONG. POURED CONCRETE 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. APPLICABLE. __ q. DO NOT 50ALE DRAWINGS, WRIT�N DIMENSIONS TAKE PRECEDENCE 1.5. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. EA. EACH � PL. PLATE II. SUB FLOORING,GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. HOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055 NAILING A5 PER FASTENING SCHEDULE ON PAGE 0-003 AND GLUED, U.O.N. 10. BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - ELEV. ELEVATION PLYWD. PLYWOOD CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL A EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS (1) WALL TIE PER (3) 50. FT. L_ WRAP OR DOCUMENT, THE 60VERNIN6 BUILDING GORE AND ANY ADDITIONAL EQUIP. EQUIPMENT P.T. PRESSURE TREATED APPROVED EQUAL. REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, AND SHALL NOT BE ALTERED OR BE REPRODUCED WITTHOUTHOUT WRITTEN 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF Y PORTILLO, RA EVALUATION REPORT. MAX. 32'-O" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. EXIST. EXISTING REQ'D REQUIRED PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE BEAMS OF EXTERIOR 5HEATHING. 1.4. STRUCTURAL COMPOSITE LUMBER: SIN6LE MEMBERS OR ASSEMBLIES 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. EXT. EXTERIOR R1 RISER � i r 1 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 14. PROVIDE 'X' OR055 BRAGIN6 AT JOISTS, STUDS, AND RAFTERS WHEN SPANS USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVE FINISH GRADE. F.A.I. FRESH AIR INTAKE RM. ROOM v '- RESPON5I5LE FOR DESIGN INTENT ONLY. EXCEED V-O" AND AT EVERY 8'-O". A5TM V5456 STANDARD SPECIFICATION FOR EVALUATION OF -� STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOGUMEN, THE 16. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES FAR FLOOR AREA RATIO R.R. ROOF RAFTER 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE OOVERNIN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40°F AND FALLING, UNLESS APPROVED BY ARGHITEOVENGINEER. NO ii 6-004. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. 1 (�� 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL F.A V. FRESH AIR VENT I STL. � STEEL "Ij W TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED IT. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY • RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLASS AND LEAVE WORK NECESSARY. WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE ARCHITECT/ ENGINEER. FF FINISHED FLOOR S.V. SMART VENT BROOM GLEAN. C70VERNINO BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS FF ELEV. FIRST FLOOR ELEVATION 1 TBD TO BE DETERMINED IT. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 0-005. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE 15. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND 15. THE CONTRACTOR SHALL CARRY WORKMAN'5 COMPENSATION AND GENERAL CONNECTED WOOD TRU55 CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, WHERE EVER APPLICABLE. / 1 LIABILITY INSURANCE. ALL SHALL ,COMPLY WITH STATE AND LOCAL CODES I8. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. OR THE MANUFACTURER'S CODE EVALUATION REPORT. F.J. FLOOR JOIST5 TEMP GL. TEMPERED GLASS `J c AND ORDINANCES. GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB Iq. UNLESS OTHERWISE INGIGATED, ALL FOUNDATION FOOTINGS ARE TO BE A L FLOOR SHALL NEVER EXCEED A Ib SPAN. 1.6. GYPSUM: 6YP5UM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJEGTIN6 b" ON EACH SIDE OF THE FOUNDATION WALL. FOUND. FOUNDATION THK. THICK 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF MEET THE PROVISIONS OF ASTM 056 SPECIFICATION FOR GYPSUM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK , THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING WALLBOARD, ASTM 03T SPECIFICATION FOR GYPSUM LATH, OR ASTM CTq CONCRETE SLABS TO HAVE 6xb 10/10 WELDED WIRE REINFORCING. FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION T.O.W. TOP OF WALL !^ COMPLETION OF PROJECT. AS PER PAGE 6-003. SPECIFICATION FOR GYPSUM 5HEATHING BOARD. v J 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED FR. FRAME Tr TREAD n, IT. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN I.T. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID 4 SOUND GOVDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 8" VJ ARCHI TEOVENOI NEER, AND THEIR AGENTS AND EMPLOYEES FROM AND ACCORDANCE w/AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD MEET THE PROVISIONS OF ANSI/AHA A135.4 BASIC HARDBOARD OF DEEP d 3'-O" BELOW GRADE. FRPR. FIREPROOF TYP. TYPICAL Q AG D AINST ALL CLAIMS, AMA6E5, LOSSES AND EXPENSES, INCLUDING TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER ANSI/AHA AL35.6 HARDBOARD SIDING. ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD GLASS WINDOWS AND DO0e5 �FTG. FOOTING U.O.N. UNLESS OTHERWISE NOTED THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, Le? STRUCTURAL PANELS: I. ALL CLASS TO BE INSULATED LOW-E,UNLESS OTHERWISE SPECIFIED. 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER GYP. BD. GYPSUM BOARD VERT. 11 VERTICAL Y INJUR TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK I.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL MANUFACTURER SUCH A5: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE 2. CLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER ITSELF INCLUDING THE LOSS OR USE: RESULTING THEREFROM). (B) 15 CAUSED IN ETC. FOR LOCATIONS SUCH A5: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, CLEARANCES ARE PROVIDED. H.D. -I HOLD DOWN V.I.F. VERIFY IN FIELD WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND - -- < CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY 3. ALL SLIDING GLASS DOORS,SKYLIGHTS, AND ANY CLASS UNIT INSTALLED HDR HEADER W/ ��WITH EMPLOYED BY ANY OF THEM, OR ANYONE FOR NH05E ACTS ANY OF THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: PRODUCT STANDARD 2 (PS2) PERFORMANCE STANDARD FOR WITHIN 18" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED 6LA55, BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A A. HEYERHAEUSER TRUS JOIST 2.OE MCROLLAM LVL WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE UNLESS OTHERWISE NOTED. HNOR HANGER �FWD. WOOD PARTY INDEMNIFIED HEREUNDER. B. 6EORO A PACIFIC 2.OE G-P LAM LVL EVALUATION REPORTS. PSL (PARALLEL STRAND LUMBER) DENOTES: 4. ALL CLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH HOR. HORIZONTAL ZR ZONING RESOLUTION 18. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING A. WEYERHAEUSER TRUS JOIST 2.2E PARALLAM P5L 1.b.2. ORIENTED-STRAND BOARD (055), WAFERBOARD ORIENTED-STRAND MANUFACTURER'S SPECIFICATIONS. BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET ALL TO BE INSTALLED AS PER MANU. SPEG.'s OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW PORK STATE TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWIN65, SPECIFICATIONS, 22. I JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD PRODUCT STANDARD 2 (PS2) PERFORMANCE VOLUNTARY PRODUCT ENERGY CONSERVATION CONSTRUCTION CODE. ( � I�� I I ¢ }� I y� �� APPLICABLE CODES AND COOP PRACTICE. DEVIATIONS FROM THE DRAWINGS STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR I � I �l C}� I�L I"I AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING GORE, APPLICABLE CODE EVALUATION REPORTS. b. PROVIDE FLASHING PANS UNDER ALL SLIDING CLASS DOORS, WINDOWS, OR AUTHORIZATION OF THE ARGHITEGT/EN6INEER. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURERS ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN b" OF AN EXTERIOR SURFACE. GORE EVALUATION REPORT. 1.5.5. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL U) Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL APPLICATIONS SHALL CONFORM TO AN51 A205.1 AND ANY T. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL PROPOSED DESIGN CODE PRESCRIPTIVE �/,4LUE o NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S GORE SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. COMPONENT COMPL I E5 I- U) PERTAINING ARE TO BE FIELD VERVFIED. OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL EVALUATION REPORT. VALUE G 1 TP�TI ON (PER 2020 NY5EGGC) w RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT b. ALL CLASS 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. CLASS g it 20. CONTRACTOR TO REMOVE 8 RELOCATE AS REQUIRED ALL EXISTING WORK EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED lb.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. .___ ___ � N WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. IN DIAMETER TO ONE-THIRD THE: ACTUAL RAFTER DEPTH AND THE E PcF OF THE SHALL MEET THE PROVISIONS OF ANSI/AHA AIg4.1 CELLULOSIC Q H HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. FIBERBOARD OR ASTM 020b STANDARD SPECIFICATION FOR q. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH MAX. U-VALUE = 0.52 iL w U-VALUE = 0.25 w 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S CELLULOSIC FIBER INSULATING BOARD. ANOTHER WINDOW MANUFACTURER, IT IS THE RESPONSIBILITY OF THE FENESTRATION U-VALUE MAX. AIR LEAKAGE = 0.30 GPM/5F YES p E SPECIFICATIONS, UNLESS NOTED OTHERWISE. AIR LEAKAGE = 0.30 GFM/SF � 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH PER R402.4.3 TABLE R402.1.4 - CLIMATE ZONE 4 O O MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF 1.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE I _ _ Z_ O 22. PROVIDE FIREBLOGKING AS PER NEW YORK ACCESSIBILITY STANDARDS. THE STUD LENGTH SHALL NOT EXCEED 2595 OF THE ACTUAL DEPTH. BORED STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. CHARACTERISTICS ARE AS FOLLOWS,BUT NOT LIMITED TO: DESIGN PRESSURE, 4" THICK SPRAY FOAM INSULATION p p HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS MIN. R-VALUE = 4q 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY OF THE HOLE SHALL NOT BE CLOSER THAN 5/8" TO THE EDGE OF THE STUD. (PS- 1), THE 60VERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS. CEILING R-VALUE INSULATION = R-28) W/ R-21 BAIT YES 03 Z INSULATION PER TABLE R402.1.2 - CLIMATE ZONE 4 m O UNAUTHORIZED USE UNDER FEDERAL. LAW BY THE ARCHITECTURAL WORKS NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. REQUIREMENTS AS SET FORTH IN APPLICABLE CODE: EVALUATION O v COPYRIGHT PROTECTION ACT OF IggO (AWCPA), WHICH 4A5 SEVERE PENALTIES. REPORTS. 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE �- :) 25. FOR NEW WALLS, A PERFORATED SHE SYSTEM I5 USED. THE TEMPERED GLASS. EXTERIOR (2"x69 WOOD R-21 BATT INSULATION MIN. R.-VALUE = 20 (CAVITY) Z m GENERAL WIND PROTECTION CONNECTION NOTES: CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL FRAME WALL R-VALUE PER TABLE R402.1.2 - CLIMATE ZONE 4 YES N Z ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL NOTES, AND TABLES ON PACE 6-003 6 0-004. THE FASTENING SCHEDULE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.1. 11. EXTERIOR 6LAZIN6 SHALL BE PROTECTED FROM WINDBORNE DEBRIS. __] I 0 0 CONSTRUCTION; SSTD 10-qq AND 2015 SBG HIGH WIND EDITION WOOD FRAME SPECIFIES THE REOV NAILING FOR THE 5HEATHING (ANY NAILING GLAZED OPE'.NIN6 PROTECTION SHALL MEET THE REQUIREMENTS OF THE LAR6E SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING 2.2.1. BOLTS: BOL75 SHALL COMPLY WITH ANSI/ASME B 15.2.1 SQUARE AND MISSILE TEST OF ASTM F141% AND ASTM EIb56 AS MODIFIED BY 2020 NYS BC MIN R-VALUE = 19 CONSTRUCTION FLOOR R-VALUE R-30 GATT INSULATION YES � m nj I. A CONTINUOUS LOAD PATH BET6�lEEN FOOTINGS, FOUNDATION WALLS, SCHEDULE). HOEDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED HEX BOLTS AND SGREW5 (INCH SERIES). SECTION 501.2.1.2.1. 6ARAG= DOOR GLAZED OPENING PROTECTION SHALL MEET PER TABLE R402.1.2 - CLIMATE ZONE 4 p THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR �v ' „ vv v " w N O FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS d MANU. SPEG.'s). -- .� HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS, 2.2.2. LAO 50REW5: LAG SGREW5 OR LAG BOLTS SHALL COMPLY WITH ANSI/ AN51/DASMA 115. 2 Q p 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT ASME B1&.2.1 SQUARE AND HEX BOLTS AND 5GREW5 (INCH SERIES). BASEMENT WALL R-VALUE R=15 GATT INSULATION ® INTERIOR MIN. R-VALUE = 13 (CAVITY) AT INTERIOR OF WALL � ►_ QQ INCLUDED IN THE STANDARD BUILDING GODS, SECTION MME OF IBC SHALL HOOD COLUMN BEARING A5 FOLLOWS: 12. AS AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH PER TABLE R402.1.2 - CLIMATE ZONE 4, NOTE (c) YES ) v Z a BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, 2.2.3. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES A THICKNESS OF NOT LESS THAN J" AND A SPAN OF NOT MORE THAN 8' SHALL TREATED W00D d FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN BE PERMITTED AS 6LAZIN6 PROTECTION. PANELS SHALL BE PRECUT AND 1 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED WALL w/ STEEL SHIMS 4 A MIN. 5/4" OF NON-SHRINK GROUT. STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE tt�Li�i1Q� STA�i�M)=N� m I r-I DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL SECURE w/(2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® THE 60VERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN le I* AREAS SHALL BE STAINLE59 STEEL OR HOT DIPPED GALVANIZED. EXIST. WALL5 6 12" LONG HOOKED BOLTS ® NEW FOUND. WALL5). FOR ANY AS SET FORTH IN THE MANUFACTURERS CODE EVALUATION REPORTS. PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4 [RE]. C � POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. IV' R3ol.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT H r~i o 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N.). 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND CORROSION-RE515TANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE HOWEVER, WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE GAGE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, ON THE BUILDING. p O PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL TI�LJLE R50I •1 � [_ L AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ MEET THE REQUIREMENTS OF THE 6OVERNINO BUILDING CODE AND ANY . PLUMBING CLIMATIC 4 GEOGRAPHIC, DESIGN OR17ERIA ! STANDARD SHEARWALL HARDWARE (w/ NOTED VALUES) $ ANCHOR BOLTS, ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DHV) ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS PROJECT: S. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 5" LONG CODE EVALUATION REPORTS. SYSTEMS TO NYS PLUMBING GORE AND NYS DEC REGULATIONS. RAFTERS EXCEPT WHERE COLLAR TIES OF INN' OR 2"x4" LUMBER 15 w/b" RISE 4 w/(2) s/4"O BOLTS THROUGH CENTER LINE OF VERTICAL LEGS 6ROUND SNOW LOAD 25 LBS LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF SET 6" DIST., U.O.N. - ADDITIONAL INFO. IS FOUND ON PACE 6-005. 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F I667 STANDARD 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. ALLOWABLE WHITE RAFTERS. ASPHALT ROOFING SHINGLES SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. STRUCTURAL MEMBER BASIC WIND SPEED 150 MPH I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-CLASS-A ASPHALT ROOFING 3. ALL WATER PIPING TO HAVEGLEAN OUTS AT ALL CHANGES IN DIRECTION DEFLECTION ADDITION b. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. SHINGLES OR APPROVED EQUAL. 2.2.6. PNEUMATIC NAILS AND STAPLE5: PNEUMATIC NAILS AND STAPLES AND AT BASE OF VERTICAL WASTE PIPES. SHALL MEET THE REQUIREMENTS OF THE 60VERNIN6 BUILDING CODE RAFTERS HAVING SLOPES GREATER THEN 5/12 EXPOSURE CATEGORY B T. FLOOR TO FLOOR HOLD-DOHN5 TO BE PROVIDED EVERY 4b" AND EVERY 2. 5HINGLES SHALL BE APPLIED OVER 15# BUILDING FELT,UNLESS OTHERWISE AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER 1_1150 16" WITHIN 4' OF EXTERIOR CORNERS. NOTED. ALSO, CONTRACTORS OPTION TO APPLY OAF-WEATHER-WATCH ICE MANUFACTURER'S CODE EVALUATION REPORTS. FOOT. W/ NO FINISHED CEILING ATTACHED TO RAFTERS SEISMIC DESIGN GATECORY B AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL 5. 51LL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED LINE. 8 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. 2.2.7. 50REW5: SCREWS SHALL COMPLY WITH ANSI/ASME B 15.6.1 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: INTERIOR WALLS 4 PARTITIONS H/180 TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER WOODSCREWS (INCH SERIES). - DISH WASHER.........................................2" WEATHERING SEVERE 230 LESTERS ROAD OF J" AND 3"x3"xj" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 5. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF - KITCHEN SINK........................................2" PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR CONSTRUCTION. - LAVATORY...............................................2" FLOORS 4 PLASTERED GEILIN65 L/360 FR057 LINE DEPTH 3'-0" MATTITUCK, NY 11952 BOLTS SHALL HAVE A MINIMUM EMBEDMENT OFT' IN GONGRETE/MASONRY MECHANICAL CONNECTIONS: - SHOWER/TUB..........................................2" FOUNDATIONS. ANCHOR BOLT5 SHALL BE LOCATED WITHIN 12" OR CORNERS 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S - TOILET........................................................5" ALL OTHER STRUCTURAL MEMBERS L/240 AND AT SPACING NOT EXCEEDING 4' ON CENTER. SPECIFICATIONS. 1. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE - LAUNDRY .................................................2" TERMITE MODERATE TO HEAVY 5. NAILING OF ROOFING SHALL BE TO GORE. SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. - FLOOR D ICE BARRIER REQUIRED YES RAIN..........................................5" EXTERIOR WALLS W/ PLA5TER OR STUCCO FINISH H/360 DRAWING TITLE: 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED b. ALL SYSTEMS TO HAVE ONE 5" MAIN VENT STACK AND INCREASED TO 4" GENERAL NOTES CODES AND REFERENCE STANDARD: b. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND Ib GAGE STAPLES ARE BY "SIMPSON" MANUFACTURER. THROUGH ROOF. EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 1. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK PERMITTED I ENERGY TABLE STATE BUILPING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES T. PROVIDE FR05T-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN b EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK T, PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL DRAIN COCKS AS REOV. HOSE B155 SHALL BE PROVIDED WITH BAGKFLOW STATE ENERGY CONSERVATION CONSTRUCTION CODE. 2:12 PITCHES TO 4:12 PITCHES LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY PROTECTION. 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF LOADING VALUES ARE LESS THAN WHAT 15 SPECIFIED BY "SIMPSON" WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME 8. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED CONSTRUCTION FR MIN MANUAL N THE AMERIGAN FOREST +6 PAPER ASSOCIATION THE SEALANT TO UPLIFT FORGES USING ASTM D b381. 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED WITH BACK FLOW PROTECTION. CONST ) AMERIGAN WOOD COUNCIL (ANC). MECHANICAL, FUEL OAS: STRUCTURAL DESIGN LOADS PAGE: 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE 1. MECHANICAL AND FUEL OAS SYSTEMS SHALL COMPLY w/ THE MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. HEALTH DEPARTMENT STANDARDS AND REGULATIONS. NYS MECHANICAL CODE AND FUEL GAB CODE G-002m0lPLUMBING GODS. USE LIVE LOAD DEAD LOADb. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER 10. APPROVAL AND IN5PEGTION I5 REQUIRED BY LOCAL JURISDICTION PRIOR I4. ALL MEGHANIGAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE 2• ALL MEGHANIGAL SYSTEMS, APPLIANCES, 4 EQUIPMENT SHALL BE LISTED, SPECIFICATIONS OF THE PRODUCT BEING INSTALLED TO CONGEALMENT OF PLUMBING. MECHANICAL CODE AND 2020 NEVI YORK STATE FUEL OAS CODE. LABELED, a INSTALLED IN ACCORDANCE w/ MANUFACTURERS SPEC.S b CODE. EXTERIOR BALCONIES 4D psf 15 Psf T. VARIATIONS IN CONNECTOR GONFI6URATION SHALL BE APPROVED BY II. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING GODS. 5. ALL ELECTRICAL WORK SHALL CONFORM TO 201T NATIONAL ELECTRIC 3. ALL FUEL GAS SPACE HEATING APPLIANCES IN RESIDENTIAL BUILDINGS ARCHITECT NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED SHALL BE EQUIPPED w/ FLAME SAFEGUARD DEVICE WHICH SHUTS OFF THE FUEL NOR ANY POTENTIAL DAMAGE THEREOF. DECKS 40 psf 15 psf CODE, NFPA TO AND 2020 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION GODS. SUPPLY TO THE BURNER WHEN THE FLAME OR PILOT LIGHT IS EXTINGUISHED. 8. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM DATE: 10/02/24 2 OF 17 HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED 12. PER NYS PG 425.4, A 4"x3" CLOSET BEND SHALL BE AN ACCEPTABLE PA55ENSER VEHICLE 6ARAOE5 50 psf AS PER PLAN 4. SUPPLY d RETURN DUCTS OR PORTIONS THEREOF NOT LOCATED BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. WATER CLOSET CONNECTION. WHERE A 3" BEND 15 UTILIZED, A 4"x3" FLANGE GYPSUM WALL BOARD COMPLETELY INSIDE THE BUILDING THERMAL ENVELOPE SHALL BE INSULATED SHALL BE INSTALLED TO RECEIVE THE FIXTURE HORN. ATTICS WITHOUT STORAGE (MAX CLEAR HOT < 42") 10 psf 15 psf I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT TO AN R-VALUE OF AT LEAST (NYS EGG R403.3): INSULATION ELECTRICAL: COMPOUND METHOD. I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED DUCTS 3"� 8 GREATER, LOCATED IN ATTIC: R-8 FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILING, UNLESS DUGT5 UNDER 3"O, LOCATED IN ATTIC: R-6 FOIL TO BE PLACED TOWARD WARM SIDE. TO 2011 NATIONAL ELECTRIC CODE, NFPA TO AND 2020 NEW YORK STATE DUCTS 3"0 $ GREATER, OTHER PORTION OF BUILDING: R-b ENERGY CONSERVATION CONSTRUCTION CODE. OTHERWISE NOTED. WATER RESISTANT (H.R.) AT BATHROOMS AND WHERE DUCTS UNDER 3"O, OTHER PORTIONS OF BUILDING: R-4.2 ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf DEEMED APPLICABLE. 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON �. WALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY I 3. 5/8", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND HALLS SITE WORK CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE COMPLETION OF WORK. SLEEPING ROOMS 30 psf i 15 psf ' I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR11 (WHERE APPLICABLE) AT HEAT PRC>DUGING EQUIPMENT TO EXTEND THREE FEET FOUNDATION WATERPROOFING. a , 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: STAIRS 40 psf 15 psf IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING 2, VERIFY ALL 61VEN DATA ON DRAWINGS. IF THERE: 15 A DISCREPANCY, - GENERALLY,VERIFY OR PROVIDE HARD WIRED p p 4 EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON HOOP FRAME, INSTALL 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: r RECEIVE CLARIFICATION FROM ARGHITEGT/ENGINEER PRIOR TO PROCEEDING. - q" R-30 FOR FLAT CEILINGS SMOKE DETECTORS: w/ BATTERY BACK-UP IN: CONCRETE PANELS OF 5/8 THICKNESS MINIMUM. GUARDRAILS AND HANDRAILS 200 psf 15 psf b.25" R-500 FOR VAULTED AND CATHEDRAL GEILIN65 " 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. AONSTRUCTION . EACH SLEEPING ROOM 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, ANra ) EDGES SHALL BE STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING - 5.5" R-13 FOR 2'x4" WALL CON57RUCTIO . , TAPED AND RECEIVE THREE COATS OF JOINT COMPOUND. ALLOW 24 HOURS SITE. STOCKPILE ALL EXCAVATED MATERIALS. - 5.25" R-21 FOR 2"xb" WALL GONSTRUGTION B. OUTSIDE OF EACH SEPARATE SLEEPING . TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. - 5.25" R-21 FOR FLOORS AREA IN THE IMMEDIATE VICINITY OF ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 psf I . .•.. 