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HomeMy WebLinkAbout47642-Z 110F Town p Town of Southold 3/4/2023 P.O.Box 1179 CM h 53095 Main Rd �o4 ao� ; Southold,New York 11971 ,�4 t. CERTIFICATE OF OCCUPANCY No: 43892 Date: 3/4/2023 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 350 Richmond Rd E, Southold SCTM#: 473889 Sec/Block/Lot: 135.-3-9 r Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/4/2022 pursuant to which Building Permit No. 47642 dated 4/5/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessory garage with covered porch as applied for per ZBA#7582 dated 2/17/2022 and ZBA De Minimus dated 12/15/2022. The certificate is issued to Karen,Alan&Andrea of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 47642 12/8/2022 PLUMBERS CERTIFICATION DATED t ori d ignature x� TOWN OF SOUTHOLD uFFac,r BUILDING DEPARTMENT H z TOWN CLERK'S OFFICE "oy • o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47642 Date: 4/5/2022 Permission is hereby granted to: Karen, Alan 219 Cuba Hill Rd Huntington, NY 11743 To: construct accessory garage as applied for per ZBA approval. At premises located at: 350 Richmond Rd E, Southold SCTM # 473889 Sec/Block/Lot# 135.-3-9 Pursuant to application dated 3/4/2022 and approved by the Building Inspector. To expire on 10/5/2023. Fees: ACCESSORY $316.00 CO-ACCESSORY BUILDING $50.00 Total: $366.00 Bu i ng Inspector SO(/r�ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.deviina-town.southold.ny.us Southold,NY 11971-0959 COiJNTV,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Alan Karen Address: 350 Richmond Rd E city:Southold st: NY zip: 11971 Building Permit#: 47642 Section: 135 Block: 3 Lot: 9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: REP Electric License No: 46288ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 6 Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 4 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 3 CO2 Detectors Sub Panel 30A A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 5 4'LED 4 Exit Fixtures Sump Pump Other Equipment: 30A 6Circuit Sub Notes: Acc. Garage Inspector Signature: �_ Date: December 8, 2022 S. Devlin-Cert Electrical Compliance Form ✓ �� -- '_ J - - - SOUTyo6 # # TOWN OF SOUTHOLD BUILDING DEPT. brourmN�' 631-765-1802 INSPECTION [ FOUNDATION 1ST -QJ [ ] ROUGH PLBG. [FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: `- d� 0 V-V ?lw� WW64% O&V� . 15- DATE DATE �I °l Y?i INSPECTOR OF So//T�°� TOWN OF SOUTHOLD BUILDING DEPT. coutm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT.CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 44wLZ 06.44-- or-CA 02-Ooll J-&vrL s �vundLoaf o n loc,,x-hol-7 s (e l;g e �SR� DATE 9' �� ��a- INSPECTOR OF SOUlyO6 _!7 Fo ( 2..,, `55- '-`P�dvl�W # # TOWN OF SOUTHOLD BUILDING DEPT. cou631.765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION LECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: A tau (nom/ DATE INSPECTOR ` �o�aOE SOUIyO� '"f —7 0- Z < d� # * TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm N�' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION /]CPRE C/O [ ] RENTAL REMARKS: tc DATE !i INSPECTOR Lit q�q-1/�o��UF SOUIyo� -- # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/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: 04(441,5 1-6SkVNVM Y V CLAh---�w� i P52�ok Y` r Y ' �a •l HJT 6)604 tW4 At4l 44v 6A DATE 1 v INSPECTOR •~ ���pF SO(/lh�l qqvf ,# f TOWN OF SOUTHOLD BUILDING DEPT. `ycouto, 631.765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I LATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL X [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: S, DATE INSPECTO - � I FIELD INSPECTION REPORT DATE COMMENTS ICIV FOUNDATION (1ST) '+ aims for" 4v4di t vw VA e* -------------------------------- FOUNDATION ------------------------------FOUNDATION (2ND) co� z ao a� 11IM5 4 1110/ud.e. ,ec,G, cn kAj ROUGH FRAMING& t� PLUMBINGDur� °� �U�hoY1 sU2U /rcc�Q_ ,45.4y? T� r INSULATION PER N.Y. STATE ENERGY CODE 06l y:. (y 1v ZtAvl\.t, i6 W✓ FINAL it n vj ADDTTYnNkT,CO MENTS p 4- 10111122.- -- 10 1111 - Pac ' 17-T &LGC+r'tC ►-QG i 0 28 v s 0 z Coveredm 3 o as V� S. � c• 6'3�� - 22 - 1E. cry ra ( r o y Nz x x d b y a� �S°4F°j�co TOWN OF SOUTHOLD—BUILDING DEPARTMENT moo G Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 �o�4 Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny_gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only Illl PERMIT NO. Building Inspector: MAR n ;? qnU99 .3D Applications and forms must be filled out in their entirety. Incomplete BUILDING DEPT. applications will not be accepted. Where the Applicant is not the owner,an TOWN OF SOUTHOLD Owner's Authorization form(Page 2)shall be completed. Date:3/3/22 OWNER(S)OF PROPERTY: Name:Alan Karen SCTM#1000-135-03-09 Project Address:350 Richmond Rd E, Southold NY 11971 Phone#:516-635-6700 Email:abkaren aol.com Mailing Address:350 Richmond Rd E Southold NY 11944 CONTACT PERSON: Name:AMP Architecture, Jess Magee _----_._ ___ Mailing Address:1075 Franklinville Rd Laurel NY 11948. Phone#:516-214-0160 r _ Email:jmagee@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:AMP Architecture, Anthony Portillo.................. .... .. _ ._..... .. ..._ .___. Mailing Address: 1075 Franklinville Rd Laurel NY 11948 Phon-e#:51-6-2-14-0-160-.--- - --- --,-,,-. Email:apggillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION iNNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? Dyes BNo Will excess fill be removed from premises? ❑Yes ii No 1 :PROPERTY IN .0 Existing use of property: �� ��� Intended use of property: Sj� (eI�_ � t . 'I`1. �. __ __.. �_ r n. � .a� Zone or use district in which premises is situated: -Are there any covenants and restrictions with respect to this property? ❑Yes gilo IF YES,PROVIDE A COPY. _ Th , ..., ' , - l ` b l ~_ ,. , ; d©Check:Bax.rAfer ReLi eo wner/ont�aeor/ ign•�pk_essonaisrespons andstoriwater. , d 1by theToC6g- Capter236owNMmhJ1rig" ' Zone:; `flcdinance ofthe Town;of Southold;5.'uffolk,,County„New York and other applicable Laws,Ordinances'or R'egulabons pfor thecoristructioh:ofbuildings;.' ;additions;alterations odor iemoval or demolition as herein descnbe'd:;7fie'applicant-agrees to comply with;a11,aPplicable laws ordinances,titiilding code housing code and regulations and to,adriiit;authonzed mspecYors on;premisesand in bwldiiig(s)'for necessary mspecttons-Falsestatements made herein are,',t punishable as a CIa3s A misdemeanor pursuant to.Section Z10 45 of:the New York State-P..'enal'Law.; Application Submitted By(prin. ame): � '(� �5 (pC,h"Authorized Agentq El owner Signature of.Applicant: Date: ;S 13 STATE OF NEW YORK) SS: COUNTY OF