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE THE BEDROOMS (GENERALLY THE HALLWAY) ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE ALL OPENINGS. FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. G. EVERY LEVEL OF DWELLING *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH I--.. (BASEMENT, FIRST FLOOR, d SECOND FLOOR, ETC.) ASCE T-I6 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) 6. FASTEN GYPSUM BOARD A5 PER. FASTENING SCHEDULE ON PAGE 0-003. 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING, OF_N F�AL 5YM550L _ EXISTING TO BE DEMOLISHED f- T,� NEW PARTIAL HEIGHT CL WOOD FRAME (L.G. 5TL. Q EXISTING TO REMAIN NHEN APPLICABLE) Q NEW FOUNDATION WALL LLI NEW WOOD FRAME (L.G. LLI 5TL. WHEN APPLICABLE) EXIST. AWN. EXIST. AWN. ,J co 2`I"WXI'b"H 2`i"WXI'b"H C'7 NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.G. 5TL. ® POST FOR 4" WALLS Q ,_ CV - ---- ----------------- WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL ������� � POST FOR 6" WALLS), U.O.N. i� NEW 2-HR FIRE RATED DETACH # REMOVE 4 DETACH Q �% WOOD FRAME (L.�. STL. REATTACH AGH REPLACE REATTACH </�/ O O N z O WHEN APPLICABLE) WINDOW WINDOW `�\_ I d � 'I r w WH C x O N EXIST, REMOVE O O .1-J 1 OILO - t DOOR EXIST. MEGH. O EXISTING ROOM a-J RECREATIONAL Q N O co Lj SPACE �� BOILER -HEATED- PP I I I PROVIDE BASEMENT w -FINISHED- I ACCESS ^ ` I PROVIDE CRAWL5PACE W 111 ❑ ACCESS I 1:1 El 4 STEP UP EXISTING RELOCATE --- RECREATIONAL WASHER d DRYER U SPACE ��i -HEATED -..-,. G Wi/ D -FINISHED- - I r ^ -REMOVE � W LNDY. _ DOOR AND IJ MOVE AND WALL / REPLACE J I I I 'EXIST. 1 JALL BATHROOM BATHROOM -------� 1 _ FIXTURES / ` EXIST. - I I�_ �� _ EXIST. ELECTRIC 1 n` EXIST. (2) D.H. DEMOLITION NOTE: VJ 7'b"WX4-i"H PROVIDE SHORING AND SUPPORT TO ALL AFFECTED Q STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT OF ANY DEMOLITION OR CONSTRUCTION. cn Z O H N Z BASEMENT DEMOLITION FLAN SCALE: 1/4" = I'-O" a Z w w 0 � Z O C � J_ Z m O 0 V Z m 0 Z O U ALL EXISTING WINDOWS N m TO BE REMOVED Z = CV w U) C.) 2 Q Qo 111 Q --- - ------- ------- O --------- - ____ === U ? a I I I I I I I girl I I I I I III EXIST. I III GL' I I I I I 04 c*4 LU Illlj ® EXIST. ry x EXIST. PROJECT: EXISTING STOOP I_iu L BEDROOM �_ BEDROOM TO BE DEMOLISHED l - I EXIST.E N � ® I I I GL. x X WHITE _ __ _____ EXISTING WALLS I IAT T IG w w I I I Ir I I I I F1 i TO BE DEMOLISHED (ACCESS I - I ADDITION // 1 EXIST.( \\ EXI57.1 I I I EXI57. I I EXISTING CHIMNEY K 1 I - L'PI I I I 5700P I I TO BE DEMOLISHED L------ LLJ L -'� ------------� L-� -� �_________________� 230 LESTERS ROAD i'' F====�JI 1 i I I 1 1 MATTITUCK NY 11952 i-'- ----__ 1 EXIST. \ EXI57. xIST. PLUMBING FIXTURE5 8 HALLWAY COVERED — P ALL EXISTING CABINETS p°RAH i ITO BE REMOVED DRAWING TITLE: EXIST.(LIVING ---- __= PROPOSED DEMOLITION PLANS I III ROOM I I /%� j � ii I _I__I_J III -CATHEDRAL Cl ^- - x - ISLAND \\ �i III r I -IH G.H.--6-O" j r� 1 III L--------------1 `�`1? - EXIST. BATHROOM REMOVE A D I EXISTING STOOP EXIST. ���yl TO BE DEMOLISHED i C I REPLACE KITCHEN --- I IL�_ ALL -1y I - JJ7 - BATHROO PAGE: i' ------ FIXTURES -ram- -------J ------ l I / III I I DW �----� I � � I A-IOLOI I -III (REF. I �_ J 1-------� I I I I r- -1-� DATE: J-0/02/24 5 OF 17 EXIST. I DEMOLITION NOTE: STOOP EXIST. PROVIDE SHORING AND SUPPORT TO ALL AFFECTED 1 I UP STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT OF ANY DEMOLITION OR CONSTRUCTION. I I I I 1--------- -L-L-1-J EXISTING STOOP TO BE DEMOLISHED F I R57 FLOOR r7)EMOL I TI ON FLAN SCALE: 1/4" = 1'-0" / y �� `® : ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL A5 PER MANU. 5PEG.'s. SEE PAGE "G-003" FOR NAILING 4 STRAPPING DETAILS. SCHEDULE `I' �/I T *'� SEE DOOR 50HEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER DOOR � � �' ** FINAL DIMENSIONS FOR FRAMING OF WINDOW5 TO BE PROVIDED BY WINDOW MANUFACTURER -- -- -- -- CONTRACTOR TO VERIFY MANUFACTURER DIMENSION WIDTHS FOR ALL MULLED WINDOWS DOOR MATERIAL G- - -- - -- -- - - - - - - - --- - - --- - FIRE RATIN Q EXISTING TO BE DEMOLISHED i„ NEW PARTIAL HEIGHT WOOD FRAME (L.G. 5TL. WINDOW CHART EXISTING TO REMAIN WHEN APPLICABLE) Q 45 MIN. RATED TAG DESCRIPTION MANUFACTURER --� Ul NOTES EGRESS CLEAR WIDTH HEIGHT I- d SELF-CLOSING LIGHT VENT 1 lU Lu NEH HOOD APPLICABLE)MG NEW FOUNDATION WALL ROUGHV OPENING WINDOW DIMENSION OPENING Lu PROV. PRO . J � 5TL. WHE TAG TYPE MODEL # WIDTH REO'D: 20" TEMP. PER UNIT PER UNIT HE16HT REOV: 24" (5 F) (S.P.) BASEMENT Q N MIN. (2) 2"x4" STRUCTURAL WIDTH HEIGHT WIDTH HEIGHT OPEN REOV: 5.1 S.F. NEW I-HR FIRE RATED - WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS A DOUBLE HUNG TW2442 2'-6 �" 4'-4 �" 2'-5 4'-4 �" 7.0 4.0 001 SINGLE SWING TBD 3'-O" 6'-8" • INSULATED - - -- --- ��]L F --: - y:-.WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL ----------___ r -- - --J --___-- ___-- � o_o i�., -o .Tr �_. __._� _ - _-- �-, � � O r- POST FOR 6" WALLS), U.O.N. O AT DOUBLE HUNG TW2442 2-6 4-4 2-5 4-4 Q 7.0 4.0 002 SINGLE SWING TBD 3'-O" 6'-8" I •- - -- m L 7 }- �q (- NEW 2-HR FIRE RATED +-+ � V400 FRAME NHEN APPLIGABBLE)5TL. FUNITS -- - tip �� 6 „ -.� . .�.� i p O N z _O B (3) MULLED 003 SINGLE SWING TBD 3-O 6-8 • ^'J0 a .� Y I DOUBLE HUNG TW24510 2'-6 �" 6'-O 2'-5 6'-O i" 10.2 5.8 X � N p O O +-+ PICTURE EDHI'56510 5'-7 6'-O 5'-7 y" 6'-O 25.5 54.0 O 00 CO FOUNDATION PLAN NOTES - N O L17 C (5) MULLED TW24510 2'-6 �" 6'-O �" 2'-5 6'-O �" 10.2 5.8 O DOOR NOTE: EXIST. MECH. ROOM: DOUBLE HUNG _ I Q 0- O Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT 12 1. NEW 120 GAL. WATER TANK �I ON PLANS BY 'JELD-WEN' (OR EDUAQ. 2.EXIST. ENERGY KINETICS 2000 BOILER MODEL D DOUBLE HUNG TW20410 2'-2 5'-O " 6.B 4.0 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT NO. EK-IF (RUN HOT WATER TO AIR HANDLERS) - ON PLANS BY 'THERMATRU' (OR EQUAL). 3.ADD (2) NEW 36,000 BTU MODEL NO. " 3.NOTE DOES NOT INDICATE EACH NEW DOOR BGRMB663653N4 AIR HANDLER (RUN HOT DT DOUBLE HUNG TW20410 2-2 5-O 2-I 4-O Q 6.8 4.0 PROPOSED;SEE IDESIGNATIONS 4 DOOR SCHEDULE. WATER TO NEW AIR HANDLERS) „ „ „ „ W 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR XIST,-ATfIG----LEVEL-A-HANDLER TO REUSE E DOUBLE HUNG TW2046 2-2 4-8 :2'-1 4-8 6.5 3.-> WALLS, U.O.N. T5. .A.I. VIA THROUGH WA�_ OE 5. INSTALL AS PER MANU SPEG.'s ENT THROUGH ROOF F DOUBLE HUNG TW210510 6'-O 2'-II 6'-O �" 6.PROVIDE (2) 2"xl0" HDR.,U.O.N. '1 IN O"c3 L IN FRONT OF - - - - - 7. SEE PAGE 0-005 FOR ALL OTHER FRAMING EGHAMCAL UNITS AS PER NYS MG 506.1 45-P4040- 1 -0 ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 5.MAINTAIN ALL APPLICABLE VENTING G BAY 20 �� FREEZE PROOF HOSE BIB:- CLEARANCES REQUIRED PER NYS MG 504. r l O LOCATION T.B.D. IN FIELD - CONSULT w/ OWNER) H DOUBLE HUNG _ -TW24510 - 2'-6 6'-O 2'-5 6'-0 " 5.5 �I 10.2 2 (2) MULLED FASTENED R MASONRY ANCHORS (PRECISE TYPICAL MECHANICAL ROOM NOTES: TI. FOR WD. FR. FLOOR - PROVIDE 1/2 GONG. BD. BY "DUROCK" (OR EQUAL) (3) MULLED „ „ w J TW24310 :2'-6� 4-O 2-5 4-O �F �F 6.4 3.7 J M O2. FOR WD. FR. GLG. AND/OR WALLS - PROVIDE (I) DOUBLE HUNG _ w SMOKE DETECTOR / GO DETECTOR NOTES: I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT LAYER OF 5/8 TYPE X" GYP. BD. UL U505 (OMIT ON SMOKE /CARBON MONOXIDE COMBINATION DETECTOR GONG. WALLS) K CASEMENT GW35 7-I 5-O 7'-O 4'-I I �" 8b-j- 27.6 17.2 HARD WIRED TO EACH OTHER w/BATTERY BACKUP. 3. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. - - 2.INTERCONNECTION BETWEEN NEW 4 EXISTING DEVICES 5PEC.'s AND AS PER NYS MECH. AND FUEL OAS CODE j „ „ SHALL NOT BE REQUIRED WHERE EXISTING ALARMS 4. COMB. AIR VOLUME AS PER MANU. SPEC.'S - PROVIDE LT DOUBLE-HUNG TW2036 2-2 3-8 2 I ARE NOT INTERCONNECTED,AS PER NYS R314.4. FRESH AIR INTAKE FROM EXTERIOR r , 3.PROVIDE SMOKE/CO DETECTORS AS INDICATED, AND 5. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL M CASEMENT GX25 5'-3 5'-0 5'-2 4'-I I 20.7 IC1.6 `•J PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. EMERGENCY SHUT OFF SWITCH u 4 HORIZONTAL SrPARATISMOKE /CO RON FROM SUPPLY/RETURN DUCTS 1. LOCATE MEGHVEQUIP.R�O ALLOW FOR PROPER VIDE OAS SHUT OFF ITCH J� DOUBLE-HUNG_1F TW2436 2'-6 �" 3'-8 �" 2'-5 3'-8 " 5.7 5.5 Q .� 4 OPENINGS TO BATHROOMS w/SHOWER OR TUB. CLEARANCES AS PER GODS - --- -- ------ -- - ' ^ 5. INSTALL ALL AS PER MANU. 5PE'.C.'s b. PROVIDE 3" FLOOR DRAIN 4 CONNECT TO SANITARY +� CASEMENT WINDOWS TO HAVE CENTER MULLION �/J 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR SYSTEM AS PER NYS PLUMBING CODE IN COMPLIANCE WITH LOCAL GCDE WINDOW NOTE: Q O I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN 400 THERMOSTAT: SERIES,CASEMENT, DOUBLE-HUNG, OR GLIDING (AS 14 1. PROVIDE THERMOSTAT FOR (4) HVAG ZONES: NOTED). INSTALL AS PER MANU. SPEC.'S. - ZONE I: IST FLOOR,FOYER 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; - ZONE 2: I5T FLOOR, MASTER BEDROOM SEE DESIGNATIONS 4 WINDOW eCHEDULE. - ZONE 3: 2ND FLOOR, HALLWAY 3.FOR SUBSTITUTIONS, SEE NOTE *I'q IN "GLASS WINDOWS - ZONE 4: BASEMENT AND DOORS" ON PAGE 0-002. 2. H.O. TO SELECT MODEL; INSTALL AS PER MANUF. 4.ALL CASEMENT WINDOWS TO HAVE 5TRAI6HT ARM HINGE. SPECS; 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH 3. THERMOSTATS SHALL BE PLACED IN CENTRAL b.IN GENERAL, TEMP. GL. SHALL BE PROVIDED: LOCATIONS (AS SHOWN, DESIGNATED FOR HVAG i O 6.1. FOR ALL 5KYLIGHTS 4 OPERABLE PANELS OF PURPOSES). - SWINGING, SLIDING, 4 BIFOLD DOORS Q 6.2. WITHIN 15" OF F.F. 6.5. WITHIN 24" OF A DOOR 6.4. WITHIN STAIRWAYS 4 WITHIN 56" OF A LANDING 15 PROVIDE (2) NEW 2 TON HYDRONIC AIR HANDLER: 2 6.5. WITHIN TUB/SHOWER ENCLOSURES I. UNITS BY "RHEEM" OR APPROVED EQUAL 6.6. SEE AL50 GENERAL N0I7ES ON PAGE 0-002 2.PROVIDE TONNAGE FOR IST FLOOR "ZONE I" UNIT -1. SEE PAGE 0-005 FOR FRAMING ELEMENTS AROUND LOCATED IN CRAWLSPACE WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM 5.ROVIDE TONNAGE FOR 2ND FLOOR "ZONE 2" UNIT (2) 2"xlO" HEADER U.O.N. LOCATED IN ATTIC 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER z O NYS R312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS Z y LESS THAN 24" ABOVE F.F., THAT ARE MORE THAN -12" ABOVE GRADE OR THE ADJACENT SURFACE AT THE w BUILDING EXTERIOR. m a z EGRESS NOTE: w w IN COMPLIANCE WITH NEW PORK STATE BUILDING - - - - - - - m CODE,SECTION R310.2.1;THE FOLLOWIN6 MEANS OF I - _I L O EORE55 SHALL BE FOLLOWED: - - - - - - C m NET CLEAR OFF-NINO........... 5.7 S.F. - - -- - - O = z rT - NET CLEAR HEIGHT............... 24" MINIMUM t L] / tt;)> 11-- m NET CLEAR WIDTH................. 20" MINIMUM O d EGRESS WINDOW WELL: z � O PROVIDE NEW E6RE5S WINDOW WELL 4 COVER BY I 3'xb' 2 Z ..Roo 66 SERIES" 66"W.X44"H. OR EQUIVALENT. A/G PAD N 0 INSTALL AS PER MAN. SPECS. E IS . AWN. 8-OI/2 2 RELOCATED N m CV i FREESTANDING Z t=i) U N OIL TANK Q EXIST. AWN. Tom, o QQ PROP. WATER 1 N U a NEW FILTER STOR. REGREATIONA e 1 STAGE et C4 405 S.F. 0 3 NH -HEATED- r rri o -FINISHED- t EXIST. EX15T1NG C, C 0 G.H.=T-O" FINISHED LOOR W � RECREATIONAL 12 TO FINISHED GEILN6 SPACE 3 cc -HEATED- BOILER PROJECT: 5 N -' -FINISHED- O - - - 5M(/AGO w 14 G.H.="1'-O" FINISHED FLOOR N TO FINISHED CEILING MOD. NEW -7 WHITE 4 L MEGH CRAWLSPACE Y Y ROOM 220 S.F. - � I ADDITION BILCO ❑ ❑ ❑ 96.Q 5F. - - STAKWEL 3 4" STE • 4" STEP 1 001 EXIS it ING SM/CO PROP.I n ACCESS RECREATIONAL o02 OPENING 230 LESTERS ROAD SPACE -HEATED MATTITUCK, NY 11952 • ° ° °• �FINISIHED� 1 _ G.H.-6-6"FINISHED FLOOR TO FINISHED 0EILIN6 2'-:2 DRAWING TITLE: PROP. i p MODIFIED � PROPOSED FOUNDATION PLAN tV CL, i •, • ° a AQUA5ANA HATER 0 EXIST. FILTRATION MP PANEL - i I F_ I I EXISTING EGRESS MODIFIED BATHROOM _ 2 - - - NINIDO 70 REEMPENIN& IIF; UTILITY 200 - - - - 6.5 S.F. O TO REMAIN CLEAR4 l- -I PAGE: - - - - - - - - - - - _ . EXIST.(2) D.H. Tb"WX4T'H1 �� A-102 ,. Oml. o DATE: 10/02/24 6 OF 17 4 m Q 'n, PROPOSED FOUNC1 A71ON PLAN 120' i.-7 S.F. HAE317AE3LE SFAGE; 120' f.-T S.F. GROSS FLOOR AREA 0 5 10 SCALE: 1/4" = i'-o" t �, 20 GRAPHIC SCALE 1/4"=1'-0" � �� � � • ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEC.'S. SEE PAGE "G-003" FOR NAILING 3 5TRAPPING DETAILS. * SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER CONTRACTOR TO VERIFY MANUFACTURER DIMENSION WIDTHS FOR ALL MULLED WINDOWS CL EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. 5TL. [DOOR EXISTING TO REMAIN SCHEDULE WINDOW CHART Q WHEN APPLICABLE) �� DOOR MATERIAL EGRESS CLEAR NEW WOOD FRAME (L.G. NEW FOUNDATION WALL i LIGHT WENT i FIRE RATING ROUGH OPENING WINDOW DIMENSION OPENING W STL. WHEN APPLICABLE) TAG TAG TYPE MODEL # WIDTH REC?'D: 20" TEMP. PROV. PIROV. J C>3 DESCRIPTION MANUFACTURER p -a N 45 MIN. RATED NOTES _ _ PER UNIT PER UNIT NEW I-HR FIRE RATED MIN. (2) ZX4" STRUCTURAL WIDTH HEIGHT lu -1SELF-CLOSING - - HEIGHT OV:REO 5. 24 S.F.WIDTH -HEIGHT WIDTH HEIGHT5'F') (`'•F•) Q ; `CV X POST FOR 4" WALLS OPEN REQ'D: 5.'I S.F f� WOOD FRAME (L,G. STL. _ f� WHEN APPLICABLE)O. (MIN. (2) 2„xb" STRUCTURAL I A DOUBLE HUNG TW2442 2'-b �" 4'-4 �" 2'-5 4'-4 POST FOR b WALLS), U.O.N. FIRST FLOOR (�� - O IF NEW 2-HR FIRE RATED _ _ _ AT DOUBLE HUNG TW2442 2-b �' 4'-4 2-5 4-4 Q •7.0 4.0 , z CO WOOD FRAME (L.G. 5TL. 101 SINGLE SWING JELD-WEN 2-4 6-O I • - g (5) MULLED O C (\J z O WHEN APPLICABLE) _ I_��i � UNITS 0- •OLO 1777�2 POCKET JELD-WEN 2'-O" 8'-O" • DOUBLE HUNG TW24510 2,=k � 6'-O 9" 2'-5 i" 6'-O �" 10.2 5.8 0 4- O O N 1 CO 1-10-5 POCKET I JELD-WEN :2 V-O" • ::APICTURE DHP56510 5'-'i �" IF 6'-O i" 5'--1 a" 6'-O i" 28.3 ]=54.0 - J 0 m '- FLOOR PLAN NOTES _ - - __ l N 0 � , (3) MULLED � „ „ � „ , DOOR NOTE: 104 51NGLE SWING JELD-WEN 2-6' 8-O • ,'�� C DOUBLE HUNG 1 TW24510 2-6 6-O 2-5 6-O 10.2 15.8 Q 0. NEW LAUNDRY ROOM: I- 1 ___ Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT bO 1. NEW WASH/DRY HOOK UP ON PLANS BY 'JELD-WEN' (OR EG2UAL). 2.COORDINATE LAUND. ROOM Q DOOR DIM.'s 105 GLIDING ANDERSEN b'-O" 8'-O" • �� D Ar DOUBLE HUNG TW20410 2'-2 �" 5'-O 2'-I 5'-O �" 6.8 4.0 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT w/SIZE OF EQUIP. - - --- -- -- -- --- -- ON PLANS BY 'THERMATRU' (OR EEQUAL). 5. PROVIDE HOOK UPS AS REDS PER MANU. r DT IF DOUBLE HUNG TW20410 2'-2 �" 5'-O �" 2'-I 4'-0 5.NOTE DOES NOT INDICATE EACH NEW DOOR 106 SINGLE SWING JELD-WEN I-6 6-O --- L _ n 1 PROPOSED;SEE DESIGNATIONS 4 DOOR SCHEDULE. ( I 1 W 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR � b-0„ • �I • I DRYER EXHAUST NOTE: 10-f FDOUBLE SWING TBD (2)L „ _ I III ` E DOUBLE HUNG TW2046 2'-2 �" 4'-8 �" 2'-Ig" WALLS, U.O.N. 2-O - --_ L:2 - 5. INSTALL ( PER MANU .,U.O.N. - DUCTOPEN SHALL TERMINATE TO EXTERIOR 108 GLIDING ANDERSEN IFF DOUBLE HUNG TW210510 3'-O �" 6'-O �" '-II =-7.:2 6.PROVIDE (2) 2"xl0" HDR.,U.O. 2.DUCT SHALL TERMINATE MIN. 4-O FROM ANY 6'-O" 8'-O" • • _- ?. SEE PAGE 0-003 FOR ALL OTHER FRAMING 3. DUCT SIZE AS PER MANU. ------ ��� 6 BA 45-P4040- - - ELEMENTS AROUND DOORS (TYR FOR ALL) U.O.N. ( Y -f-2 4 2 "1 3 4-1 7� 4.DUCT SHALL BE EQUIPPED w/ A BAGKDRAFT DAMPER J�--J, STAIR 4 RAILING NOTE: 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN IOQ BARN DOOR JELD-WEN 2'-b" 8'-O" • 20 r l O CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO E v -- H (2) MULLED TW24510 r 2'-b 1i b'-O 2'-5 - •- I. ALL NEW STAIRS SHALL HAVE MAX. 8-I/4 Ri � MIN. 10 CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM ,_ �, S � �� � 6-O � 5.8 10.2 5.8 Tr - RISERS SHALL BE CLOSED 110 POCKET JELD-WEN 2 8 6-O 1 ' ' DOUBLE HUNG 2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO -_ - (3) MULLED ,_ „ ,_ „ „ EXCEED 6 FEET AND SHALL BE LISTED AND LABELED J TW24310 2 6 4 O �" 2-5 4'-0 6.4 NOT EXCEED THE SMALLEST BY MORE THAN J"• IN ACCORDANCE WITH UL 2158A. III SINGLE SWING JELD-WEN 3'-O" 8'-O" • • DOUBLE HUNG 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: 6 METAL w/SMOOTH INTERIOR SURFACESWI HI�OINTS 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST b'-8". „ THK K'� CASEMENT GW35 1-7.2 4.1. BETWEEN CLEAR HEIGHT $ HANDRAILS: 56" MIN. RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST 112 SINGLE SWING JELD-WEN 2-4 951 -O • -- ------ .__ __._ 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 51.5 MIN. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL - - - - --- LT DOUBLE-HUNG TW2036 2'-2 �" 3'-8 2'-I 3'-8 �" 0 4."I 2.8 4.5. BELOW HANDRAIL, RAILS ON BOTH SIDES: 21" MIN. 50REW5 5. HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN T MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER U (� ONE 51DE OF EACH FLIGHT OF STAIRS CONTAINING FOUR LOCATION TO THE WALL OR ROOF TERMINATION. THE M CASEMENT GX25 5'-5 4" 5'-O 5'-2 4'-11 �" q.8 20.1 I�i.b l� OR MORE RISERS, AND WHERE SHOWN ON PLANS. MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0° WALKING SURFACES LOCATED MORE THAN 50" ABOVE BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES N DOUBLE-HUNG TW2436 2-6 ]E� 2-5 3-8 5.7 3.3 FINISHED FLOOR OR GRADE, # WHERE SHOWN ON PLANS. NOT INCLUDE THE TRANSITION DUCT. • -1. 56 HIGH GUARDRAIL 8 SPINDLE SPACING NOT TO ALLOW PASSAGE OF A 4" 0 SPHERE;56" HIGH * CASEMENT WINDOWS TO HAVE CENTER MULLION ^` HANDRAIL. NEW EXHAUST FAN SHALL BE INSTALLED WHERE w 5. 6RIPPABLE RAIL AS PER COVE. O VENTILATION IS NOT MET BY MEANS OF NATURAL Q q. RAILING TO BE WOOD. CIRCULATION THROUGH WINDOWS OR DOORS TO OUTDOOR SPACES AS PER NYS MECH. CODE SECTION OSMOKE DETECTOR / CO DETECTOR NOTES: 405.5.2.5; INSTALL AS PER MANU. SPECS 3 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT SMOKE /CARBON MONOXIDE COMBINATION DETECTOR NEW ATTIC ACCESS - PULL DOWN STAIR: HARD WIRED TO EACH OTHER W BATTERY BACKUP. O I. MIN. 550 # CAPACITY 2.INTERCONNECTION BETWEEN NEW 8 EXISTING DEVICES 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30"9 SHALL NOT BE REQUIRED WHERE EXISTING ALARMS 5. 1/2 HR FIRE RATED ARE NOT INTERCONNECTED, AS PER NY5 R514.4. 4.DEL. FRAMING WHEN NEW OPENING 5.PROVIDE SMOKE/ GO DETECTORS AS INDICATED, AND 5, WEATHERSTRIP ACCESS OPENING b PROVIDE R-411 PER 6ENERAL ELECTRICAL N07EE5 ON PAGE 6-002. INSULATION ABOVE w/ ND. FR. (OR EO.) BAFFLE OR 4.SMOKE /CO DETECTORS TO MAINTAIN 5' MIN. RETAINER TO PREVENT INSULATION FROM ENTERING HORIZONTAL SEPARATION FROM 5UPPLY/RETURN DUCTS DWELLING WHEN OPENED, AS PER NYS EGG R402.2.4 TW24510 DHF56510 TW24510 4 OPENINGS TO BATHROOMS w/SHOWER OR TUB. (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE 5. INSTALL ALL AS PER MANU. SPEG.'s THERMAL ENVELOPE OF BUILDING). b.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR '1. CONSULT H..O. FOR PRECISE WINDOW B B IN COMPLIANCE WITH LOCAL CODE 6.INSTALL A PER MANU. E LOCATION OF ACCESS. WINDOW NOTE: NEW PLUMBING FIXTURES: O I. ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN 400 O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. cn SERIES, CASEMENT, DOUBLE-HUNG, OR GLIDING (AS 5EE ALSO PLUMBING GENERAL NOTES ON PACE 6-002. _ O Z NOTED). INSTALL AS PER MANU. SPEC.'S. i m 0 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; NEW FLOOR: - Q F- 7n SEE DE516NATIONS d WINDOW SCHEDULE. IO I. NEW J" PLYWOOD SUBFLOOR BENEATH (CLUE $ SCREW); w 5. FOR SUBSTITUTIONS, SEE NOTE #41 IN "GLASS WINDOWS SCREW PERIMETER OF SHEATHING 6" O.G. b 12" O.G. ® AND DOORS" ON PACE 6-002. INTERIOR. to 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE 2.NEW FLOOR FINISH,NATURAL WOOD FLOORING PER H.O. IT-2" 45'-2" 8'--I" Q Z 6 MATGHIN6 DOUBLE HUNG 6RILl_ PATTERN. SELECTION 5. ALL DOUBLE HUNG WINDOWS TO SE TILT WASH d w 6.IN GENERAL, TEMP. 6L. SHALL BEE PROVIDED: NEW TILE FLOOR: 4'-4" 8'-6" 4'-4" w M 6.1. FOR ALL SKYLIGHTS b OPERABLE PANELS OF II 1. NEW TILE FINISH (H.O. TO SELECT) UPON 4 Z 0 SWIN61N6,SLIDING, 3 BIFOLD DOORS 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON F F 0 G 6.2. WITHIN 15" OF F.F. 5. NEW " DUROGK CEMENTBOARD (OR EQUAL) UPON Z 6.5. WITHIN 24" OF A DOOR 4. NEW " PLYWOOD SUBFLOOR BENEATH (CLUE d SCREW); _ 0 6.4. WITHIN STAIRWAYS B WITHIN 56" OF A LANDING SCREW PERIMETER OF SHEATHING 6" O.G. 6 12" O.G. ® cV D m 6.5. WITHIN TUB/SHOWER ENCLOSURES iv NATURAL LIGHT $ 0 U INTERIOR. PROPOSED E- D bb. SEE AL50 GENERAL NOTES ON PACE 6-002 MASTER VENTILATION Z Cr 'I. SEE PACE 0-005 FOR FRAMING ELEMENT5 AROUND ID WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM BEDROOM FLOOR 10'-O" Z „ 12 PROVIDE (2) NEW 2 TON HYDRONIG AIR HANDLER_ AREA '15 S.F. 220 S.F. 0 (2) 2 xl0' HEADER U.O.N. 1. UNITS BY "RHEEM" OR APPROVED EQUAL -CATHEDRAL CEILING- S.F. REO. S.F. PROV. 6.WINDOW FALL PROTECTION SHALL BE PROVIDED PER 2•PROVIDE TONNAGE FOR IST FLOOR "ZONE I" UNIT N m ej NYS R512.2 FOR OPERABLE WINL>OW5 WITH SILL HE16HT5 z LOCATED IN GRAWLSPAGE NATURAL LIGHT LIGHT 6.0 S.F. 20.0 S.F. AL16N BAY WINDOW SILL; Z t) 0 LESS THAN D ABOVE F.F., THAT ARE MORE THAN T2" 5.ROVIDE TONNAGE FOR 2ND FLOOR "ZONE 2" UNIT - O O 0 O REQ'D TREX RAILING w _j O ABOVE GRADE OR THE ADJACENT SURFACE AT THE � �t z z VENTILATION z z � COUNTERTOP EXTENSION BUILDING EXTERIOR. LOCATED IN ATTIC i = 0 Q 0 Q �_ 0 VENT m Q j- FLOOR 3.0 S.F. 16.8 S.F. Q 0 H AREA 220 S.F. w REC1'D Z EGRESS NOTE: N 0 a v IN COMPLIANCE WITH NEW YORK STATE BUILDING A/C CONDENSERS: WALL MOUNTED 13 c� a CODE,SECTION R510.2.1;THE FOLLOWING MEANS OF 13 I. PROVIDE (2) NEW 5-TON A/C CONDENSERS BY "RHEEM" S.F. REG2. S.F. PROV. B POT FILLER q'-O" 6'-5" EGRESS SHALL BE FOLLOWED: OR APPROVED EQUAL. LIGHT , ei F 4 S 51 F 6 S. . . . . G 2.PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH D REGZ'D I7. PROPOSED NET CLEAR OPENINO........... 5.'1 S.F. ZONE (SEE THERMOSTAT FOR ZONE DESIGNATION). VENT 4'-4" T5 OOP 7'-q" II'-II" N N NET CLEAR HE16H7............... 24" MINIMUM 5.INSTALL AS PER MANUFACTURER SPECS. 8.8 S.F. 1-7.5 S.F. O TREX DECKING- rr)w �'_4„ RELOCATED - REO D H ' FREESTANDING W e~I O NET CLEAR WIDTH................. 20" MINIMUM 4.INSTALL UPON LEVEL GROUND d PROVIDE GROUND LT SURFACE (GONG. PAD OR OTHER) w/WEIGHT RATING OILTANKWINDOW SILL NOTE: -CONDENSER. (1) '-O6Wxib +NI 5'-10 P4•" q-O - „ '� © •SUFFICIENT TO ACCOMMOD TE CROSS WEIGHT OF I. PROVIDE INTERIOR WINDOW SILL. EXTENSION E SUPPORT. 5. ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY OA5 108 36O O @ UPPERS E O PROJECT: 2. FINAL SIZE AND FINISH PER H.O. SELECTION. APPLIANCE, AND AT LEAST 3' FROM WINDOWS/DOORS q q REF. ' 5. FASTEN EXTENSION JAMBS/STOOLS AT BLOCKING PER s = 14 1 4A OO OO O �_ IN MANUFACTURERS INSTRUCTIONS WHENEVER POSSIBLE. o!9 - n 6.REROUTE EXIST. COOLANT LINE B DUCTWORK A5 PROP. 4'-� w 0 FARMHOUSE SINK " WHITE REQ.'D;CONNECT CONDENSERS TO EXISTING 8 Lid 4'-b.. ._0" 1 WALK IN 5HIPLAP ® 16,_B„ 6HOOD • G� STAIRWELL WALLS ADDITION PROPOSED AIR HANDLERS NOTED SEPARATELY. 