OF � -W-Cf ��p ) lib 01, I -C �r� �r���1S being duly sworn,deposes and says that(s)he is the applicant (Name of individualsigningcontract)above named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that allstatements contained in this application are true to the best of his/her knowledge and,.belief,and that the work will be performed in the manner set forth in the application file therewith `L BARBARA H.TANDY Sworn before me this Notary Public,State Of New York yy, ,, "� � No. 01 TA6086001 _da of 1 a- C 20 -•� Qualified In Suffolk County Y S� Commission Expires-M113/20, 0-73 Notary Public PROPERTY OWNER AUTHORIZATION Mi-e z t-4e-aI1canrt-is-nat tbe-o�n'Ce'r• -- --- XY/ /�J �' residing at, 336,2 do hereby authorize A1Z,1/"/J r C7. to apply on my behalf to,the T n of outhold Building Department for approval as described here' . Owner's<ignature /Date Print Owner's Name 2 OF sQ�jyol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Roadcn � (631)765- 5 P.O.Box 1179 G� • Q roger.richert adeoxv n.sout95)Rny.us Southold,NY 11971-0959 Q Y BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: C � �'L Date: Z-0 i/A A.— Company Name: �-Q I Ir'C 6L, L L Name: 6 95- 2`7' i'NZi License No.: 2 Address: o OX, o -Phone No.: L 3 / 7G'7 Co3e_/ JOBSITE INFORMATION: (*Indicates required information) *Name: izEicl *Addr.-ess; . . .3.6-0 2 ► N- �� � .. . . ori *Cross Street; o u 1-e *Phone No.: (;-31 7 6 7 (a,3 Permit No.: �/ _�401 %2- Tax-Map District: 4000 Section:- Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) A4/ 6&��e. + L �- (Please Circle All That Apply) *Is job ready for inspection: YES /4Z) Rough In Final *0o.you need a Temp Certificate: YES rO Temp Information(if needed) 'Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other 'New Service: Re-connect' Underground Number of Meters Change of Service Overhead 4dditional Information: PAYMENT DUE WITH APPLICATION � & .82-Request for Inspection Form 0 Town Hall Annex JI [ i [ Telephone(631)765-1802 54375 Main Roadl�aic(631)765-9502 P.O. Box 1179 G� • Q roger.richert(cr�town.southoid.ny.us Southold,IVY 11971-0959 QIyCQU` .� y BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: ,� C � � ' L Date: Company Name: r I rC GL, L Name: 6 i�!✓ 27" r NZi License No.: 2- Address: Address: o 0 o 3 Phone No.: G 3 / Zee 2 603&/ JOBSITE INFORMATION: (Indicates required information) Name: ✓�izE� *Address: .35-0 *Cross Street: *Phone No.: Permit No.: M71,/ Tax-Map District: 1.000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) L(Please Circle All That Apply) *Is job ready for inspection: YES/40) Rough in Final *Do-you need a Temp Certificate: YES Temp Information(if-needed) 'Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other 'New Service: Re-connect' Underground Number of Meters Change of Service Overhead 4dditional Information: PAYMENT DUE WITH APPLICATION .82-Request for Inspection Form At PERMIT # Address: Switches Outlets GFI's �rI Surface Sconces H H's i UC its Fans Fridge HW Exhaust Oven W/D Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer AC AH Hood Service Amps Have Used Special: Comments r i 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 https://www.southoldtownny.gov Received r APPLICATION FOR BUILDING PERMIT For Office Use Only I —' PERMIT NO. Building Inspector: t` Lv7 `�U V L4 A U G 1 1 2021 .Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant.is:not the owner,an' Owner's Authorization form(Page 2)shall be completed. BUILDMI DEPT. Tz^W,!OF SOUTTIOLD Date:8/9/21 OWNER(S) OF PROPERTY: Name-:Alan Karen scTM #s000-135-03-09 Project Address:350 Richmond Rd E, Southold NY 11971 1.Phone#:516-635-6700 Email:abkaren aol.com Mailing Address:350 Richmond Rd E Southold NY 11944 CONTACT PERSON: Name:AMP Architecture, Jess Magee Mailing Address: 1075 Franklinville Rd Laurel NY 11948 Phone#:516-214-0160 Email:jmqgpe@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:AMP Architecture,,Anthony.Portillo Mailing Address:1075 Franklinville Rd Laurel NY 11948 Phone#:516-214-0160 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 $ 1—will the lot be re-graded? ❑Yes ii No Will excess fill be removed from premises? ❑Yes ®No 1 t` `PROPERTY I. FORMATION, Existing use ofproperty:S► eI. 12e enc duse of property: ��(L (e 1 ltq 1►(I __ I�ef�. _ Intended Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to 40 C /1 this property? ❑Yes o IF YES, PROVIDE A COPY. �..... N.... _...,... , _,..........._...._._ _... __..... ... m _ .. �._.._.... Check BOX AfterALiading:.The owner/contractor/design professional is"responsible for all dramage'and"storm water,issues as provided by.', Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the.I§uilding 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 l aws;'Ordinances orRegulations;for the construction of buildings, addition's,"alterations or•for removal or,demolition as herein,described.The applicant agrees to comply;with all applicable laws;ordinances,Building code;, housing cone and regulations and to it authorized inspectors on premises and in buildings)fornecessary inspections.False'stateinents made herein-are punishable as,a Class A misdemeanor pursuant to Section 210.45 of the.New•York State Penal Law. `. Application Submitted By(print name): i� Authorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) C rSS: L COUNTY OF 111y1� CJI Wi 11.c"t�W S being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the�� \j " (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this , l day of ,20 Not Public A E,�� Debora9 Orlowsli * `NOTAFW':.*__ Notary Public,State of New York- PROPERTY OWNER AUTHORIZATION, `°yp"BL'c;' = Qo0O Suffolk County�� ^� r i• '%,x`14 vote++`' Commission Expires 05/132 5 (Wheren the app�iCant is not the ovjner) ,,,,,,n, I �� ✓j' /� residing atd� do hereby authorize /rV /L '/� �� to apply on my behalf to the T, n of outhold Building Department for approval as described h rei . Owner's ignature /Date Print Owner's Name 2 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: August 23, 2021 TO: AMP Architecture (Richter) 1075 Franklinville Road Laurel,NY 11948 Please take notice that your application dated August 11, 2021: For permit: to construct an accessory garage at: Location of property: 350 Richmond Road East, Southold,NY County Tax Map No. 1000—Section 135 Block 3 .Lot 9 Is returned herewith and disapproved on the following grounds: The proposed accessory garage, on this nonconforming 13,054.7 sq. ft. lot in the R-40 District, 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 accessory structure is located in the side yard. Authorized Sig Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. BOARD MEMBERS Su�F646'pG