5HOWER O _ _ OTYPICAL BATHROOM NOTE: PROPOSED O I. WALL BOARD ' �,-ROV. I OFFICE _ PROPOSED o I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN THERMOSTAT: HVAG z KITCHEN . p ALL BATHROOMS 14 3 75 5.F. , H 160 S.F. SHELF NIGH i 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND I. PROVIDE THERMOSTAT FOR (4) HVAG ZONES: O RETURN f_ - ZONE I: IST FLOOR, FOYER IN _ TUB SURROUNDS V. 102 • 10 0 - -3" 4'-'I" VENT DRYER 2. SHOWER FLOORS - ZONE 2: IST FLOOR, MASTER BEDROOM q CEILING SM/GO ®® MICRO. - ZONE 5: 2ND FLOOR, HALLWAY ® II - 3 -. ® THROUGH ROOF 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON - ZONE 4: BASEMENT �i 101 ffl R-H - N 1 1 $OIEER o 230 LESTERS ROAD 2.2. CONCRETE MUD-SET (SLOPE I/6" PER FOOT 2. H.O. TO SELECT MODEL; INSTALL AS PER MANUF. SM/GO �p LINT I+ �� - - - - _� MATTITUCK NY 11952 TOWARDS DRAIN) UPON SPECS; D a - - - - - - REF 2.5. WATER PROOF MEMBRANE TO COVER SHOWER 5. THERMOSTATS SHALL BE PLACED IN CENTRAL 103 104 10-I NO O w 0 -5'-b"xlO' ISLAND- PROP. FLOOR, WRAP DRAIN 6 AT'LEAST 16" UP WALLS LOCATIONS (AS SHOWN, DESIGNATED FOR HVAG PROP. - uR p �� PA 0RY LAUNDRY MASTER DRAWING TITLE: PURPOSES). BAGKSPLATY BATHROOM z= _ EXISTING AIR HANDLER TO BE 617 S.F. L J bOOp -10 lob ROPOSED 4'-4" PROPOSED FIRST FLOOR PLAN ® VANITY i 2 GREAT ROOM RELOCATED AND REROUTED AS O 88 S.F. PROP. - �TILE HIGH EFFICIENCY LAMPS: 5 - WALK-IN 3 263 S.F. PER NYS MECH. CODE CIO% OF THE PERMANENTLY INSTALLED NEW LIGHTING `t, I loci ) I10 FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, �n 31 S.F. • HALF CLASS q HSHT.6 in 3, �P7�0P AS PER 2020 NYS EGG R404.1 a 5M/00 DOORS - Ale HANDLER • FOYER HOT WATER PIPING INSULATION: b_o„ 10 10 _ - PROPOSED (ATTIC ABOVE) 12 5M/GO 54 S.F.S.F, p COVERED DN O dJ MECHANICAL SYSTEM PIPING AND HOT WATER PIPING • • Lu w DOORBELL III �9 PORCH r SHALL BE INSULATED TO AN R-VALUE OF NOT LE55 THAN i T_ o _5�2„ CHIME TO BE ••TREX DEGKIN6- PROPOSED LOCATED ® HDR PAGE: R-3 FOR THE FOLLOWING CONDITIONS PER 2020 NYS EGG AT 4 ° DINING O 112 6 R405.4 d R405.5: HOT. ROOM t. MECHANICAL SYSTEM PIPING CAPABLE of CARRYING m Ioq S.F. MO IFIED ///"' ❑ _ A-103m01 13'-10" 16-2" PROPOSED MEDIGIN • FLUIDS >l05°F OR <55°F (R403.4) BATHROOM 2. PIPING J" AND LARGER IN NOMINAL DIAMETER - - - _ - _ _ _ - - - - _ _ 2'-O" CABINET ABOVE VANI 2 SIZE TBD. a z P OPO ED dJ 5'-O 3. PIPING SERVING MORE THAN (I) DWELLING UNIT p ' 1E 1 ' UDRO M iv D 4 DT 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE �' - f -4 55 S.F. 2'-6" 5. PIPING FROM WATER HEATER TO A DISTRIBUTION -N 105 MANTEL ABO c - MANIFOLD 2 PROPOSED C'S - TREX RAILING �; DATE. 10/02/24 7 OF 17 6. PIPING LOCATED UNDER A FLOOR SLAB COVERED - 10 AZEK COLUMN WRAP i. BURIED PIPING �i PORCH O, 4 4 N D 6. SUPPLY 4 RETURN PIPING IN RECIRCULATION SYSTEMS = OTHER THAN DEMAND RECIRCULATION SYSTEMS. ^•TREX DECKING- tV SOUND BARRIER WITHIN INTERIOR WALLS $ FLOOR: AZEK COLUMN WRAP FILL INTERIOR WALLS 6 FLOOR WITH INSULATION TO „ G B PROVIDE A SOUND TRANSMISSION GLASS (STG) FOR AIR-BORNE N015E OF NOT LE55 50 AS MEASURED IN ACCORDANCE WITH ASTM E q0. - 32'-O" - 4'-II" 4'-6" � ?, ,� •,• r� ��,4 iq O 43' 4" GUBBIES BELOW BENCH c i HAN61N6 SPACE, d Q CABINETS ABOVE Q FROF05El7 FIRST FLOOR PLAN 11651 S.E. HAE3I7ABLE Si=AGE; 1,651 S.E. GROSS FLOOR AREA �� y, I I�ERAL �� ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "0-005" FOR NAILING $ 5TRAPPIN5 DETAILS. ** SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER **EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT CONTRACTOR TO VERIFY MANUFACTURER DIMENSION WIDTHS FOR ALL MULLED WINDOWS � WOOD FRAME (L.G. 5TL. DOOR SCHEDULE WINDOW CHART Q EXISTING TO REMAIN WHEN APPLICABLE) _ __ -- EGRE55 CLEAR � NEW WOOD FRAME (LG. � NEW FOUNDATION WALL DOOR - MATERIAL LIGHT VENT ROUGH OPENING WINDOW DIMENSION OPENING W FIRE RATING TEMP PROV. PROP. Jcc 5T1_. WHEN APPLICABLE) TAG TYPE MODEL # WIDTH REG2'D: 20" PER UNIT PER UNIT (y) TAG DESCRIPTION MANUFACTURER p --E 0 45 MIN. RATED NOTES _ ___ NEhI I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL WIDTH HEIGHT < SELF-CLOSING HEIGHT REOOV: 5. 24" WIDTH HEIGHT WIDTH HEIGHT (S.F.) (S.F.) LN -- - OPEN REQ'D: 5.'I S.F. O WCOD FRAME (L.G. 57L. ® POST FOR 4" WALLS O dj WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL A DOUBLE HUNG TW2442 2-6 4-4 2-5 4-4 -1.0 4.0 POST FOR 6 WALLS), U.O.N. SECOND FLOOR AT DOUBLE HUNG TW2442 2'-6 i" 4'-4 i" 2'-5 J" 7.0 4.0 +� }; C9 NEIN 2-HR FIRE RATED _ WOOD FRAME (L.G. STL. 1 i Z WHEN APPLICABLE) 201 SINGLE SWING JELD-WEN 2-4 'T-O • B (3) MULLED O N 0 UNITS d •� ul 202 POCKET DOOR JELD-WEN 2'-4" �'-O" • DOUBLE HUNG TW24510 - 2'-6 �" 6'-O 2'-5 b'-O 10.2 5.8� c x0 � N 0 203 SLIDERS JELD-WEN 4'-O" -i'-O" �'I PICTURE DHP56510 5'-� �" 6'-O 5'--1 b'-O 28.3 4.0 '� m �' FLOOR PLAN NOTES �_ J 3 MULLED I ]E:� N d DOOR NOTE: NEW LAUNDRY ROOM: F204 SINGLE SWING JELD-WEN 2'-6" ,'-O" • �� G O TW24510 2'-6 �" I 6'-O 2'-5 6'-O �" =10. 2 5.8 Q � I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT 6 II�1 DOUBLE HUNG OI O I. NEW WASH / DRY HOOK UP - 1 - ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s 205 SINGLE SWING JELD-WEN 2'-b" 'T'-O" it • II �, D DOUBLE HUNG ETW20410 2'-2 �" 5'-O �" 2'-I 5'-O �"A 6.8 4.0 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT w/ SIZE OF EQUIP. lI -- L�J ON PLANS BY 'T INDICATE (OR EQUAL). 3.PROVIDE HOOK UPS AS REQ'S PER MANU. _7 I��� DT DOUBLE HUNG TW20410 2'-2 �" 5'-O �° 2'-1 4'-O �" F �� 6.6 4.0 n 3.NOTE DOES NOT INDICATE EAGI-4 NEW DOOR 206 SLIDERS JELD-WEN 4-O '7'-0' • `j J PROPOSED;SEE DESIGNATIONS E DOOR SCHEDULE. 4.PLACE DOORS 4" MIN. FROM PEERPENDICULAR DRYER EXHAUST NOTE: WALLS,U.O.N. E DOUBLE HUNG TW2046 2'-2 i" 4'-8 �" 2'-1 g" 4'-8 �" I. DUCT SHALL TERMINATE TO EXTERIOR 5. INSTALL AS PER MANU SPEG.'s „ b.PROVIDE (2) 2"xl0" HDR., U.O.N. 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY F DOUBLE HUNG TW210510:A =5_0 '1. SEE PAGE 0-005 FOR ALL OTHER FRAMING OPENINGS 3.DUCT SIZE AS PER MANU. 45-P4040- ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER G BAY 2O 7'-2IL 4'-2" L7'-3 �" 4'-I " IF STAIR 8 RAILING NOTE: 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN (2) MULLED C„, O I. ALL NEW STAIRS SHALL HAVE MAX. 5-1/4" RI It MIN. 10' CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO H TW24510 2'-6 �" 6'-O 2' 5.8 10.2 5.8 CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM DOUBLE HUNG Tr - RISERS SHALL BE CLOSED SHALL BE LIMITED TO 51N6LE LENGTHS, NOT TO 2. GREATEST RISER HE16HT IN A FLIGHT OF STAIRS SHALL EXCEED 8 FEET AND SHALL BE LISTED AND LABELED J (3) MULLED TW24510 IN ACCORDANCE WITH UL 2158A. 2-b S 4-O 2-5 4-O 1 6.4 3.-1 D M NOT EXCEED THE SMALLEST BY MORE THAN J". DOUBLE HUNG 1 1 1 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST 6-5". 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS K" CASEMENT ON55 -1'-I �" 5'-O 7'-O 4'-I I 8.6 2-7.6IF 1-7.2 ■ 4.1. BETWEEN CLEAR HE16HT d HANDRAILS: 56" MIN. RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST -- --- 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 31.5" MIN. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL LT7F DOUBLE-HUNG TW2036 2'-2 �" 3'-8 2'-I 3'-8 �" F 4.7 2.8 4.3. BELOW HANDRAIL, RAILS ON BOTH SIDES: 2'1" MIN. SCREWS ' ` 5. HANDRAILS SHALL BE PROVIL>ED ON NOT LESS THAN -E. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER V r ONE 51DE OF EACH FLIGHT OF STAIRS CONTAINING FOUR " 5" " l� OR MORE RISERS, AND WHERE, SHOWN ON PLANS. LOCATION TO THE WALL OR ROOF TERMINATION. THE M CASEMENT OX25 5-3 5-0 5 5-2 4-I I J 9.8 20."1 IG.b MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 __ __ 6. 6UARDRAILS SHALL BE PROVIDED FOR OPEN SIDED FEET FOR EACH 45° BEND AND 5 FEET FOR EACH CIO° WALKING SURFACES LOCATED MORE THAN 50" ABOVE N DOUBLE-HUNG TW2436 2'-6 3'-8 2'-5 3'-8 BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES i 9 FINISHED FLOOR OR GRADE, +E WHERE SHOWN ON PLANS. NOT INCLUDE THE TRANSITION DUCT. 1. 36" HI6H GUARDRAIL $ SPINDLE SPACING NOT TO ALLOW PASSAGE OF A 4" (P SPHERE;36" HIGH * CASEMENT WINDOWS TO HAVE CENTER MULLION ^` HANDRAIL. NEW EXHAUST FAN SHALL BE INSTALLED WHERE w 8. 6RIPPABLE RAIL AS PER CODE. O7 VENTILATION 15 NOT MET BY MEANS OF NATURAL Q Q. RAILING TO BE WOOD. CIRCULATION THROUGH WINDOWS OR DOORS TO OUTDOOR SPACES AS PER NY5 MEGH. CODE SECTION OSMOKE DETECTOR / CO DETECTOR NOTES: 405.5.2.5; INSTALL AS PER MANU. SPECS 3 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT SMOKE /CARBON MONOXIDE COMBINATION DETECTOR NEW ATTIC ACCESS - PULL DOWN STAIR: HARD WIRED TO EACH OTHER w/BATTERY BACKUP. O I. MIN. 550 # CAPACITY 2.INTERCONNECTION BETWEEN NEW $ EXISTING DEVICES 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") SHALL NOT BE REOUIRED WHERE EXISTING ALARMS 3.1/2 HR FIRE RATED ARE NOT INTERCONNECTED, AS PER NY5 R314.4. 4.DBL. FRAMING WHEN NEW OPENING 3.PROVIDE SMOKE/CO DETECTORS AS INDICATED, AND 5. WEATHERSTRIP ACCESS OPENING d PROVIDE R-4Q PER GENERAL ELECTRICAL NOTES ON PAGE 6-002 INSULATION ABOVE w/ AD. FR. (OR Ea.) BAFFLE OR 4.SMOKE /GO DETECTORS TO MAINTAIN V MIN. RETAINER TO PREVENT INSULATION FROM ENTERING HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUETS DWELLING WHEN OPENED, AS PER NYS EGG R402.2.4 d OPENINC75 TO BATHROOMS ko SHOWER OR TUB. (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE 5. INSTALL ALL AS PER MANU. SPIEC.'s THERMAL ENVELOPE OF BUILDING). 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 6.INSTALL AS PER MANU. SPEC.'s IN COMPLIANCE WITH LOCAL CODE 1. CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. WINDOW NOTE: O I. ALL NEW WINDOWS $ DOORS SHALL BE ANDERSEN 400 NEW PLUMBING FIXTURES: SERIES, CASEMENT, DOUBLE-HUNG,OR 6LIDIN6 (AS O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. N SEE ALSO PLUMBING GENERAL NOTES ON PAGE 6-002. NOTED). INSTALL AS PER MANU. SPEC.'S. m O 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; NEW FLOOR: Q t` %n SEE DESIGNATIONS 6 WINDOW 50HEDULE. O z 3. FOR SUBSTITUTIONS, SEE NOTE a#ci IN "GLASS WINDOWS 1O I. NEW E' PLYWOOD SUBF5HEA BENEATH (GLUE E SCREW); w SCREW PERIMETER OF SHEATHING 6" O.G. b 12" O.G. +m AND DOORS" ON PAGE 6-002. INTERIOR. 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE 2.NEW FLOOR FINISH, NATURAL WOOD FLOORING PER _ _ _ _ _ _ _ _ _ _H.O. - Q Z b MATCHIN6 DOUBLE HUNG 6RI1_L PATTERN. SELECTION w w 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH 6.IN GENERAL, TEMP. &L. SHALL BE PROVIDED: NEW TILE FLOOR: 6.1. FOR ALL SKYLIGHTS $ OPERABLE PANELS OF 1I I. EW TILE FINISH (H.O. TO SELECT) UPON I Z UO SWINGING, SLIDING, d BIFOLD DOORS 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON p 0 6.2. WITHIN 15" OF F.F. 3. NEW " DUROGK GEMENTBOARD (OR EQUAL) UPON 6.5. WITHIN 24" OF A DOOR 4.NEW " PLYWOOD SUBFLOOR BENEATH (SLUE E SCREW); M o 6.4. WITHIN 5TAIRWAYS b WITHIN 36" OF A LANDIN6 SCREW PERIMETER OF SHEATHING 6" O.G. b 12" O.G. ® o U 6.5. WITHIN TUB/SHOWER ENCLOSURES INTERIOR. 2 6.6. SEE ALSO 6EERAL NOTES ON PAGE 6-002 •t V I z rr 1. SEE PA6E 6-005 FOR FRAMIN5 ELEMENTS AROUND O N WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM m U) z (2) 2"xl0" HEADER U.O.N. 12 PROVIDE (2) NEW 2 TON HYDRONIG AIR HANDLER: _ 8.WINDOW FALL PROTECTION SHALLR: BE PROVIDED PE I. UNITS BY OR OR APPROVED EQUAL I Q o NYS R312.2 FOR OPERABLE WINDOWS WITH SILL HEI6HT5 2.PROVIDE TONNAGE FOR 1ST FLOOR "ZONE I" UNIT V LESS THAN 24" ABOVE F.F., THAT ARE MORE THAN T2„ LOCATED IN GRAWL5PACE 33'-5" Q Z ABOVE GRADE OR THE ADJACENT SURFACE AT THE: 3.ROVIDE TONNAGE FOR 2ND FLOOR "ZONE 2" UNIT II'-B" 13'-4" J 0 BUILDING EXTERIOR. LOCATED IN ATTIC EGRESS NOTE: v z a IN COMPLIANCE WITH NEW YORK STATE BUILDING A/G CONDENSERS: N 4 M LT CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF 13 I. PROVIDE (2) NEW 3-TON A/C CONDENSERS BY "RHEEM" EGRESS SHALL BE FOLLOWED: OR APPROVED EQUAL. - - - - - - - - - - - - - - - - - - - - - - - - - .H " 2.PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH NET CLEAR OPENIN6........... 5.1 S.F. ZONE (SEE THERMOSTAT FOR ZONE DESIGNATION). NATURAL LIGHT I$ \ SLOPING CEILING � � NET CLEAR HEIGHT............... 24 MINIMUM 3.INSTALL AS PER MANUFACTURER SPECS. PROPOSED VENTILATION w � cv NET CLEAR WIDTH................. 20" MINIMUM 4.INSTALL UPON LEVEL GROUND b PROVIDE GROUND BATHROOM 5 II 202 .fl �' `1 0 FLOOR LANDING � Q SURFACE (GONG. PAD OR OTHER) w/WEIGHT RATING s9 S.F. 136 S.F. WINDOW SILL NOTE: 0 -� AREA 2 m - - - - - - SUFFICIENT TO ACCOMMODATE GROSS WEIGHT OF i CONDENSER. S.F. REG. S.F. I. PROVIDE INTERIOR WINDOW SILL EXTEN5ION 4 SUPPORT. 5. ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY SAS �/ PROV. I PROJECT: LIGHT 2. FINAL SIZE AND FINISH PER H.O. SELECTION. APPLIANCE, AND AT LEAST 3' FROM WINDOWB/DOORS . 20.0 IO.a S.F. 3. FASTEN EXTENSION JAM55/5TOOLS AT BLOCKING PER WHENEVER POSSIBLE. 201 REGYD S.F. MANUFACTURERS INSTRUCTIONS 6.REROUTE EXIST. COOLANT LINE 4 DUCTWORK AS ® VENT 18.8 s WHITE REG. CONNECT CONDENSERS TO EXISTING ' �o,D 5.4 S.F. 5 F _ r O ti O PROPOSED AIR HANDLERS NOTED SEPARATELY. PROP. I PROP. L4 O TYPICAL BATHROOM NOTE: Q PROP PROPOSED ® ® ® ® BOILER VENT ADDITION I. WALL BOARD 10 S.F. G BEDROOM 0 a F �; ff, I.I. INSTALL MOISTURE RESISTANT 6YP5UM BOARD IN THERM05TAT: ( to S.F. �----- 136 ALL BATHROOMS 14 1. PROVIDE THERMOSTAT FOR(4) HVAG ZONES: O C L 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND - ZONE I: IST FLOOR, FOYER =1206 203 �� TUB SURROUNDS - ZONE 2: 1ST FLOOR, MASTER BEDROOM ' - 1,J/ - 8'-O" GLG. 22.1. EW TILEAER FNSSH (H.O. TO SELECT) UPON - ZONE 3: 2ND FLOOR, HALLWAY NATURAL LIGHT 1 1 /GO HGHT IN Q 230 LESTERS ROAD - ZONE 4: BASEMENT BUILT-IN 2.2. CONCRETE MUD-SET (SLOPE 1/&" PER FOOT 2. H.O. To SELECT MODEL; INSTALL AS PER MANUF. VENTILATION 2'-O 10'-II" ' q'-O" GLG. MATTITUCK, NY 11952 TOWARDS DRAIN) UPON SPECS; FLOOR 8 2.5. WATER PROOF MEMBRANE TO COVER SHOWER 3. THERMOSTATS SHALL BE PLACED IN CENTRAL 150 S.F. 204 3'-7" HGHT. AREA FLOOR, WRAP DRAIN d ATLEAST IS" UP WALLS LOCATIONS (AS SHOWN, DESIGNATED FOR HVAG S.F. S.F. BUILT-IN CABINETS PURPOSES). _T REG. PROV. -O" GLG 205 14 ® RAILING HE16HT VV ' _ m I DRAWING TITLE: O LIGHT 12.0 S.F. 30.0 HGHT. /// PROV. HVAG PROP. ' _ 2 DRAWERS �p REOV S.F. U RETURN IN HALLWAY m SLOPING PROPOSED SECOND FLOOR PLAN HIGH EFFICIENCY LAMPS: VENT 1 CEILING M/G0 CEILING `fl cIO% OF THE PERMANENTLY INSTALLED NEW L16HTIN6 • REo'D 6.0 S.F. 28.2 S.F. 3 • FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, AS PER 2020 NYS EGG R404.1 PROPOSED SM/GO 4 BEDROOM = J I I HOT WATER PIPING INSULATION: Iso S.F. c_v cv MEGHANIGAL SYSTEM PIPING AND HOT WATER PIPING N yj SHALL BE INSULATED TO AN R-VALUE OF NOT LESS THAN R-3 FOR THE FOLLOWING CONDITIONS PER 2020 NYS EGG PAGE' R403.4 $ R403.5: K 4 1. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING 7'-7y2" 7'-l2" '!" -I'--1" A-104 . FLUIDS >I05 F OR <55 F (R403.4) 0 =I 2. PIPN6 J" AND LARGER IN NOMINAL DIAMETER 14'-2 I1-"I 3. PIPING 5ERVIN0 MORE THAN (1) DWELLING UNIT 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE 5. PN WATER HEATER TO MAANIFOFOLDLD L _ _ - - _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - DATE: 10/02/24 8 OF17 6. PIPING LOCATED UNDER A FLOOR SLAB 1. BURIED PIPING 8. SUPPLY b RETURN PIPING IN RECIRCULATION SYSTEMS OTHER THAN DEMAND RECIRCULATION SYSTEMS. _ _ O i m SOUND BARRIER WITHIN INTERIOR WALLS $ FLOOR: Q m FILL INTERIOR WALLS 8 FLOOR WITH INSULATION TO PROVIDE A SOUND TRANSMISSION GLASS (STG) FOR AIR-BORNE N015E OF NOT LE55 50 AS MEASURED IN ACCORDANCE WITH ASTM E CIO. PROPOSED SEGOM7) FLOOR FLAT ` '" = I -O" 5-7-7 HAE317ASLE SPACE; 5-7-1 GROSS FLOOR AREA SCALE: I/4 ff' 5 ' 5ENERAL 5*%r " SOL <E)" : EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. 5TL. Q EXISTING TO REMAIN WHEN APPLICABLE) NEI,q WOOD FRAME (L.G. NEW FOUNDATION WALL J cz 5TL. WHEN APPLICABLE) M NEIq I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL Lo POST FOR 4 WALLS Q p� WOOD FRAME (L.G. 57 L WHE°N APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL p POST FOR 6" WALL5), U.O.N. - 0 ATE WOOD FRAME (LR.G. SD. 0 O CV z O WHf!N APPLICABLE) C •cc 2 X CV O O 0 4-+ FLOOR PLAN NOTES O m 4 DOOR NOTE: O O (6 NEW LAUNDRY ROOM: I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT O NEW WASH/DRY HOOK UP Q or- 1. a O ON PLANS BY 'JELD-WEN' (OR F-OUAL). 2.COORDINATE LAUND. ROOMS DOOR DIM.'s 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT w/SIZE OF EQUIP. ON PLANS BY 'THERMATRU' (OR E:OUAL). 3.PROVIDE HOOK UPS AS REG2'S PER MANU. 3. NOTE DOES NOT INDICATE EACH NEW DOOR PROPOSED;SEE DESIGNATIONS ds DOOR SCHEDULE. 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR DRYER EXHAUST NOTE: WALLS,U.O.N. S PER MANU SPEC.'s I. DUCT SHALL TERMINATE TO EXTERIOR 5. INSTALL A b.PROVIDES PER HDR., U.O.N. 2.DUCT SHALL TERMINATE MIN. 4-0" FROM ANY OPENINGS 1. SEE PAGE 6-005 FOR ALL OTHER FRAMING 4.DUCT SIZE ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. PER MANU. 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER STAIR S RAILING NOTE: 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN CONSTRUCTION. FLEXIBLE TRANSITION DUCTS U5ED TO ( , I. ALL NEW STAIRS SHALL HAVE MAX. 5-1/4" RI S MIN. 10" CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM v • Tr - RISERS SHALL BE CLOSED SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO 2. GREATEST RISER HE15HT IN A FLIGHT OF STAIRS SHALL EXCEED 5 FEET AND SHALL BE LISTED AND LABELED W NOT EXCEED THE SMALLEST BY MORE THAN J". IN ACCORDANCE WITH UL 2155A. m 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST V-8". 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID W 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: METAL w/ SMOOTH INTERIOR SURFACES WITH JOINTS 4.1. BETWEEN CLEAR HEIGHTS HANDRAILS: 36' MIN. RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 51.5" MIN. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL < + 4.5. BELOW HANDRAIL, RAILS ON BOTH SIDES: 21" MIN. 50REyy5 5. HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN -T. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR LOCATION TO THE WALL OR ROOF TERMINATION. THE U OR MORE RISERS, AND WHERE 15HOWN ON PLANS. MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 c- 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED FEET FOR EACH 45° BEND AND 5 FEET FOR EACH a0° WALKING SURFACES LOCATED MORE THAN 50" ABOVE BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES FINISHED FLOOR OR GRADE, S WHERE SHOWN ON PLANS. NOT INCLUDE THE TRANSITION DUCT. • T. 56" HIGH GUARDRAIL S SPINDLE SPACING NOT TO ALLOW PASSAGE OF A 4" 0 SPHERE;36" HIGH v J HANDRAIL. NEW EXHAUST FAN SHALL BE INSTALLED WHERE < n` 8. GRIPPABLE RAIL AS PER CODE:. O VENTILATION IS NOT MET BY MEANS OF NATURAL tjJ 4. RAILING TO BE WOOD. CIRCULATION THROUGH WINDOWS OR DOORS TO OUTDOOR SPACES AS PER NYE, MECH. CODE SECTION Q SMOKE DETECTOR / CO DETECTOR NOTES: 405.5.2.5; INSTALL AS PER MANU. SPECS 3 1. CONTRACTOR SHALL PROVIDE CODE COMPLIANT SMOKE /CARBON MONOXIDE COMBINATION DETECTOR NEW ATTIC ACCESS - PULL DOWN STAIR: HARD WIRED TO EACH OTHER w/ BATTERY BACKUP. O I. MIN. 550 # CAPACITY 2.INTERCONNECTION BETWEEN NEW S EXISTING DEVICES 2.SIZE TO FIT MEGH. EQUIP. THRU OPENING (MIN. 22"x30") SHALL NOT BE REQUIRED WHERE EX15TINO ALARMS 3. 1/2 HR FIRE RATED ARE NOT INTERCONNECTED, AS PER NYE, R314.4. 4.DBL. FRAMING WHEN EW OPENING 3.PROVIDE SMOKE/CO DETECTORS AS INDICATED, AND 5. WEATHERSTRIP ACCESS OPENING S PROVIDE R-49 PER GENERAL ELECTRICAL NOTES ON PAGE 0-002. INSULATION ABOVE w/HD. FR. (OR EO.) BAFFLE OR < i m 4.SMOKE /CO DETECTORS TO MAINTAIN V MIN. RETAINER TO PREVENT INSULATION FROM ENTERING - Q HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS DWELLING WHEN OPENED, AS PER NY5 EGG R402.2.4 S OPENINGS TO BATHROOMS w/SHOWER OR TUB. (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE 5. INSTALL ALL AS PER MANU. SPEC.'s THERMAL ENVELOPE OF BUILDING). 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 6.INSTALL AS PER MANU. SPEC.'s IN COMPLIANCE WITH LOCAL CODE -7. CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. IS-2 WINDOW NOTE: NEW PLUMBING FIXTURES: I. ALL NEW WINDOWS $ DOORS SHALL BE ANDERSEN 400 SERIES, CASEMENT, DOUBLE-HUNG, OR GLIDING (AS O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. NOTED). INSTALL AS PER MANU. SPEC.'S. SEE ALSO PLUMBING GENERAL NOTES ON PAGE 6-002. 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; NEW FLOOR: SEE DESIGNATIONS S WINDOW SCHEDULE. 3.FOR SUBSTITUTIONS,SEE NOTE #cI IN "GLASS WINDOWS O I. NEW " PLYWOOD SUBFLOOR BENEATH (GLUE S SCREW); I z SCREW PERIMETER OF SHEATHING b" O.G. S 12" O.G. ® I I w � AND DOORS" ON PAGE 6-002. INTERIOR. 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE 2,NEW FLOOR FINISH, NATURAL WOOD FLOORING PER H.O. I I Q S MATCHING DOUBLE HUNG &RILL. PATTERN. SELECTION 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH W w b.IN GENERAL, TEMP. 6L. SHALL BE: PROVIDED: NEW TILE FLOOR: 6.1. FOR ALL SKYL16HT5 S OPERABLE PANELS OF 11 I. NEW TILE FINISH (H.O. TO SELECT) UPON I U SWINGING, SLIDING, S BIFOLD DOORS 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON I `t `r I Z 0 6.2. WITHIN 18" OF F.F. 3. NEW " DUROGK GEMENTBOARD (OR EQUAL) UPON 6.5. WITHIN 24" OF A DOOR 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE S SCREW); Z m z 6.4. WITHIN STAIRWAYS $ WITHIN 36' OF A LANDIN& SCREW PERIMETER OF 5HEATHIN& b" O.G. S 12" O.G. ® I I d 6.5. WITHIN TUB/SHOWER ENCLOSURES INTERIOR. 45'-2" O p 6.6. SEE ALSO GENERAL N071:5 ON PAGE 6-002 I I �- 7. SEE PAGE 6-003 FOR FRAMING ELEMEN75 AROUND 0 a Z m WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM p I -2�2" 0 (2) 2"xl0" HEADER U.O.N. 12 PROVIDE (2) NEW 2 TON HYDRONIG AIR HANDLER: , 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER 1. UNITS BY "RHEEM" OR APPROVED EQUAL 0 Z NYS R312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS 2.PROVIDE TONNAGE FOR IST FLOOR "ZONE I" UNIT 0 V LESS THAN 24" ABOVE F.F., THAT ARE MORE THAN T2" LOCATED IN GRAWLSPAGE B I = cV ABOVE GRADE OR THE ADJACENT SURFACE AT THE 3.ROVIDE TONNAGE FOR 2ND FLOOR "ZONE 2" UNIT I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 5-1 w O LOCATED IN ATTIC .� BUILDING EXTERIOR. Q C EGRESS NOTE: IN COMPLIANCE WITH NEW YORK STATE BUILDING A/G CONDENSERS: I p v Z_ a CODE, SECTION R310.2.1;THE FOLLOWIN6 MEANS OF 13 I. PROVIDE (2) NEW 3-70N A/C CONDENSERS BY "RHEEM" . I L - - - - E6RE55 SHALL BE FOLLOWED: OR APPROVED EQUAL. - - - 2.PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH 1� FAIR HANDLER � NET CLEAR OFENINO........... 5.-E S.F. ZONE (SEE THERM05TAT FOR ZONE DESIGNATION). (IN ATTIG ) NET CLEAR HEIGHT............... 24" MINIMUM 3.INSTALL AS PER MANUFACTURER SPECS. 10: 2 10:12 S 12 I N N NET CLEAR WIDTH................. 20" MINIMUM 4.INSTALL UPON LEVEL GROUND S PROVIDE GROUND - - - - lii vi Q SURFACE (GONG. PAD OR OTHER) w/WEIGHT RATING F7AIRHANDLER WINDOW SILL NOTE: c_v r_v Q o vi SUFFICIENT TO ACCOMMODATE GROSS WEIGHT OF (IN ATTIG ) p ` CONDENSER. � I. PROVIDE INTERIOR WINDOW SILL EXTENSION S SUPPORT. 5. ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY OAS 2. FINAL SIZE AND FINISH PER H.O. SELECTION. �p 3. FASTEN EXTENSION JAMBS/STOOLS AT BLOCKING PER WHE EVER POSSIBLE. 