Town Hall Annex Leslie Kanes Weisman,Chairperson may` 53095 Route 25,Main Road Patricia Acampora y Z' P.O.Box 1179 Eric Dantes Southold,NY 11971 Robert Lehnert,Jr. Oij�/ aO�� Telephone(631)765-1809 Nicholas Planamento Oj �►. http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD December 15,2022 Jessica Magee AMP Architecture 10200 Main Road,Unit 3A Mattituck,NY 11952 Re: De Minimus Request, File#7582 350 Richmond Road E., Southold SCTM No. 1000-135-3-9 Dear Ms. Magee; We are in receipt of your correspondence dated December 2022 requesting a de minimus approval related to ZBA determination#7582, dated February 17,2022, in which your client was granted an area variance to construct a new accessory garage located in a side yard. In your letter,you explain that the applicant wishes to add a 38 sq. ft. covered porch on the western portion of the garage. I have reviewed your amended Architectural Plans dated October 19, 2022,and have determined that your proposed addition of a porch is de minimus in nature. Please be advised that all conditions of approval will still apply. Please submit to our office one more!set of signed and sealed Architectural Plans,,and contact our office if you have any further questions or concerns. Sincerely, Leslie Kanes Weisman, Chairperson cc: Building Department BOARD MEMBERS �F S0 Southold Town Hall Leslie Kanes Weisman,Chairperson O�� y0l 53095 Main Road •P.O.Box 1179 / O 'Southold,NY 11971-0959 Patricia Acampora Office Location: Eric,Dantes e Town Annex/First Floor, Robert Lehnert,Jr. • COQ 54375 Main Road(at Youngs Avenue) Nicholas Planamento ��yUNN� Southold,NY 11971 -~ http://southoldtownny.gov y gov RECEIVED 1,`= �4� `= L_'3Z NING BOARD OF APPEALS ' TOWN OF SOUTHOLD J FEB 2 4 2022 Tel.(631)765-1809•Fax(631)765-9064 FEB 2 2 2022 Southold Town Clerk F1NllI TGS 'DELIBERATIQNS AND.DETERMINATION. MEETING OF FEBRUARY 17, 2022 ZBATILE: #7582 NAME OF APPLICANT:. Allan Karen PROPERTY LOCATION: 350 Richmond Road East, Southold,NY SCTM#1000-135-3-9 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 A.14-25, and the Suffolk County Department of Planning issued :its reply,dated September 21,2021 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-2.68. PROPERTY FACTS/DESCRIPTION: The subject property,is a nonconforming 13,054:7 square footparcel located - in.the R-40 Zoning District. The northerly property line measures 99..54 feet and the easterly property line measures 131.15 feet,,and is adjacent to Richmond Road (25.ft. wide Private.Right:of Way).. The southerly property line . measures 99.54.feet and the westerly property line measures 131.15 feet.. -The parcel-is currently improved with a two-story frame dwelling with.a covered concrete patio':on.the easterly side of the dwelling and an attached wood deck,on.the southerly side of the property as shown on the survey map prepared by Island .Wide Land Surveyors, dated July 31,.20.14:. BASIS OF APPLICATION: Request for Variance from Article III; Sections 280-15; and the Building Inspector's August 23; 202.1 Notice of-Disapproval based-on.an application for a-permit to construct an accessory garage at J) located in other than the code permitted rear yard;located at:350 Richmond Road East,Southold,NY. SCTM#1000- 135-3-9. RELIEF REQUESTED: The applicant requests a variance to construct an accessory garage to be located in the side yard having with conforming 5 foot setbacks from.both the rear yard and..side yard property lines, where the code requires accessory garages to be located in a rear yard. The applicant has submitted a Site Plan prepared by Anthony Portillo, Architect and dated July 26, 2021 which shows plans for a detached two car garage to be located partially in the rear yard and the majority to be in the side yard which does not meet the code standards Page 2, February 17, 2022 Allan Karen, #7582 SCTM No. 1000-135-3-9 ADDITIONAL INFORMATION: The applicant's representative informed the Board that only electric will be installed in the garage and a pulldown stairway will be installed for storage in the upper level. There is no plumbing proposed. An adjacent property owner on the east side spoke of his concerns that the accessory garage be screened from his view by preserving the existing trees and with planting additional vegetative screening FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals.held a public hearing on this application on February 3, 2022.,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(31(bMM. Grant of the variance will not produce an undesirable change in.the character of the neighborhood or a detriment to mearby properties. This is an optimal location for the garage, since the property is well screened by existing trees and vegetation and the proposed garage will be located in the.corner_of the property - farthest from the street where it will have little to no visible impact. Most residences in the.area have accessory garages.'The proposed accessory garage will be 24.3 ft. by 22.3 ft. with-one large door to accommodate two cars. Part of the garage will be in the side yard,but the majority will be in the rear yard. 'Richmond Road East is a private'. dead end unpaved road with little traffic. 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°applicant'''s dwelling has an 11 ft. &inch setback from the rear property line so there is virtually no.conf6tming rear yard in which to:locate.the proposed garage. Since.the .applicant is restrained by not enough-.space in.the rear yard for the proposedgarage;the applicanchas requested a variance to-place the.garage mostly'in-the side .yard with.some of.the garage in the rear yard. The applicant is proposing conforming setbacks from both the side and rear property lines for the garage. Variance relief is required as the applicant cannot meet the code standard. . 3. Town.Law 4267-b(3)(b)(3). :The variance granted herein is mathematically substantial,representing 100%relief. from the code. However; since the rear yard is not able-to accommodate the proposed garage, the applicant must apply for a variance to locate the accessory structure.mostly in the side yard.. .: 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 'conditiohs.in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water.Management Code. 5: Town Law 4267-b(3)(b)(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 effeet.prior to or at the time of purchase. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an 'accessorygarage while preserving .and protecting the character of.the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Acampora, seconded by Member Weisman (Chairperson), and duly carried,to GRANT the variance as applied for, and shown on the Site Plan and Architectural Plans (Sheets SD-2 to SD-4) prepared by Anthony Portillo,Architect and dated July 26, 2021. f -ter 1 Page 3, February 17,2022 Allan Karen, #7582 SCTM No. 1000-135-3-9 SUBJECT TO THE FOLLOWING CONDITIONS: 1. There shall be no plumbing installed in the structure. 2. The applicant shall maintain screening along the easterly property line for privacy. 3. Pulldown stairs shall be allowed for storage on the second level,and the.entire structure shall remain non-habitable. 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 thin decision null and void That,the above conditions be.written into the Building Inspector's Certificate of Occupancy, when issued, The Board reserves the rightto substitute a similar design that is de.minimis in nature for an alteration that does not inckeam.the degree of nonconformity. . Any-deviation fro*-the survey,.site plan and/or architectural drawings cited in this decision will result in delays- andlor-a possible denial-by the Building Department of a building permit; and may require.anew application and public hearing before the Zoning.Board of-Appeals. Any-deviation.from the variances)granted herein.as shown:on the architecturaldrawings, site plan.and/or.survey citedahoveeatrations,,exte iordemolions, are,tiotauthorizedunderthis: pplicaii6wwhenvolving nonconformities under.the zoning code. This action,does not authorize or condone:any current.or future use,setback or other./eature.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'. -In,the event that this is:an approval subject to conditions, the approval shall not be deemed effective until such.time that the foregoing conditions are:me(,;.and failure to-comply therewith will.render this approval null and.void. Pursuant to.Chapter 280-146(B).of the Code of the Tow..n.of Southold any variance granted'bythe Board of Appeals shall become null and void where'a 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: ITIS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Vote of the:Board; Ayes: Members Weisman (Chairperson)'Dantes Acampora,and Planamento; This Resolution was duly adopted.(.4=0). (Member Lehhert absent) C Leslie Kanes Weisman, Chairperson Approved for filinga -//Y' /2022 TAX MAP# 1000-155-05-09 yQjO 6t ��wZma Z1 ZONING DISTRICT R-40 NG w `� 0 m m W LOT AREA 0.50 ACRES z a W Jwmss ._._ atF�rQLL Y1 d.�QLLQ GOloao=W= a-zJag-0 2cDISAPPROVAL , DESCRIPTION(FOOTPRINT) AREA COVEGE r H c o w awm9¢ a TOTAL LOT AREA 15,054.1 S.F. f z z aoaa EXI5TIN6 BUILDING 1,19b.0 S.F. v EXISTING WOOD DECK 259.0 S.F. 2.0% _ Z z Ir Nob°4150"W ��� 131.15' EXISTING CONCRETE PATIO 140.0 S.F. 1.1% � ��a �r �w O EXISTING COVERED PORCH 24.0 S.F. 0.2% x W _021=E - -7- - - - - - - - - - - - - - - - - 3zoroQa — — — — � — — — — — — — PROPOSED 2-GAR GARAGE 540.0 S.F. 4.IA5 N _ 5'_AGGESSORY SETBACK 22. ' N `I ROOF COVERED CONC.PATIO I m TOTAL AREA OF ALL STRUCTURES 2159.0 S.F. 165% 50.2' C b7T "MAXIMUM LOT OVERAGE ALLOWED -20% NEW 2-GAR SARASE N 540 5.F. ry 1 I AG6-E550R r' TRUGTURE;REQUIREFIENTS:,: ry EXIST. PROPOSED COMPLIES 1A, EXIST.I STRY 229' FRAME DWELLING MAXIMUM HEIGHT 16 O' 11.1' Y m MINIMUM SIDE YARD 5.0' 0.0' 5.0' Y 55'REAR SETBACK MINIMUM REAR YARD 5.0' 0.0' 5.0' Y MAX.SQUARE FOOTAGE 1000 S.F. 0.0 S.F. 540.0 S.F. Y Q a al J2,O2.0p '-------------2 , 15,01 �I EXIST.2 5TRY < w FRAME DWELLING r WOOD DECK } IN �I lu < O in in ' 22.5' ISA' I 133' PORVGH 55'FRONT SETBACK 6.01 I 1 Z Wih I m I a z (Il I = 0 V_ _ p' H _ o co kp — — — — — — — — — — — iii' f_.. rli ,4 '->• �„„\ 548°47150"E 151.15' RICHMOND ROAD EAST PROPOSED SITE PLAN 0"Z7 Lu f} SCALE: 1" = 20'-0" .may a a o a OE\ERAL SYMDOL <EY: a. ! MIOS_-T fREKA- PZM4 NEW FIMO--WALL ?04__ k&■mss ]!§2§§ KE¥$22 §�§§w< k¢§k§k )(�§§� | 2§ �E�§§� )§§k(§� ■-��_ )F-]§7§Z 4.0Ir ! )§§k|§� SEK§@§ dKk§�k) NEN 2 CAP, § 5ARA&E ,s. k r ( N � ) »o AHP » ��. AUG 1 ] 202 PSL « � , Z #UMpO DEFT 2 2 z TOl�IOf S0T2E2S3O m o - § o � MZ\ co DOSED F|R5T FLOOR PLAN - 2 4a5 5F. 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"Iw Qy,O 2Q yOj wWw wQ JK fR!m 2 W- W W WCWCZOWCWC O�O O 6 W m S N a a�Sao= rc �aa�,i 0ow�o.oF w��4za3� 21'-0" uaio¢o`�¢gaa /1 V/SSF-SN NEW 2 GAR m GARAGE �, n N 483 S.F. N µe C V V Bldg Dept cop;from ZBA 2x6$ Fina?reviewed;iocuments RECEIVEDZBA File # Date: /\� / 22-- 100 AMP -' w SEP 17 2021 ELEG. PANEL Q 2'-6" I6'-O" 2'-6" F W C5 in Q z � XOI? II�'G BOARD OF APPEALS i, Z (5 S2O L . — . — . — . — — . — . _ . — . _ . — . — . — . — . J O ,�'�' �Y``=�yy✓ �Zr ,gyp N p PROPOSED F I RST FLOOR PLAN ��—� � aa.. 4,55 S.F. GROSS AREA Wim' 1/4'- V-0* N 0 0 o a M. v g W Q W= maan�.ga o�3W o zaE12 PR_OPOS_ED RIDGE HEIGHT ~" o Q WW ------------ Q,2 2 Z W JLLyWjU I lilt 11 oxa 12 w�o�oo W z,a�oQa F Ez xZ V W V�y1 d1 zU O W Q Z V 11 111111 Ilitil 111 11 If If 1 Q 2 W T 11 11 IT 11 11 IT 11 11 liltW W U O N OP 1111 fill QZ W Zf7Jw O11 111 If Ill I'lij.11.1.1,11 11 11 it II it II 111111 111111 1 F Q W Ill[ lilt 1111111111 1 11 IT 11 1 IT It IT It If I If 11 it 1111 11 a' y�ZU�OUy) 1111111111 000001:10 1:11 �coiaaa°dx it IIIIII Ill I 111111 111111 If uu"-"MI Hil hooDOooaoJ11i 11 U El 0 0 El El El El Hill Ill] 1111 it 1111 01111111111111Fjl:Ulj H H.ill=I ' ]IT"if 11 1 Ull 11 if 11111111 111111 11 111111 11 BASELINE 000000 0 bilh .11 IRV ELEV.+O.O' WEST ELEVATION (FRONT) NORTH ELEVATION (LEFT SIDE) SCALE 1/4'= Vi SCALE. 1/4'• Vi W �d i? 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'a o EXISTING BUILDING I,Ig6.0 S.F. q2%`.' gW z> ¢ooQa2'�' EXISTING WOOD DECK 25q.0 S.F. 2.0% z W 3 a 2 w Z R 5 z Q 1,14b°4130"W — — — — — — — — — ��— 131.15' EXISTING CONCRETE PATIO 140.0 S.F. 1.1% o a W — ��sW.-Ix 00 I z EXISTING COVERED PORCH 24.0 S.F. 0.2% w o w�C+ A 'u3z��ocxiu�i s'AGGE550RY SETBACK 229' N PROPOSED 2-GAR GARAGE 540.0 S.F. 4.1% v�d'a a�d x ROOF COVERED $ r GONG.PATIO TOTAL AREA OF ALL STRUCTURES 2159.0 S.F. 16.5% �I Im 87 T' **MAXIMUM LOT COVERAGE ALLOWED -20% 30.2' NEW 2-GAR 6ARA6E N 540 SF. ry �p I ACCESSORY•STRUCTURE REQUIREMENTS . ` n EXIST. PROPOSED COMPLIES 1.9' ExISt,I ELLI 29' SA MAXIMUM HEIGHT I FRAME DWELLING MINIMUM 51DE YARD 5.0' 0.0' 5.0' Y 35'REAR SETBACK I MINIMUM REAR YARD' 5.0' 0.0' 5.0' Y 4 I MAX.SQUARE FOOTAGE 1000 S.F. 0.0 S.F. 540.0 S.F. Y Y Y I I� 2.0'-----------------2.0' 15.0' FI N N N 1 < I Q EXIST.2 STRY } w r FRAME DWELLING WOOD DECK I of � Q N ' 229' - 133' Bldg Dept copy from ZBA v4 PORCH 35'FRONT SETBACK I Final rewewe docu ents 6.0' — — — ZBA File — — — — — Date: A/ w z Lu II. W Q z z M Ik Ir` i W O p LL. to -0 1 SITE LAYOUT NOTES, O -0 I. THIS 15 AN ARCHITECTS SITE PLAN d 15 p SUBJECT TO VERIFICATION BY A LICENSED a SU _ — — — — — — — — — — RVEYOR. THE