3' FROM WINDOWS/DOORS PROJECT: PROP, MANUFACTURERS INSTRUCTIONS b.REROUTE EXIST. COOLANT LINE S DUCTWORK AS _ BOILER VENT ( g_O WHITE REO.'D;CONNECT CONDENSERS TO EXISTING S TYPICAL BATHROOM NOTE: PROPOSED AIR HANDLERS NOTED SEPARATELY. T I. WALL BOARD I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN THERMOSTAT: ADDITION ALL BATHROOMS 14 I. PROVIDE THERMOSTAT FOR (4) HVAG ZONES: N 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND - ZONE I: IST FLOOR, FOYER TUB SURROUNDS - ZONE 2: IST FLOOR, MASTER BEDROOM ti N L 2. SHOWER FLOORS L J - ZONE 3: 2ND FLOOR, HALLWAY 2.1. EW TILE FINISH (H.O. TO SELECT) UPON - ZONE 4: BASEMENT 230 LESTERS ROAD 2.2. CONCRETE MUD-SET (SLOPE I/8" PER FOOT 2. H.O. TO SELECT MODEL; INSTALL AS PER MANUF. TOWARDS DRAIN) UPON SPECS; 10:12 10:12 -" I MATTITUCK NY 11952 2.5. WATER PROOF MEMBRANE TO COVER SHOWER 3. THERMOSTATS SHALL BE PLACED IN CENTRAL FLOOR, WRAP DRAIN S ATLEAST IS" UP WALLS LOCATIONS (AS SHOWN, DESIGNATED FOR HVAG PURPOSES). - - - - - - - - - N DRAWING TITLE: HIGH EFFICIENCY LAMPS: I PROPOSED ROOF PLAN clO% OF THE PERMANENTLY INSTALLED NEW LI&HTIN6 I .101-511- - - - - - J L J FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, AS PER 2020 NYE, EGG R404.1 L- - - - - - - - - - - - - - - - - � I I HOT WATER PIPING INSULATION: MECHANICAL SYSTEM PIPING AND HOT WATER PIPING SHALL BE INSULATED TO AN R-VALUE OF NOT LE55 THAN R-3 FOR THE FOLLOWING CONDITIONS PER 2020 NYS EGG PAGE: R403.4 S R403.5: I. FLUIDSMECHANICAL SYSTEM PIPING CAPABLE OF CARRYING LJ LJ LJ L - - - - - - - - - - - - - - - - - - - - - - - - 105m0mt FLUIDS >105°FOR <55°F (R403.4) - - - - - - - - - - - - - - - - - - - - � 2. PIPING J" AND LARGER IN NOMINAL DIAMETER A 3. PIPING SERVING MORE THAN(1) DWELLING UNIT p El 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE 5. PIPING FROM WATER HEATER TO A DISTRIBUTION MANIFOLD 63'-4" 6. PIPING LOCATED UNDER A FLOOR SLAB 0 DATE: 10/02/24 9 OF 17 T. BURIED PIPING 8. SUPPLY S RETURN PIPING IN RECIRCULATION SYSTEMS d OTHER THAN DEMAND RECIRCULATION SYSTEMS. SOUND BARRIER WITHIN INTERIOR WALLS S FLOOR: i m FILL INTERIOR WALLS S FLOOR WITH INSULATION TO - d PROVIDE A SOUND TRANSMISSION GLASS (STC) FOR AIR-BORE N015E OF NOT LESS 50 AS MEASURED IN r ?: ACCORDANCE WITH ASTM E 90. PROPOSED J, 5GALE: 1/4" = P-O" r ELEVATION NOTES OTYPICAL ROOFING: - I. SEE NOTE AT 5UILDIN6 SECTION FOR MINIMUM CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR d MATERIAL SELECTION W BEFORE INSTALLATION W co IA STANDING SEAM METAL ROOF PANELS; COPPER _I N COLOR Q +' N C Ln ASPHALT SHINGLE ROOFING BY 'GAF' (OR EQUAL) IB (MIN. 30 YR. WARRANTY); (BROWN \ -� TYPICAL SIDING: I L- O O I. SEE NOTE AT BUILDIN6 SECTION FOR MINIMUM _ - O O (\l z CONSTRUCTION STANDARDS _ --- -- 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION - - - BEFORE INSTALLATION _ --- ------ - -- ------ ---- ------- -- ----- -- - -- - - - 0 N O — C4 • HARDIE BOARD 8 BATTEN, 2'-0" SPACING; GONST. -c GRADE CEDAR - -_ - _--__- - (V O 4-J Lo _.� _.,a__ ._ -_.... ._..-. _.. - _._. _ .�, - - __ -- _-- - _ - ---- --- - - - - - = Q 0 a O O2B HARDIE CEMENT LAP, 8.25"W HORIZONTAL; GONST. GRADE CEDAR _r NATURAL STACKED STONE VENEER FINISH NEW A/C CONDENSER ON CONG• PAD OR OTHER O3 APPROVED GROUND SURFACE (SEE FLOOR --- PLAN NOTES) O NEW MECHANICAL UNIT FRESH AIR INTAKE: --- --- / \ 4 INSTALL AS PER MANU. SPEC.'S ROOF VENT HEIGHT: I _- --_ - - - -- - - _-__-- -_-- =-- ------- --- --- --- __--=_-_ LL OVENT SHALL EXTEND MIN. 3'-0" VERTICALLY ABOVE THE _. -, .- ._ _ _ _ __ ___-. _ - ___ - .._ _. - _._.- -_.__ `_ _ _ L/- ABOVE \ POINT OF ROOF PENETRATION E MIN. 2'-O" VERTICALLY - - - - - - - ---- - -�---� -z . - _ s �. _.ALL ELEMENTS WITHIN 10-0 MEASURED � �- -� �- - "��'_- "-` -�` _ - __ _ _ _ -_ _ __ - - -- -- - _ m HORIZONTALLY AS PER NYS RG 6242-I.5.3 --. --- -� -- -:�_ ---- - -- -- - - - _ -. S.F. i - � U LANDING n 1 B _ W O ALIGN BAY WINDOW SIL L- jLj i - COUNTERTOP EXTENSION 0 _ - 2B a o O 0 3 LLI SOUTH ELEVATION (REAR) W0 SCALE: 1/4" = P-O" a Z W W 0 � Z O G 0 J_ Z O m � 0 0 Z ir O N N Z I O � U 00 W O 0 — -- - -- — N N p O PROJECT: B WHITE ADDITION 230 LESTERS ROAD MATTITUCK, NY 11952 DRAWING TITLE: --- - -- PROPOSED EXTERIOR ELEVATIONS - - PAGE: - A-202m0l DATE: 10/02/24 11 OF 17 �F - 7- I - � I - B.F. - - EAST ELEVATION (LEFT SIDE) :k. SCALE: 1/4" = 1'-0" BUILDING SECTION NOTES NEW ROOFINS NOTE (TYP) a Oi I. INSTALL NEW AS NOTED ON ELEVATIONS 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS OVER (OR ICE AND WATER ON ENTIRE ROOF UNDER Lij STANDING SEAM METAL R00FINO) I 2 LLI ccJ S.INSTALL 15 # BUILDING FELT N.O.N.) OVER _ __ _____________________ _______R_IDGE HEIS_H 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) 5. GAP SHINGLE OVER RIDGE d HIPS (AS REO'D) RIDGE PER PLAN ELEV. +54.4' Q ' N b.PROVIDE: RIDGE VENT(AS REO'D) O '. FLASH ALL VALLEYS S.INSTALL DRIP EDGE AS REO'D 9. INSTALL ALL AS PER MANU. SPEG.'s —7-3 - OTYPICAL ROOF 6 CEILING CONSTRUCTION: i- � Z 0 • NEW ROOFING AS NOTED • 1/2" GDX PLYWD SHEATHING (BLOCKING ® ALL PLYWD O N SEAMS) c X cm • R.R., G.J., 4 G.T. AS NOTED ON PLANS (® SPANS OVER 5' INSTALL "X" BRIDOIN6 ® CENTER OF SPAN, U.O.N.) O • PROVIDE 4" THK. SPRAY FOAM INSULATION (R-28 O -'/INCH),FOLLOWED BY R-21 BATT INSULATION (R-44 ~ R m � 0 � 4-J No O � 0TOTAL) • PROVIDE 2" THK. SPRAY FOAM INSULATION ® EAVES x Q a LEDGER USE PLAN NOTE FOR NEW EXTERIOR WALL CONSTRUCTION (TYP.): z m INSTALLATION DETAIL O • "TYVEK" HOUSE WRAP (VEN'-ED) (OR EQUAL) UPOV SECOND FLOG Q • 1/2" GDX PLYWD. 5HEATHIN6 (BLOCKING ® ALL PLYWD "? SEAMS) UPON a O BEDROOM BATHROOM GO-ORDINATE BIRDSMOUTH n , • 2"xb" STUDS ® Ib" O.G. w/DBL. TOP PLATE t �' TO ENSURE R.R. NOTCHED LESS THAN 25% OF • MIN. R-21 BATT INSULATION • 5/8" GYPSUM BD. WALL FINISH �, RAFTER DEPTH (TYP) c`�v i- NEW SIDING NOTE (TYP.): 1.2 O12 I. INSTALL NEW AS PER ELEVATIONS 2."TYVEK" HOUSE WRAP (OR EQUAL) y�� _ _ _ .FLr _ PROPOSED 5E_GOND FLOOR _ 5.INSTALL ALL AS PER MANU. SPEC.s PRO j _ 4.PROVIDE ALL NEGE55ARY TRIM FOR PROPER Ary INSTALLATION F.J. PER PLAN L r � ELEV. +3cL2' 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL W \ r M TYPICAL FLOOR CONSTRUCTION: �\ � r 4 . — w O I. FINISH FLOORING TO SELEG.T VINYL B.B. ` L 2. 5/4" T46 GDX PLYWD. 5UBFLOOR GLUED E SCREWED 5. F.J. AS NOTED ON PLANS - AT SPANS OVER 6' INSTALL SOFFIT ` 'K BRACE ® MIDSPAN ` 4. MIN. R-50 BATT INSULATION (ONLY BETWEEN MR.5T FIRST FLOOR ` _ _ _ _ _ _ = MASTER r , FLOOR AND FOUNDATION) 0 r, BEDROOM `..J 5. 2" THK. SPRAY FOAM AT BLDG. PERIMETER RIM JOISTS COVERED J O NEW BASEMENT WALL CONSTRUCTION (TYP.): PORCH ' • 2"X4" STUDS ® I6" O.G. W/ DBL. TOP PLATE • MIN. R-I5 BATT INSULATION r W • 5/8" GYPSUM BD. WALL FINISH r � XX�;���^�\���� )� - --_ EXISTING FIRST FLOOR Q P.T. RIM JOIST P.T. DECK JOISTS XXXXXXXXXXS YJ( XXXS F.J. PER PLAN ---- ELEV. +2a.0 PITCH PITCH 111 DBL. GIRDER AS PER PLAN GRADE- AVERAGE GRADE $� ��GRADE ELEV. m� m b BASEMENT EXISTING BASEMENT ---------------- ELEV. +21.0' S5T 10N 1 - 1/A-501 Z G 0 Z N W SCALE: 1/4" = 1'-0" a z w w � U Z_ p J NSUL�AT ON � FENE5Ti�AT1 ON REOU I REMENTS m O U M Z m PiROPOSED DESION CODE PRESCRIPTI\/E VALUE in z COMPONENT COMPLIES VALUE CITATION (PER 2020 N1'5ECCC) coN W 0 MAX. U-VALUE = 0.32 a U-VALUE = 0.25 r- Z FENESTRATION U-VALUE AIR LE MAX. AIR LEAKAGE = 0.50 GFM/5F YES PER R402.4.3 8 TABLE R402.1.4 - CLIMATE ZONE 4 v =AKAGE = 0.30 GFM/5F n 4" THICK SPRAY FOAM INSULATION �-I CEILING R-VALUE (R-7/INCH = R-28) W/ R-2I BATT MIN. TABLER-VAL E = 4q YES PER TABLE R402.1.2 - CLIMATE ZONE 4 ��f 2 N N INSULATION r- o EXTERIOR (2"xb") WOOD MIN. R-VALUE = 20 (CAVITY) Q O FRAME WALL R-VALUE R-21 E3ATT INSULATION PER TABLE R402.1.2 - CLIMATE ZONE 4 YES � �5 ✓w�� ..,.,rw F �p MIN R-VALUE = IQ PROJECT: Ff= OOR R-VALUE R-50 BATT INSULATION PER TABLE R402.1.2 - CLIMATE ZONE 4 YES ATTIC N �ATTIG BASEMENT WALL R-VALUE R=15 BATT INSULATION INTERIOR MIN. R-VALUE = 13 (CAVITY) AT INTERIOR OF WALL YES i S C.J. PER PLAN - HATCH \ �\ WHITE PER TABLE R402.1.2 - GL I MATE ZONE 4, NOTE (c . . ) ADDITION FOYER COMPLIANCE STATEMENT: TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN FIRST FLOOR _ COMPLIANCE WITH THE 2020 NYS EENERSY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4 [RE]. 230 LESTERS ROAD O KITCHEN PANTRY MATTITLICK, NY 11952 DRAWING TITLE: MUDROOM 4 BUILDING SECTIONS 3 Millw3illfflill ffill CXXS' will 685' F.J. PER PLAN XX " XX CXX CY_X; 5 O GRAWLSPAGE PAGE: -3 0 :10 :1 L�-J DATE: 10/02/24 12 OF 17 SEG710N 2-2/A-501 SCALE: 1/4" = 1'-0" I-I'-2" 40'-2" EXISTING TO BE DEMOLISHED � NEW PARTIAL HEIGHT - - - - - - - - - - - - - - - WOOD FRAME (L.G. 57L. Q WHEN APPLICABLE) 4D _ _ _ - - -- -_ - - - -- - - - - 4D EXISTING TO REMAIN NEW FOUNDATION WALL B Lu -{ NEW WOOD FRAMES (L.G. J 7' cc -----I 5TL. WHEN APPLICABLE) 1 -b lo'-o° IT' LLJ -8" „ 14 C7 NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL to - - - - - - - Q .� WOOD FRAME (L.G. 5TL. ® POST FOR 4" WALLS b7 WHEN APPLICABLE) (MIN. (2) 2"xb" 5TRUGTURAL 0 xil POST FOR 6" WALLS), U.O.N. I in by2„ - O NEW 2-HR FIRE RATED C9 WOOD FRAME (L.6). STL. 6A - - - - - - L 0 WHEN APPLICABLE) NEW (2) 2"xl0" P.T. co d. Zz DROPPED BM. .p U v POST 8 COLUMN DESIGNATIONS: AL16N 0 N Q N Q qB O O •- STRUCTURAL PLAN NOTES POSTS as: COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED `t m w 0_� w d� O m 4-+ AS FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY 15'-5' z ® R-1 z ® 4p � �o -. ' ' .. �' .' ''-".'„ �' NEW (3) L"15"xq.5" T.J. 2.OE I'-10" a...a Ln SPLICED STRUCTURAL MEMBER: SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED N Q (B MICROLLAM LVL F.J. - - - - - - O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES 4 STANDARD _ _ ` _ _ - - Q 0 a Q ACROSS BEARING POINT. PROVIDE SPLICES DIRECTLY FRAMING REQUIREMENT5. -- -- 2 ----- ---------- - -- ----- -- -ABOVE INDICATED POSTS/GOLUMP 5. i --- ? q 5TAGKED POST/COLUMN: A2 (2) 2"x4" POST g2 (2) 2"xb" POST Lu I5 --- D 5B = z 3 3 O O�I V.I.F. EXIST. (3) 2"xs" EXIST. HDR 4D iv ® LOCATE INDICATED POST/GOLUM7I BENEATH POST/COLUMN � U I C I I cv w> HDR(OR RIM JOIST) NO ADDITIONAL 154: L - - - - - - - - ON FLOOR ABOVE. _ -� 5TAGKED POST/COLUMN: q3 (5) 2"x4" POST ON �� > OR PROVIDE NEW LOAF INST UPON 15 - - ®---� B3 (3) 2'xb POST cV k3I NEW J Q F Q 2B LOCATE INDICATED POST/COLUMN ABOVE POST/COLUMN ON MU­ IO z�w �CSPACE REATIONAL �!Q 0 Q N PROPOSED L - 1 IL FLOOR BELOW. -� LOAD BEARING WALL (ABOVEL A4 (4) 2 x4 POST B4 (4) 2 xb POST _ - O I I f> a " 6 ® U I 403 S.F. x x 5B AS INDICATED BY DASHED OUTLINE. - . Q -HEATED- r LL Q NEW 2"xlO" F.J. AL16N STUDS OF BEARING WALLS TO LAND DIRECTLY AS (5) 2"x4" POST B5 (5) 2 xb POST a�~ FINISHED- -i -�- - a 5'-O" 2'-4" ®� �� , O N w m m z EXIST. EXISTING ® I6" O.C. -•�---� UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. m - a G.H.=7'-O" FINISHED FLOOR v w-i Q GL' m N RECREATIONAL INTERIOR LOAD BEARING WALE -i m TO FINISHED CEILING � 0 z N w v SPACE m U •- 3B 3-1/2" O.D. 5GH 40 5-1/2" O.D. SCH 40 �, ? F-0 ( x= Q m - 65 AS INDICATED BY HATGHIN6. IL _ N '7 ow ( I -HEATED- 5TL. COL. (ASTM 5TL. SOL (ASTM in _ V � 1 ALIGN STUDS OF BEARIN6 WALLS TO LAND DIRECTLY UPON 0---�G d' J 0 0 a� ® Qp - �FINISHED� W AI23) BY SIMS AI23) BY SIMS F.J. OR BEAM (WHEN APPLICABLE,) BELOW. x = x w dJ QIL NEW (5) 2"xs' G.H.=T-O" FINISHED FLOOR - - - - - STEEL (OR EQ.) STEEL (OR EQ.) �p z x �� OD NEW _ _ _ _ _ HOEDOWN (IST TO ND FLOOR): it - IL _x O !,q BM, w/ - '1A TO FINISHED GEILIN6 Ip 4J ® - IMPSON BA HNG -1 MEGH 1 1 GRAWLSPAGE -1 I _ _ HOEDOWN 'A' AS PER PAGE 6-OG'3 r J I qB N Q� G 0 SUPiPORTIN6 F, �1J ROOM �r IL 220 S.F. 4,-4, I r • POURED CONCRETE AND STEEL REINFORCEMENT NOTES: zIi L - C q6.q SF. ; 'n O HOEDOWN (FOUNDATION TO 15T FLOOR): X O Q - O L HOLDOWN '0' AS PER PAGE O-OC3 1 w wF- El EJ ? 0 w OI. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT z Ip Q -U1 7B IL zU1 _ . D.J.BEAM POCKET: FOUNDATIONS BY AN AN6LE OF 45° PROJECTED OUTWARD AND J NOE_R5 I r 1 O I. POCKET SHALL PROVIDE BEARING SUPPORT TO FULL DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINO5. IS Q 4z _fix Qa m N pP II _ 1 I C-/ WIDTH OF BEAM, FOR A LENGTH OF � THE WALL N I BB N OO EX15TING n I0 THICKNESS (3.5" MINIMUM). 2. IF WATER ENCOUNTERED DURING POURING OF GONG.,EXCAVATION ;t Q z� RECREATIONAL ; I� I w- I _x I SHALL BE DE-WATERED. THE POUR 51TE SHALL REMAIN DRY FOR ?0 w • N •L z O NEW 2'xb" O • 2• FROVBEAMIDE I" AIR SPACE TO PROMOTE AIR CIROUND ENDS CULATION ATION AND TOP OF ENCOUNTERED.EN71RETY OF OUR. CONTACT ARCHITECT WHEN WATER 4D - -HEATED- ����z � �F � NEW 2"xl0" F.J. " II' ® I6" O.G. N Q y� I < 3. PROVIDE COPPER FLASHING E3ETWEEN ALL W0017 AND -FINISHED- T" CONCRETE INTERFACES - - _ = = - _ - - iv-1 0-j fl X ® I6" O.G. I2 1- I I r1 1 O 12 4D TO FINISHED GEILIN6 X Q I w - - - - 3. POURED CONCRETE SHALL BE KEPT M015T FOR A MIN. OF 14 DAYS. 6, C.H.-6-5" FINISHED FLOOR H-1 w N sB J 4. BEAM SHALL REST ON 6ALV. STEEL SHIMS;GROUT IN = I _ I Q PLACE ONCE BEAM PLACED. 6D z lu 4. ALL FOUNDATION WORK SHALL BE 4p00 PSI POURED CONCRETE AT , _ w O z MODIFIED Q Oza DBE. D.J. 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 318 CODE, m H z STRINGERS FOUND $ POSTS FOR WD. DEC:K: 14. � Q-Sn O GL• � NEW (2) 2"xl0" P.T. _ _ M a 4"x4" P.T. POST UPON 12"� P. GONG. PIER, L) 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED CARBON STEEL DROPPED BM. ® U .9 J AS PER DETAIL 13/A-402. ASTMA615 &RAVE 60. MM FOR SLABS DO NOT NEED TO BE STAIR STRINGERS• x ?O ?O - EXIST. COATED. �i FASTEN TO ry Q' Q- N 0 O Ul BATHROOM U 4D _ _ _ _ _ _ FOUND 4 POSTS FOR WD. DECK: � � t2 0 � �� Q z Q Q - iv N ABUTTING DROPPED w Q w a. IL MODIFIED 15 6B b"xb" P.T. POST (w/PERMAGAST COLUMN CASING PER 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS I I BM. w/SIMPSON z ® z ® UTILITY O C - - - - - - v H.O. SELECTION) UPON IS"m P. GONG. PIER, AS PER SHALL BE STAGGERED. p ' LU525-2 HNGR. EXIST. HDR 65 ' DETAIL 14/A-402. a I v I NO ADDITIONAL LOADING GL 13 14 rn POST SHALL BE CONTINUOUS TO BEAM SUPPORTING ROOF '1. PROVIDE MECHANICAL DEVICES TO HOLD STEEL $ HARDWARE IN `r 6G �'G 6G 12 UPON EXIST. HDR PROPOSED STRUCTURE. PLACE AT TIME OF POURING & MAINTAIN REQUIRED CLEARANCES, I _ _ 1. FOUND POSTS FOR HD. DECK: COVERAGES, AND PEUMBNESS. -- 6G 6"xb" P.T. POST (w/ PERMAGAST COLUMN CASINO PER LJ P.T. DRP. BM. L� P.T. DRP. BM. _ P T. DRP IBM - .• H.O. SELECTION) UPON IO P P. GONG. PIER UPON "SQUARE 5• CEMENT SHALL CONFORM TO ASTM C-33 FOR STANDARD WEIGHT - - FOOT" SF-22 CONCRETE PAD FOOTING, AS PER DETAIL CONCRETE. 4p 15/A-402. ALIGN POST SHALL BE CONTINUOUS TO BEAM SUPPORTING ROOF GONGETE - GOLD WEATHER POURING 6 CONCRETE MIXTURE 6'-�2" b'-2�2" 6'-2y2" STRUCTURE. Iq'-O" 38'-4" FOUND d PO5T5 FOR AD. DEC<: N I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF Z b"xb" P.T. POST (w/PERMAGAST COLUMN CASINO PER CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE O H.O. SELECTION) UPON 12"0 P. GONG. PIER UPON SQUARE HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. Z N FOOT" 5F-25 CONCRETE PAD FOOTING, AS PER DETAIL w I6/A-402. 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. g POST SHALL BE CONTINUOUS TO BEAM SUPPORTING f- SECOND FLOOR/ROOF STRUCTURE:. 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL Q Z CONFORM TO AGI 306. W uu PAD FOOTING iA 24"x24"x12" DEEP P. GONG. PAD FOOTING AS PER 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND/ U DETAIL I/A-401. SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO Z O TEMPERATURES WITHIN 10° F OF CONCRETE. p 0 PAD FOOTING Z 1B 36"x36"xls" DEEP P. GONG. PAD FOOTING AS PER S. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. Li D O DETAIL 2/A-401. REMOVE AS REO'D. m O c~j CONTINUOUS FOOTING (EXISTI 1lG 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE PROPOSE:;) FOUNDA71 ON STRUCTURAL FLAN Z it V.I.F. EXISTING I6"x5" DEEP P. GONG. CONTINUOUS PERMITTED WHEN NECESSARY. N Z FOOTING (MIN. SIZE) IN COOD CONDITION, BEARING AT 7 FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° FOR HIGHER _ �_ N O MIN. 3'-0" BELOW CRAVE. IF FOUND OTHERWISE, SCALE: I/4 I O g o AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. CONTACT ARCHITECT. N m N CONTINUOUS FOOTING (NEW): 5. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. 4D • • 40 Z cn 0 5B NEW I6"xb" DEEP P. GONG. CONTINUOUS FOOTING AS - - Q PER DETAILS 6/A-40I (AT GRAWLSPACES) b VA-401 q• NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE Q (® BASEMENT). PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 PROPOSED 0 z Q WHERE NEW FTC. ABUTS EXIST. FTC.,DRILL b EPDXY (ASTM G4g4/G4g4M, TYPES G AND E). MASTER 0 a PIN CONT. HOR. REBAR (51ZE/COUNT PER DETAIL) w/b" BEDROOM EMBEDMENT INTO EXIST. FTC. USING QUICKRETE 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT GROSS SECTIONAL 220 S.F. a H16H-STRENGTH ANCHORING EPDXY (OR EQUAL). AREAS EXCEED ONE SQUARE INCH. NEW UN-REINFORCED P. CONC. SLAB II. ONCE CONCRETE IS PLACED. CONCRETE SHALL NOT BE EXPOSED � � qA I. NEW 4' THK. UN-REINFORCED F . GONG. SLAB UPON TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS lii N N 2. b MIL POLY VAPOR BARRIER UPON REACHED A COMPRESSIVE STRENGTH OF 500 FBI. NEW (2) L75"x1l.b'15" T.J. 2.OE H O 3. 4" (MIN.) GRAVEL BASE MICROLLAM LVL F,J. BELOW p� o vi NEW REINFORCED P. GONG. SL_fAB 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306. STACKED POSTS TO RIDGE w/ SIMPSON LU54I4 HNGR• FLUSH BM. 9B I. NEW 4" THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. UPON 2. b MIL POLY VAPOR BARRIER(OMIT FOR EXTERIOR A/G NEW (5) 2"xlo" HDR PROJECT: TYPICAL DOOR/WINDOW HEADER NOTE: NEW 2 xl0' CONDENSER SLAB) UPON SPANNING BETWEEN PROVIDE (2) 2"xl0" HDR AT ALL DOORS d WINDOWS, U.O.N. F.J. ® I6" O.0• PROPOSED 3. 4" (MIN.) GRAVEL SASE (STAIR LANDING) WALLS (FRAME AS WHITE SEE PAGE 6-003 FOR NAIL]NG/STRAPPING/FRAMIN6 6.5' OPENING PER STOOP REQUIREMENTS BY OPENING WIDTH. NEW (2) I.-15"xll.575" TYPICAL P. GONG. FOOTING s WALL CONSTRUCTION: WINDOW HEADER 10 . (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD d 3B T.J. 2,OE LUSH B LAM TABLE ON 6-005) \ 4p SILL SEAL SOIL BEARING CAPACITY NOTE: LVL FLUSH BM. NEW (2) 115"xc45' T.J. 2.0 ADDITION • ANCHOR BOLTS AS PER PAGE 6-003 STRUCTURAL DESIGN OF FOOTINC75 ASSUMES A SOIL 4 4D • r T NEW(3) 2"xl0" HDR - � �I HnR O O O • P. GONG. FOUND. WALL AS PER DETAILS 6/A-401 (AT BEARING CAPACITY OF 1.0 TON/S.F. cq GRAWLSPACES) B '1/A-401 (AT BASEMENT) UPON IL - • P. GONG. FOOTING AS PER DETAILS (LISTED ABOVE) 0 T �I I 5B NEW(2) 2"xl0" 38 O O 4D 230 LESTERS ROAD PROP. • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR WALK-IN m NN F.J. ® STAIR • B.O. FOOTING 3'-OI BELOW GRADE MIN. GL � �; � _ STRINGERS 2"xb" STUD WALL MATTITUCK NY 11952 • I/2" EXPANSION JOINT ® PERIMIET'ER OF SLAB (WHEN _ H -� APPLICABLE) NEW DBL. II-1/5 2q S.F. 0 w V P O O5ED (TO MATCH 2ND • AIR ENTRAIN P. GONG. FOR PORCHES / PATIOS /STOOPS TJI 360 F.J. ® = 00 PROPOSED ! FLOOR ABOVE) m BELOW Po5T5 1 _m� F ICE KITCHEN (WHEN APPLICABLE) TO HDR ABOVE _ = O i5 S.F. • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET FOR _ _ _ �= z ® Ibo S.F. DRAWING TITLE: HEIGHT OF WALL 8 SLAB (WHEN APPLICABLE) 3 A4 NEW(2) ACCESS HATCH FRAMING: . ® I I•T5�xi2O-r�" A2 a © PROPOSED STRUCTURAL PLANS II I MIN. 550 # CAPACITY ACCESS HATCH/PULL-DOWN STAIRS NEW I 0 F.J.---, . I MICROLLAM TJI 360 F.J. NEW (2) I."15"xll.s-15" T.J. 2.OE 2.DBL. FRAMING WHEN NEW OPEKN6 LVL HDR B2 MICROLLAM LVL FLUSH BM. ® L---1 - - - - - 3. INSTALL AS PER MANU. SPEC.'S ® Ib' O.G. SPANNING B/W STAIRS w/SIMPSON HHU5410 I POSTS 2B HNGR. 0 SUPPORTING F.J. TYPICAL LEDGER BOARD: 17 I. (1) 2"x BD. TO MATCH DEPTH 01= JOISTS OR ABUTTING I I A3 ( A4 PROPOSED O 4'-4" DROPPED BM,AS APPLICABLE (P.T. BD. FOR EXTERIOR O PROP. _ _ - u GREAT ROOM m �j - NEW (2) 2"x8" -1 PAGE: INSTALLATIONS) -,] U DROPPED BM. WALK-IN - - 1 Q 2 263 S.F. '7 O �---, 2. SECURED w/(2) 5/5" (P x 5" LO'V6 H.D. GAL. LAO BOLTS N ® I6" O.G. F.J. SHALL NOT BE CL. 3 4 n I I 3. INSTALL H.D. 6ALV. JOIST HANGERS BY '51MP50N' (OR CONTINUOUS 3I S.F. N - US-10 �•ACROSS FRONT I 4D ( q m PROP. EQUAL) WALL TO AVOID FOYER TPROPOSED 0 1 4. FOR EXTERIOR INSTALLATIONS, PROVIDE FLASHING EXCESSIVE UPLIFT `1 NEW(3) Q O NEW (2) L'15"x11.575" T.J. V - 54 S.F. cV `fl TUCKED UNDERNEATH SIDING BENT OVER TOP EDGE I2 ___ x12" HDR u'w I O d� - COVERED ry Q OF LEDGER BD. 4 4D - -I - - 2 BELOW WALL ABOVE J tom- ® � ® I ^I • I I _ z PO SFH �I 5. SEE DETAIL 1'1/A-402 (EXTERIOR INSTALLATION). NEW II-l/5" TJI 110 PROPOSED - 0 -5y2" STEPPED FOOTING F.J. ® I6" O.G. w/ 12 ►�'- I DINING ?Ii w w I z 0 DATE: 10/02/24 15 OF 17 13 FTC. TO STEP AS NEEDED TO ALIGN WITH ADJOINING SIMPSON IT51.51/I I.85 I NEW (2) t.-15"xII.8T5" T.J. 2.oE MICROLLAM ( I - u ROOM H m= 0 z FOOTINGS, AS PER DETAIL I/A-401. HNGR. 6 UPSET BM. VL F. . BELO BOVE w 1 Q loq 5=. MAINTAIN MIN. 3'-0" BELOW GRAVE TO BOTTOM OF FTC. SIMPSON LU3410 HNGR. ® UPSET BM. ! m v I • NEW (2) 27611 � O Q V D O P D FOR WOOD STAIRS ® GRADE_ 6D� NEW (5) I."15"xW' T.J. 2.OE MICROLLAM LVL UPSET BM j Q I ~ = _x O P OPO ED 4D 14 4" THK. P. GONG. PAD 5" WIDE x REO'D LENGTH UPON v (FLUSH w/TOP OF F.J.) BELOW WALL ABOVE v V 1 Q r ; NEW II-7/5" TJI 560 O UDRO M - 6" GRAVEL UNDER 2"xl2" P.T. STAIR STRINGERS ® (BEAM RUNS ABOVE PORCH G.J) o ( p r ® N v =o F.J. ® I6" O.G. w g5 5P NEW 2"xb" MAX. 16" O.G., U.O.N. (MIN. 3 STRINGERS) x, x, z_j = 7 I -I fA SIMP5ON ITS2.35/I1.55 I G.J. ® I6" O.G. PROPOSED w m Q L- ° N cV m K u- K w Q I HNGR. 0 FLUSH BM. COVERED w w 15 STEP DOWN TOP OF FOUND. WALL EQUAL TO FLOOR ® � ® 1 I z z Q `� ,• x w PORCH N w HEIGHT DIFFERENCE IF REQUIRED (VERIFY DIM. IN FIELD) z 6G 156 S.F. 6G z ' NEW (5) I."15"x1I.5'15" T.J. 2.OE MICROLLAM LVL HDR NEW 2 2"x5" NEW 2 2"xs" NEW 2 :22 x V 1 DROPPED BM. DROPPED BM. DROPPED BM. NEW (3) 2"xl2" HDR " ^ 4D � 1• NEW (2) I."15"x4.5" -.J. 2.OE b'-Iy2'. V:2' MICROLLAM LVL HDR b FOUND. WALL SLOW (ABOVE SLIDING DOOR) PROPOSED F I R5T FLOOR 57RUGTURAL PLAN _ SCALE: 1/4" = 1'-0" Q Lu W O J cy) Q {-' CV O Lr) LL O � � O O C CV z O a 'co r Q o O o 4 N • NEW AIR NEW AIR _c O m 4-J HANDLER —I——— HANDLER -c N O Lt7 1 Q O O I I PROPOSED I BATHROOM I NOTE: I ALL PLUMBING WORK I SHALL CONFORM TO I Q4 LOCAL PLUMBING CODE 0 1 � � I Q I 1 1 ILEOEND =1HOTKATER U •— cV SUPPL"r GOLD WATER �J M SUPPLY 4—d 1 1 1 1 I• • MDFD. 1 I 1 BATHROOM I MASTER BATH Ij LAUNDRY KITCHEN PROVIDE "ABESGO FP200 FR 1 I; EXPANDING FOAM" (OR EQUAL) 1 11 AT ALL PENETRATIONS IN FIRE ' ` I RATED WALLS AND V I II FLOORS/CEILINGS. PRODUCT O I j CONFORMS TO ASTM E &14, u I I I I 1 I ASTM E 84, AND UL 14"19 ~ 1 �4 1 1 1 1 11 IQ° O • — I INTERIOR SHUT-OFF _ 44 1 I I I I Q4 11 1 1 Q j 1 1� 1 I�� FOR HOSE BIB V J I I p� p� v W.G. I W.G. U x I v 1 xj I� 11I I v I I v1 I v �1 I v 1 _ v I © 1 z 1 x :v 1: x1 � =I z1 iv (a) SHOWER m 1 m iV I _� iv I iv1 1' SHOWER 1 j cvl I� iv j I cvl I� cvl I� p� NEW FREEZE PROOF HOSE BIB Q I =1 I I I I 1 MASHERI w/VACUUM BREAK FASTENED �-' -- =-----T -- =--I----_--�- ' I---1 ' -- -------- -- - --------�_---- -----' --� w/PIPE FASTENERS (PRECISE _.I._..�..—.._.l_.._..�.. _..1.._.r ..� _.._.. _.._.._..—..L.._.._.._.. _..L.._.._.._.l_.._.._..I_.. LOCATION T.B.D. IN FIELD - 1 I CONSULT W/OWNER) 1 1 I I 1 1 CONNECT TO r — — — I EXIST. WATER j cV 1 ._ 1 SUPPLY SYSTEM 1 TO PRIVATE I EXISTING I rHELL F v I 1 1 BATHROOM L_.._.._.._.._..z z I 1 I j �1 .v I to � 1 u3 EXIST. SHOWER BOILER m Z O H N ui FLUME31NO RISER - SUFFL1' SCALE: NTS a Z W O C3 (� Z O G O J_ Z O GO � O U Z H O NZ O U N ? O 0 ? a 0 o 4" FRESH AIR VENT w ti N Q J `THROUGH ROOF a O I I I I ATTIC/ROOF PROJECT: " ------� PROPOSED r --—� ----� WHITE -- I � BATHROOM ; ADDITION I 0 j 1 j I NOTE: 2"1 1 1 I ALL PLUMBING t IL I I I I FUEL GAS WORK p 1 1 1 I PROVIDE "ABESGO FF200 FR p SHALL CONFORM z0 1 1 2 I I EXPANDING FOAM" (OR EQUAL) TO LOCAL 230 LESTERS ROAD � I I 1 AT ALL RATED HALLS PENETRATIONS IN FIRE O F EL CPAs CODE a MATTITUCK NY 11952 W I FLOORS/CEILINGS. PRODUCT CONFORMS TO ASTM E 814, Lu TUB I ASTM E &4, AND UL 14"79 1P PP OVIDE"ASESOGO FF200 FR DRAWING TITLE: G.O. 2 3" I .. EXPANDING FOAM" (OR EQUAL) AT ALL PENETRATIONS AT WALLS PLUMBING RISER DIAGRAMS MDFD. 2" 2 2.AND RODUG OGON 71LIN . ASTM E MASTER BATH _—————r———_ —— 814, ASTM E CONFORMS AND UL 14?9 BATHROOM _ —————— ---T----�--r---- I 1 � NOTE: LAUNDRY i I ALL PLUMBING WORK GAS RISER DIAGRAM SHALL CONFORM TO I I I 1 I I I 1 1 KITCHEN LOCAL PLUMBING CODE 2"I "1 2'1 2"1 .2111 1 2'1� 12'1 12" 2 I I I 1 1 I I GLEAN OUT O 2" 1 1 1 i 12' i 3" i 1 As REQ D ° PAGE: �( 1 1 I I EXIST. F.A.I. TO N REMAIN IL n P_i-�,, 14 ISHOWER 2" 1_ , 1_ : 1_ , ® 0 1 G.O. 2 3 51, :2 1 if MASHER DW - G.O. DATE: 10/02/24 17 OF 17 I 4" 4" HOUSE ---�I I MAIN DRAIN C.O.2�� 1 _ 1 I z 2111 I 1 1 2" 411 w I 1 2 1 I TO SEPTIC Q 12 1: SYSTEM z Q H m - ISHOWER 1 I I l I z EXIST. l BOILER FLUM81 NO ice' 15ER - r�)RA I N / NA57E / VEN7 FUEL R15ER - SUFFLY SCALE: NTS SCALE: NTS