INFORMATION S4b°41'30"E 131.15 REPRESENTED ON THIS SITE PLAN 15 TO THE ARCHITECTS BEST OF KNOWLEDGE. RICHMOND ROAD EAST 2,SURVEY INFORMATION WAS OBTAINED FROM A SURVEY DATED JULY 51,2014 N AND PREPARED BY, V Q BLAND WIDE LAND SURVEYORS AYEPROPOSEDSITE PLAN I99 LAFTTE o DRIVE SYOSSET N.Y. II"1gl SCALE, I" - 20'-0" TELEPHONE, (516)496'7822 "' m a � o a AM P Architecture Address:10200 Main Road,Unit 3A,PO Box 152,Mattituck NY 11952 Phone:(631)603-9092 Design + Build Date: December 12, 2022 Southold Town Zoning Board of Appeals 54375 Main Road Southold, N.Y. 11971 E RE: Karen Residence 22 350 Richmond Rd E Southold NY 11971 peals ZBA File#7582 Dear Board Members, \ We are the representative for the homeowners of the above mentioned property. We are requesting a de minimis approval from an original approval dated February 17, 2022 for the following: Proposed covered porch on 2 car garage—38 sf Attached are the proposed plans showing the proposed porch. If you have any questions or concerns please do not hesitate to reach out to our office. Thank you, Jess Magee SITE P-AN HATCH KEY: d Ol Q U ® PROPOSED BUILDING ADDITION A R E N GARAGE 0 � z W PROPOSED ACCESSORY STRICTURE J ® FRCFOSED 21D STORY } F..Z � �Z J => J r !- ID Y PROJEGGGE T � OPE: PAKEY; �& -- M v m G-OO I.O PROJECT LOCATION&SCOPE Q PROF'05ED 2-GAR GARAGE SITE PLAN&ZONING DATAZ ¢ Q J 6-QQ2.QQ -GENLRALNOTES >v o STRUCTURAL DESIGN CHARTS a STRAPPING,&NAILING DETAILS Z y 0 4 2iPROPOSED FOUNDATION PLAN LL w to PROPOSED FIRST FLOOR PLAN U)_'i PROPOSED ROOF PLAN a g 0 TAX MAP a IG00-135-G3-Oo A-201.01 PROPOSED EXTERIOR ELEVATIONS ZONING DISTRICT R-40 NO W h48'aT 3C'W151.15' - - -- -- - - LOT AREA 0.30 ACRES F U p Colo-PRIVATE ONE FAMILY Z6248;12/-^3/1?4 BUILDING SECTIONS u - - - - - - - s COFOIDAEL_NG WITH ADI TION A-�0I.0 W —�_ F--2� 5'ACCESSORY SETBACK R2�ey COPO-PRE-EXIST.-DNECONC. DESIGN DETAILS WITH COVERED ENTRY a LGNL. 239610;4/20/2018 PATIOTIO S I LofO-ALTERATIONS!DECK 40TT4,10/16/2019 - - - - - - -- - - Q 81 l' \ ADpITIONS - PROPOSED n� VARIANCE APPROVAL T582,2/11/2022 ry 2tAR GARAGE\p1 Q \ 540 SF. I FEMA FLOOD I 53 LOT EXIST. STRY PROP 22.5 -?o LOT FINAL MAP FRAME DWELLING COVERED PORCH 5'0 r DESCRIP-i ION IxOGTPRINTI AREA COVE OE TOTAL LOT AREA 13054.1 SF 35REAR SETBACK _ REVIEWED _ EXITING ISVILOING 1.1960 5F. a,}, `/ EXI5TING WOOD DECK 259.0 SF 2,0% Y a m m Y V SBA. EXISTING COVERED PATIO 140.0 S.F. 1.1`v m 2D'--------------O. 15.0• m� SEE DEC#S#ON'# 17 , N EXISTING COVERED PORCH 24.0 S.F. 0.2% s PROF05 v530D SP.' EXIST.2 STRY D���� I Q K I PROPOSED COVERED PORCH 38.0 S.F. 0.3% } m FRAME DWELLING 61 v+GOD DECK T H 1 C. I U TOTAL AREA GF ASTRUIMJCTURES 219'7.0 S.F. Ib 8% lll���l,7/ JI JI Q I ... SL- ••MAXM LOT COVERAGE ALLOWED\20% / /(J I/'// ` _ , 1-J - c- =3 - - - - _ O COV 55'FROM SETBACK I A.:GE550Ri'STRUG'PURE_BECiWREIdENTS= 4 PORCH b O' EXIST PROPOSED COMPLIES I MAXIMLM HEIGHT IS. O' Ill' Y MINIMUM 510E YARD 5c Off 5.0' Y wl MINIMUM REAR YARD 5,0' 0,0' 5A' Y RECEIVED MAX SOVARE FOOTAGE IOOO SF 00 S.F. 540,0 SF. Y DEC 12 2022 9 PROJECT: I I KAREN Zoning Soard Of AGARAGE Ppeals 548°4l'30'E 131.15' 350 RICHMOND ROAD E SOUTHOLD,NY 11971 R I G H M G N G R G A G E A S T DRAWING TITLE: PROJECT LOCATION&SCOPE SITE PLAN&ZONING DATA PAGE: G-001-01- DATE' 5 1 -5 15 AN ARGHITELTS SITE FLAN!15 / f•� ��1° ! SUBJEC-TO'JERIFICATION BY A LICENSED SURVEYOR THE INFORMATION REPRESENTED ON THIS SITE PLAN 15 TO THE ARCHITECTS BEST OF KNOWLEDGE. 0 2 SLRVEY INFORMATION WAS OBTAINED FROM A 51.W EY DATED.LLY 31 2014 T; 1 AND PREPARED EY y ISLAND WIDE LAND SURVEYOR5 `! 199 LAFAYETTE DRIVE SITE PLAN SYGSSE N.Y. 19 49 TELEPHONE:(5161 6 T622 LOCATION MAP r 5 10'-G" SCALE:NTS 0374A, OENERAL SYMBOL KEY: 33 D O z) a ` --------------•--------- z O TO BE EMOLISHED ITEM PARTIAL I-EIGHT W N _ Ex15TINE D �-{ YL^GD FRAVE 2.6 STL r ---------------- - -1 J WHEN APPLICABLE' 1 I t E.NI5TIN6 TO REMAIN I Q W} Hcy NEW W✓ FRAME 26 ' NEN FOUNDATION WILL I I I Z STL.FJ(EN APPLICABLE: I O N Z J x> { NEN I-HR FIRE RATED ® MIN.i2%2'x4'STRULTLRAL I I I h• If) 1'="'•"'4 WOGp FRAME(L0' 5TL POST FOR 4' ALLS I a N WHEN APPLICABLE) (MIN(2'2'x6'WSTRUCTURAL I I O) POST FOR 6'WALLS)UON NEN 2-HR FIRE RATE) am ix WOOD FRAME(L.6.STC. '. Z WHEN APPLICABLE) /,1 •,� O V\ = 0 z ¢ FOUNDATION PLAN NOTE5 FLOOR PLAN NOTES TYPIC P N F TIN t LON TI N ^ DOOR NOTE ^ �I ON 6RAOE �N J IT to �� (])316'P,r.SILL PLATES W COPPER TERMITE SHIELD V i INSTALL NBN INTERIOR DOORS wGN CALLED I V ."1 e SILL SEAL OUT ON BANS BY'�1D-YST!'(GR EolAL p AN.HOR BOLTS A5 PER PAGE 6-001 3 1-NEN E TERIO2 DOORS YVEN GALLED I I Z>C[ P.COnG FLLND WALL AS PER DETAIL MON OUT ON RAMS BY YIERMATRU'(OR EQUAL) W... I P.LONG.FOOTING AS PER DETAIL 9.DOOR TYPE TO SElELT O.FOOTN6 1 I S a z a 45PHALTIC MASnG DAMP PROOFING TO ENTERIOR 4 INSTALL AS PER MNL SPFL.b UNDER I I (r J N • BO.FOOTING 5'-0'BELOW GRADE MIN 9.PRC/IDE(31 3'xb'HDR,UDN ALUMN� W W ID I/3'__I. JOIM 6 PERIMETER GP SLAB I W EN 4 SEE PAGE 6-0G5 FGR ALL or R FRAMING �- I I I ID d'r•1 APPLICABLE ELEMENTS ARLLIS GOOR5(TTP.FOR AW UGx 4'-B' 111 • 418 ENTRAIN P.CONE.FOR POROHES/PATIOS/ L J I I O STOOPS 1WEN APPLICABLE WINDOW NOTE: r1 MASON TO AAGM'FOR FINISH STONE ON THIN SET OO I.ALL NSW WISO-1--.E-- FOR S L DOORS SHALL BE ANDERSEN FOR£i6HT OF WALL SLAB B'aIEA APPLICABLE.' LASEMEN+T,O0.6LEnTG OR 6L.-IAS AOTEO:: INSTALL AS PER MANI.SPEL.5 FOR 0 S.BSTITLTONS.SEE NONE..IK'6LA55 WI\OGH6 IB•n B•x.' ' I. I . R LS- S NL DOORS-ON PAGE 6003 IF LASO'ENY I W PERVI A D LPP.�'LL(INLY)L5 Fccn1.6 WNDOFG-ALL IS- HALL HAve c.FO�NGI I I a• E__ARM HIAGE Y0£N 6 I I O 2.1F Dd.BLE WM-ALL DBL.FLNG IWDWS TO BE ALUnN I I H NEW 4'THK P LONG SLAB rV 6'ab'-IOAO hWM MLT iYASN r I Li 3 REIAFGRCEMEfi AS PER DETAIL S. ALL 6L4--INS WITHIN IB-OF-1 F TO ee TEM 6L. I ---------------- - W u 4 SEB PAGE 6-009 FLR FRAMING ELEMcTTS ARGLAL L_J - F- U WNDOHI5 fT/P FOR ALL O.N.U - = J --------------- -- U J VHOEDOWN E6RES5 NOTE NOLDOWN 9'AS PER PAGE 6003 N CAMFLIANLE HITH NEW YORK STATE WLOINS }( 33'3' LODE SECT_8510.3.1.THE PGLLOH MEANS OF Q FREEZE PROOF HOSE BIB FfiRF55 SHALL BE FOLLOHEC u FASTENED W/MASONRY ANCHORS(PRECISE NET CLEAR OPENN6..._115.1 PROP05ED FOUNDATION PLAN LOCATION THD.IN FIELD-CONSULT W OWER) NET OLEAR NEI6HT._.......34'MINIHWH NST LLEM WDM__ .._.30'MINMW SCALE:I/4' _ �j• ELELTRILAL PANEL. 33 5 1. BT I NST-TI AS PERNY5 ELELTRILAL-E L _ ALL ExCAVA SHALL NOT USERMInE ExIST ADJACENT _ PONSATiONS BY AN ANGLE OF 41'PROJBCTED plTWARD AND O DOHT6N8D FROM THE BOTTGn OF EKISnNG ALJKEM F---_ NEW ATTIC ACCESS-FULL LL DOSTAIR, _ ,E TO F 3.SI OF E 1. -- KN sso.c-I-VvnTER NCOUNTERED gRUUG Pg1RIN6 .ONO,EAL4VAnON ZE IT MEGH. QI1P.iHRPJGH OPENING ININ I , m 1� U DBL u 3 SHALL BE DEWATERED.-PL R SITE SHALL REMAIN DRY FOR �•x�" V �? ENTIRETY OF Pa.R CONTACT 4RCHiTELT WEN INTER S DBL.FRAMING WHEN NEW OPENING a - - - - - I ENGOLNTERED a.IISTALL AS PER MAN!SPEC.Y 9 CONSULT HO.FOR PREG5E LOLATIOu OF ACCESS I� 1 5 P0.RED CONCRETE SHALL EE KEPT HOIST FOR A MIN OF w DAYS ALL Fq,T.DATG.WORK SHALL BE 4DC0 PSI P OL.EO CONCRETE AT (5. NEW a'n3-ALCM DO/V5PGLT TTP) 4 30 DAYS AAO SHALL N OOM TO THE CLRRE.T PGI 310 LODE : Om Z S. ALL REInPGR.EM TT BARS SHALL BE DEFORNID EPO%Y COATED /: GUTTER H16H FG IM ITYPJ CARBON STEEL---IS GRADE 60.Y6� FOR SLAES DO NOi C. n®TG 4'-P BE EPOxY.GATED BI L NE,?LAR IEN .ANG. LAB•+/0'x6'-10/10 W WM A _ I1 N 6�RAGE b Nom-RESAR R-BE A MIN OF ap DIAMETERS ALL LAPS O REINFOR.EMEW AS PER DETNL M9G' _ I'S"B•_ _ - .. _ ._ _-S_ -_ ___ _ _ _ m T, PROVIDE MECHANICAL 0-1-TO HOLD STEEL L H4ROWARE 1. s °� ° "°' = FINAL MA PLAce AT TIME OF POLR N6.nAIMAIN A=g11RED CLEARANCES ---_- - -_-- covERA6Es.AND PLtMSNE55 �1 DeL.u eel.oW PosT Aecve a m; B. ALL OONFORM TO ASTM L-BS POFt STANDARD WEIGHT tgvV 3'nl0• n I O I SA ap RE�/tE'�I�ED B _ GARAGE DOOR 1 - . MI X4•HRAPPED �S'a• r - - - - - `� DECISION '�'®� � '- THESE SPE IN TE TPNS SHALL A ER FOR THE AT TEM OF ��� HAS 0 E N IN TEMPERATURES LASER 45'F IF THAT TEHPERAMiE DBL cl / \ l: -'1 NAS BEEN BIFTAINED FORA:4 N0.R PERIOD OR MORF ' a _. SPECIFIGTY OF--RETE.ES­MIX SHALL BE BY OTHERS Gip I au - �yII DATED-- - _ ALL COLD HEATHER PREPAMTIONS ANS CONCRETE P0.RING SHALL I 1�'s P LOnFGRM TG KI 906. no.-e S:ALL CLNLRETE BE PLACED oN P-_6RO..TS/ IA •1 / 3 a. SLRPAOES.F80Zp.6R0.NS MAY eE REMOVED OR HEATED TO TENPDlnn.Tss WITHIn Io•r or coACRCTE AEm 9. IN NO LASE SHALL CONCRETE BE PEALED ON ICE OR SNOW DBL.L1 V�` REMOVE AS REDO 6'OG n � / NEH(31 I.TSYIIDTS'LVL HOR -�\ - 4'X4'WRAPPED _ �-_--�_--�_- b. THE USE GF HEAT BLANKETS OR ELE1T'R1L BLANKETS ARE COLUMN R _ N� PERMITTED oUIETI NECESSARY rtN 1`9'-IU2` 16'0' ' 9' ---A AWN TEMPERAIFE OF 99'F OR Hi6NER - 1 333' ! T AND s+ALL eE.-N IG•P cF cGNCREm TEMPeRAn.RE - - - - - - - - - PROJECT: B. CONCRETE SHALL SE AIR EMRAINFD FGR ALD HIu-POCKING PROPOSED F I RST FLOOR PLAN - IB-0 9. NON-CHLORIDE NON-OORFO^IVE ACLeLERANT ADMIXTLREs ARESCALE:I/4•-I'-G• KAREN PERMI TED TO ee ADDED To ANCRETE I41xTURe AS PER Acl SO. O S.F. HASITAELE 5PAGE;483 S.F. C-RO55 AREA GARAGE (ASTM Gw4/C444M TTPE6.AND E O OGN ,AROHITELT WHEN STEEL EMBEDDMENT.Kofi$SECTONAL �.®..® AREAS,Exc GI.B-ARE INCH �L -�"'°9 once cDr;cReTe 1S,PLACED coACRETE sHAu Nor BE exP� 4 E 3 I Pas-T^ Or a31c`DSE II TO REPEATED FRePSAD THAWING-LcLT.".RE'E HAS s ReAGHED A crn,PRE__Ive TRET+SM of BCL P=1 SOUTHOLD,NY 11971 \:. _ 350 RICHMOND ROAD E IMS A 12 RALEMENT iEMPERATLRES SHALL CONFORM TO AL1 506 ` DRAWING TITLE: ALL NEW WINDOWS SHALL BE ANDERSEN,INSTA,1 AS PER MAWJ.SPEC.'1 SEE PAGE"6-003'FOR NAILING a STRAPPING DETAILS. "SEE DOOR SCHEDULE FOR ALL GLASS DOOR5 FROM SAME MANUFACTURER" I PROPOSED FOUNDATION PLAN PROPOSED FIRST FLOOR PLAN wlnaow cHa2r_; - - -��_ -- I I PROPOSED ROOF PLAN RGW.l1-O}?ENIN6' WINDOW DIMENSION CLEAR RECEIVED TAG, TYPE MODEL WOTHOREODI�O' TEMPERED I DT WIDTH HEIGHT «EIG«r REOL.24- - - I. TO PAGE: _,:.� �' %•'„}�'. OPEN REOD, S T 5F BI DBL POST RIDGE A DGI.'6LE+L T 10310 may°10'';' ±�<�O'�". 3'-II�' 4'C�' z I pilo/ DECI � � � I 2 2022 A-101.01 e ccueLE-HUNG Tn2IG52 �4';cs s.t-Z'�_ 2._u g- 5'_a J" ® pu I nl I 6 h I NEW zxB- ; NSW rxe- �' DOOR 5C.FiEMLE - _ _ V u RRPIb^oc. �I RRSIb"oc i Zoning Board Of O � •OF 5. -- •POOR pPPeaiS .. = FIRE I J OC�.,� "7"' .' •J-ati I TAG DESCRIFTION MANLFACTURER WIDTH HEIGHT - / , i! RATING NOTES ./T _•1."' 1 _ / 49 MINRATED NEW 3•x10RID6B •G.... eE_F-LCOS N6 - EXTERIOR __ _ •; _ - _ - ".r t. A W HALF- [31 GI SINGLE SWMG THERMA-TRIJ �'-6' E'-H' / 4 •'� -- GLASS •Jy� xt•x• � � �yNi _ TO -ABOVE T� , (Ay IF ®374�� PROPOSED ROOF FRAMING PLAN -9T d O) Q U F ELEVATION NOTE- (D OTES W 2 O AEW ROOFINS J a l'J S.AOiE B-T41 2 Q >:E (-t ROOF A6 TC 5-Br-___ STYLE W"L 'GAF OL'AL'MIN 90 TR w+RRAATY; \ Pm0•/IOE COAGEAIED FLASHIA6 Ai ALL mOOP I O U)Z f IN,ERPACE3 J (� J �J AJ SEE NOTE m SECTION O O1 00 IL Lo m NE.S FER PLAN 5)a DOOR,SI } a m _ 2 O_ 01 .1 W 4 4 A r A l:/ PrsrnIiO2 AT ALL Iffw wAOOWS/OOORS RYPJ Z Q W O NEW 5/4•T6"AZEK'•OR EOI FA✓IA: Go li PROPOSED RIDGE HEI6Xi J PROJIOE AT ALL NEN FASCIAS.TYPJ ELEY..IT.T' I Z ONEW vl0''AZEK'fOR EO 1 SOFF T - J'i a") FROJIDE AT 4LL NEN SOFFITS_j 12 Y V NEW 4'x4'NRAPPED LOLL4-A1 ` _ �g z W Q Z N C S _ J ago 12 cc p� 12 PROPOSED RIDGE XE16NT .:%' il�O m'J- ,I y�~ lt ���lul0��� c~7 V J 071 OASELINE •1 ELEv.DD' REVIEWED BY ZBA V4E57 ELEVATION (LEFT SIDE) NORTH ELEVATION (FRONT) SCALE.I/4' DATED L �,� M' EIVED DEC 12 2022 Zoning Baard Of appeals p PROJECT: KAREN 17 GARAGE 12 350 RICHMOND ROAD E , — SOUTHOLD,NY 11971 �� DRAWING TITLE' F I� PROPOSED EXTERIOR ELEVATIONS „ I ' r Ss. ._.— _�_ ——_ _—'_--—_—-__ — ' L� PAGE: El _- A-20. 01 I ..- P.P. ..._., ._............. ... _. r D 2 0 �%. SOUTH ELEVATION (REAR) EAST ELEVATION (RIGHT SIDE) SCALE.I/4"=I'_O• SCALE 1/4' 1'-0' a Q U F D! BUILDING SECTION NOTES w Z o W .N-I C NEW ROOFING O E(YPi J F Y{ InSTALL n£h NETAL ROOFlh6(MATCH ExIST.W"5E: LLI 3.INSTALL ICE MD HATER SMELD FROM PASLIA LP TO W} 3a'FROM INSIDE PALE OF 5 D HALL AND AT VALLEYS � ir Z S STALL 19�@eLLln6 FELT NDA:OVER O N a I/�'LDx PLYMOD BI'eATrIN'G(BLOCK ALL SEAMSI J =} S.LAP SNIA6Le DYER RIO6E.wP5 IAS Reari HN Y 6­E RIDGE VENT(A5 REDD; ,.INS ALL ID PEIE�� As REDn O O INSTALL ALL AS PER MAW 5nEG•. a (or } am J TYPICAL ROOF a CEILING GONSTRUGTION NEH RCDFIN6 A5 NOTEDI • /]'LDx PLYWD SNEA NG(FLOCKING R ALL S p PLYWD 9EAM'U zcr • RR L J,.G.T.AH NOTED OH PLANS(R SPANS W OVER U INSTALL'X'BRIL51N6 6'CENTER OF Q J SPAN UD N: A j a iYP GAL EXTERIOR WALL C/JNSTRULT'ON(TYP) PROPOSED RIDGE HEIGHT wD�M P�RM FINAL J T'I Li' UPON T'VEK'KVE HRAP iOR EmALI • LPON 12'LDX PLYWL.SNEATNIN6IYLOLKIN6 o ELEV•ITT' _-_- -_- ` MAP Z}� PLYWG SEAMS,` Q Z T'I • 3x6'STUDS O 16'OC.W DBL TOP PLATE �; Ln a•J N • S/H'GYP"�UM BD YVALL FINISH 4� Ln m m O NENST TALL Ilc'H CEDAR SHAKE SIDING QEa ~ �gQ ® �A T-1 O 9 R5T/.LL A­LL£EAH Py�RgpER i wiusPE�c.e µp..P°' RyY SEE \A a PRovIDE ALL nECESSARY TwM PLR E C-I V I ER InsTAw.non B VV S 51v H TD TLP DF L1 AS PER PLAN Ir U W F J a NEW]LAR � I�I�Vv ` 1V H 1 Gus arm 'i a L/�/ a B _ Y iii'• BASELINE -qIVELEV,•00' I I NEW 4'iNK.REINFORCED P LONL.SLAB RECEIVED SECTION I—I/A-301 DEC 12 2022 SCALE.1/4' I'-G" Zoning Board of Appeals f �( I TYP.ROOF LONBTRUCTION (SEE SELitON NOTES,' �„ R sIMPSDNH]sA RAFTER rle 6X6-IOXIO W.W.M. BETWEEN CENTER 6 ALUMINUM FLASHING-\ PROJECT: UPPER± OF SLAB ��/� SECURED IN PLACE \ TYP.ROOF/ROOFING 2"X6'LEDGER KAREN DURING POUR CONS12UGTION(SEE GARAGE .2)2•xb"P,T.SILL PLATES SECTION NOTES,' FASCIA EDAr PON SILL SEAL UPON ,msµ 4"POURED GONG. I COPPER TERMITE SHIELD I� ^Kam BEAM A5 PER PLAn SLAB (2!:2"XB"HEADER 2'rb'LEDGER � 11 Ila 5/!;"6 HOCKED ANCHOR BOLTS 6 2 b MIL POLY 59"O.G.W/5"SOL'ARE WASHER e 1 350 RICHMOND ROAD E MOLTL' II,` ENDNUT;ALSO SEE ANCHOR BOLT 2"14"G.J. RETARDER - LI A SECTION ON PAGE A-200 "X3"FASCIA BOARD 'SINPSDN'PLba / SOUTHOLD,NY 11971 TOR PLY BMl NEW'SIMPSON'IJF36 'SIMFSON'JOI5T HANGER _ 6ALVMI�D_26 RETARDER PITCH GRADE 'SIMPSON'JOIST HANGER-' sIN1oR 3BPLSY VW NAN6ER 4"GRAVEL BASE 'I STRAPPING UPON GLEAN 'I a• a'BEADBOARD CEILING DRAWING TITLE: COMPACT FILL a d i' BUILDING SECTIONS 8•• j"X 6 LAG BOLTS 5 E.A.R1 H"THK,iMIN"'P. (COUNTER SINK) DESIGN DETAILS CONTINUOUS N %1 a GONG. (2;BLOCKING TO GATG- GRADE BM. 4"x4"CEDAR STAINED LAG BOLTS (I)a5 REBAR ji,^ (5,500 FSU CORBEL(SCREW / 0 48"O G. a II CORBEL TOGETHER' PAGE' (I,I><5 BENT (COUNTER SINK,WOOD Pen pD`'M'AS 41 FILL,SAND AND STAIN; NOTE. III 45'O.C. I. REFER TO PAGE A-200 a"X b�'LAG BOLTS /—�-301.0 <III O—, FOR NAILING AND (C�NTER SINK] •Iti ASPHALTIC STRAPPING OF ALL 141 DAMP M I COMPONENTS •Hyl PROOFING 9y' GARAGE OVERHANG DETAIL Pcs � GATE:10/19/22 5 OF b! (1)=5 REBAR 4 CONTINUOUS A-501.01 SCALE:I" V-O" j •' "' '�%'=�.• I =5 REBAR 1 L _ _ (21'5 REBAR 5"MIN A -b COVERED PORCH DETAIL t A-301.GI SCALE 3/4"c 1'-0' -^ �� ( if ) * MONOLITHIC 5LAB DETAIL •.: A-501 OI SCALE:I'=I'-G' C n Zw `�� N ' SITE PLAN HATCH KEY: ® a O PROPOSED BUILDING ADDITION Q U ® PROPOSED ACCESSORY STRUCTUREW Z_ O w 04 J r-I ® PROPOSED 2ND STORY -. W Q W �- � � Z O Z J Lo J H J OO FA(5E <E %'r : d O O Lo w -QQ ,QQ PROJECT LOCATION & SCOPE Z ° m PROi=OSD 2-GSR ORC� SITE PLAN & ZONING DATA p Z a W J �gQQ� ,QQ GENERAL NOTES J > d�' O STRUCTURAL DESIGN CHARTS Z O O STRAPPING, & NAILING DETAILS z C FRS EGT DATA : Q Z 4 PROPOSED FOUNDATION PLAN cr J N PROPOSED FIRST FLOOR PLAN Io Ix Tq \ c: : ... .:\. \.: pown- ,. �,.,,..\.: \ . \� ..:\�\, ' \ PROPOSED ROOF PLAN O TAX MAP # 1000-135-03-oa e-I -jA-201 .00 PROPOSED EXTERIOR ELEVATIONS ZONING DISTRICT R-40 NO N48047'c30"WW 131.15' LOT AREA 0.30 ACRES � O CofO PRIVATE ONE FAMILY 26248; 12/23/1x74 �- u z DWELLING WITH ADITION -�jQ QQ BUILDING SECTIONS c-) - - - A, - - - - - - - GofO PRE-EXIST. - DWELLING 0) 5' AGGESORY 5ETBAGK 22.3' DESIGN DETAILS N = fJ WITH COVERED ENTRY 4 GONG. Z31610; 4/20/2018 0 ROOF COVERED 1� 0 PATIO = -� Q r GONG. PATIO t- I rn U J Cofo ALTERATIONS 4 DECK 87.7' ADDITIONS 40-M4; 10/I6/201a 30.2' PROPOSED VARIANCE APPROVAL ?582; 2/1'7/2022 2-GAR GARAGE cv 54015.F. \cy FEMA FLOOD ZONE X APPROVED AS NOTED DATE: DO NOT PROCEED WITH N , BP FRAMING IN NT IL SURV ", O AI ! � d=FOUNDATION LFEE: B EXIST. I STRY 22.3' NOTIFY BUILDING AT HAS BEENI APPROVED. U LDING DEPARTME 5.0' �-- DESCRIPTION (FOOTPRINT) AREA % LOT 765-1802 SAM TO 4 PM FOR THE FRAME DWELLING COVERAGE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED TOTAL LOT AREA 13,054.7 S.F. FOR POURED CONCRETE 35' REAR SETBACK 2. ROUGH - FRAMING & PLUMBING EXISTING BUILDING I,Ix96 b.O S.F. x.2 3. INSULATION EXterio�'1'th I Mall%%replaced I EXISTING WOOD DECK 25x.0 S.F. 2.096 BE COMPLETE FOR C.O. 0 0 4. FINAL - CONSTRUCTION MUST env ,c `� ,c I rcpaircd ,Balla confo v v EXISTING COVERED PATIO 140.0 S.F. 1.1% ALL CONSTRUCTION SHALL MEET THE 4 - - - - - - - - -- - - - Q Chapter 172 I m 2.0' 2.0' 15.0' rn m REQUIREMENTS OF THE CODES OF NEW EXISTING COVERED PORCH 24.0 S.F. 0.2% Df the Town Cod Lu LuYORK STATE. NOT RESPONSIBLE FOR � N N PROPOSED 2-GAR GARAGE 540.0 S.P. 4.196 DESIGN OR CONSTRUCTION ERRORS. ° ° EXIST. 2 STRY 4 TOTAL AREA OF ALL STRUCTURES 215q.0 S.F. 16.5% < m m WOOD DECK m w r FRAME DWELLING Lu r p - - - p v **MAXIMUM LOT COVERAGE ALLOWED - 2096 COMPLY WITH ALL CODES OF Q NEW YORK STATE & TOWN CODES o AS REQUIRED AND CONDITIONS OF 22.3 15.0 :...: on\.. SOUTHOLD TOWN COV. 35' FRONT 5ETE3AGK iv!mn MA 09 4 PORCH - _ _ _ _ _ _ _ _ EXIST. PROPOSED COMPLIES v 6.0' SQUi , TEES MAXIMUM HEIGHT 18' 0' YFN- I I w MINIMUM SIDE YARD 5.0' 0.0' 5.0' Y 0 1 ANCY OR MINIMUM REAR YARD 5.0' 0.01 5.0' Y OCCUPx w MAX. SQUARE FOOTAGE 1000 S.F. O.O S.F. 540.0 S.F. Y USE IS UNLAWFUL I m , I WITI 'OUT CERTIFICATE w OF OCCUPANCY 0 RETA PROJECT: i PURSUANT OTO CHAPTER 236RM WATER FF KAREN OF THE TOWN CODE. GARAGE 548047'30"E - - - - - I' - _ - - _ 131.15' ELECTRICAL 350 RICHMOND ROAD E R I C H M O N D R O A D E A 5 T INSPECTION REQUII"lED SOUTHOLD, NY 11971 DRAWING TITLE: s � } PROJECT LOCATION & SCOPE ` SITE PLAN & ZONING DATA i PAGE: G-001000 41�, � ? r I M DATE: 03/02/22 1 OF 5 SITE LAYOUT NOTES: I. TH15 15 AN ARCHITECT'S SITE PLAN 4 IS r '� 5UBJECT TO VERIFICATION BY A LICENSED ¢ r SURVEYOR. THE INFORMATION I „a E© C i n y REPRESENTED ON THIS SITE PLAN IS TO THE _ `c� ARGHITECT'5 BEST OF KNOWLEDGE. j V 2. SURVEY INFORMATION WAS OBTAINED FROM A SURVEY DATED JULY 31, 2014 AND PREPARED BY: 15LAND WIDE LAND SURVEYORS iqq LAFAYETTE DRIVE �- "9), 03 40 �tD� SYOSSET N.Y. 117x1 fop APPIM TELEPHONE: (516) 4q6 7822 L.�GI"tT I QUI N -� S 1 TE: f'L AN MAF SCALE: I" = 10'-0" SCALE: NTS G WOOD FRAMING MATERIAL 5TADARDS FOUNDATION, CONCRETE, AND MASONR."r Y I T I O I `l.J NOTES Si�EG I i-I G�cTI ON5 CARPENTRY THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFYALLDIMENSIONS OF EXISTING FOUNDATION AS IT I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 4 BETTER (Fb = 8-15) UNLESS OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE r� CL IT 15 THE CONTRACTORS RESPONSIBILITY TO KEEP THIS GONSTRUGTION DOCUMENT BLINDED OTHERWISE NOTED. PRESCRIBED HEREIN. WHEN IT CAN BE SHOHN, AND THE AUTHORITY HAVING SUB-CONTRACTORS IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OFQ U TOGETHER AT ALL TIMES. IT 15 ALSO THE CONTRACT'OR'S RESPONSIBILITY TO READ ALL NOTES, JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNTBD. BOARD INSUL. INSULATION SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2. ALL LUMBER IN CRAWL SPACES TO BE I8" ABOVE SCRATCH GOAT. MAINTAIN A&ENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR . 8" MIN. FOUNDATION EXPOSURE. GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE [BASE FLOOD ELEVATION INT. INTERIOR 2. ALL FOOTINGS TO BEAR ON FIRM,VIRGIN, UNDISTURBED SOIL FUJI N SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT BLDG. BUILDING K KIPS (1000 LBS) J F- Tl GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD 3. 501E TO HAVE MIN. BE CAPACITY OF (1) TON/5Q. FT., U.O.N. I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL 5EALAN5ULATION. SIZE OF SILL TO BE (2) 2 xb , UNLESS (1) 2 xb COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THIS P5 FORMAT, AS LJJ APPLICABLE BUILDING DEPARTMENT. I5 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MINI. OF 4'-O" BELOW GRADE, UNLESS BM BEAM MANU. SPEG.'s� MANUFACTURER'S SPECIFICATIONS Q W 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. AT FLUSH FRAMING USE Ib GAGE METAL JOISTS HANGERS BY "TECO" OR I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, OTHERWISE NOTED [BOTTOM OF MAX. MAXIMUM Z ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL. PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. � cn Z PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL BOT. BOTTOM MEGH. MEGHANIGAL STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. J = �. 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OFFNIN65 IN PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. NO BACK FILL SHALL BE PLACED ACAIN5T FOUNDATION WALLS B.O.W. BOTTOM OF WALL MIN. MINIMUM F- Lfl 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES FLOORS, ROOFS, AND WALLS. RULES SPECIFIED IN 1.1 THROUGH 1.8. UNTIL PT TIER OF FRAMING 15 IN PLACE. AND AUTHORITIES HAVING JURISDICTION. b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, G.J. CEILING JOIST NA1/D88 NORTH AMERICAN VERTICAL DATUM OF Ia88 0 O I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, ?. FOOTINGS TO BE POURED GONGR ETE OF SIZE SHOWN ON DRAWINGS. LO 0 4. ALL UNNOTED OR NON-VISIBLE EASEMEENT5 ARE THE RESPONSIBILITY U.O.N. INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED OF THE OHNER/BUILDER BY THE GRADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED COL. COLUMN NYG BG NEW YORK CITY BUILDING GODS m "1. ALL BEAMS, &IRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. Z ' 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE I CONT. CONTINUOUS O.G. ON CENTER SHALL BE CLARIFIED WITH THE ARGHITEGT/ENOINEER BEFORE PROGEEDIN6 8. MIN. HEADER TO BE (2) 2"x10" UNLE55 OTHERHI5E NOTED. 6RADEMARK SHALL INCLUDE AN EASILY D15TINGUI5HABLE MARK OR 9. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PACE 6-003. DBL. DOUBLE OCG. OCCUPANCY = 0 WITH THE WORK. INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE 9. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-99. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 Z 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE P.T. DAYS OF 4,000 1.5.1., U.O.N. DFE DE515N FLOOD ELEVATION P®FE PRELIMINARY BASE FLOOD ELEVATIONQ W UNLE55 APPROVED BY THE ASGHITEGT/E1�lGINEER. 10. ALL EXTERIOR 5HEATHIN6 SHALL BE NAILED AS PER FASTENING SCHEDULE 1 2 THEEPROV S1NATED ONS OF 1ANNSI/RALTGLA I90.IMINATED STRUCTUTIMBERS SHALL MEET RAL GLUED LAM NATED II. GONG. SLABS TO REST ON MIN. OF b" FINE GRAVEL OR SAND WITH DIM. DIMENSION P. GONG. POURED CONCRETE 'J 00 '1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE 6-005. GENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND TIMBERS. 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER BEFORE THE START OF FRAMING ROOF AND IS OF GDX GRADE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS D.J. DECK J015T5 PL. PLATE Z FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUT5 FRAMING. r J rq Tj 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. APPLICABLE. WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055 EA. EACH PLYWD. PLYWOOD [� C) STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RE515TANT TIES - I 9. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE 11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS (1) WALL TIE PER (3) 50. FT.' I ELEV. ELEVATION P.T. FRE55URE TREATED Z NAILING AS PER FA5TENIN6 SCHEDULE ON PACE 0-003 AND GLUED, U.O.N. DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL £ Q Z e-j 10. OHNER/BUILDER ARE RESPONSIBLE FOR ALL IN5PECTION5, APPROVALS, REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, I EQUIP. EQUIPMENT IRED m J cV GERTIFICATE5, CERT. OF OCCUPANCY OR, COMPLETION AND L.L. APPROVAL 12. EXTERIOR SHEATHING TO BE COVERED WITH TYVEK HOUSE WRAP OR EVALUATION REPORT. MAX. 32'-0" O.G., TO DIRECT A14Y CONDENSATION TO THE EXTERIOR. LL LU CD APPROVED EQUAL. EXIST. -� EXISTING RI R15ER LO = l il. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA 1.4. 5TRUGTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR A55EMBLIE5 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEI5HT5 AND AT USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVE FINISH GRADE. EXT. EXTERIOR RM. ROOM EDJ 0 PERMISSION FROM THE ARCHITECT. UNSUPPORTED GE 5EAM5 OF EXTERIOR SHEATHING. A5TM 05456 STANDARD SPECIFICATION FOR EVALUATION OF 0 STRUCTURAL COMPOSITE LUMBER PRODUCTS, THI5 DOCUMEN, THE Ib. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES F•A•I• FRESH AIR INTAKE R.R. ROOF RAFTER 12. THE ARCHITECT 15 NOT RETAINED FOR. SUPERVISION OF THE WORK AND 15 14. PROVIDE 'X' CRO55 BRACING AT JOISTS, STUDS,AND RAFTERS WHEN SPANS GOVERNING BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40°F AND FALLING, UNLESS APPROVED BY AROHITEOVENCINEER. NO RESPONSIBLE FOR DE51ON INTENT ONLY. EXCEED 8'-0" AND AT EVERY V-O". SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. I FAR I FLOOR AREA RATIO 5TL. STEEL 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OOCUPANGY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE I.S. PREFABRICATED WOOD TRUSSES: ASSEMBLIES U51NO PREFABRICATED 11• NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLE55 SPECIFIED BY F.A.V. FRE5H AIR VENT S.V. 1 SMART VENT Lu 6-003. WOOD TRU55ES SHALL MEET THE PROVISIONS OF THI5 DOCUMENT, THE ARCHITECT/ENGINEER. m 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY CLEAN AT ALL GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS FF FINISHED FLOOR TBD _� TO BE DETERMINED TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL Ib. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS SET FORTH IN AN51/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE I8. PROVIDE BITUMINOUS JOINTS BETWEEN SLAB5 AND FOUNDATION HALLS AND ~ RUBBISH, WASTE MATERIALS, TOOLS, ETC„ GLEAN GLA55 AND LEAVE WORK NECESSARY. CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, WHERE EVER APPLICABLE. FF ELEV. FIRST FLOOR ELEVATION TEMP CL. TEMPERED 5LA55 U BROOM GLEAN. OR THE MANUFACTURER'S CODE EVALUATION REPORT. LJJ I'1. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 6-003. 15. THE CONTRACTOR SHALL CARRY HOR:KMAN'S COMPENSATION AND GENERAL Ib. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL 19. UNLE55 OTHERWISE INDICATED, ALL FOUNDATION FOOTIN05 ARE TO BE A F.J. FLOOR JOISTS THK�11 . THICK = J MIN. 10" DEEP PROJEGTIN6 6" ON EACH SIDE OF THE FOUNDATION WALL. U J LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES 15. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. MEET THE PROVISIONS OF A5TM 036 SPECIFICATION FOR GYPSUM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK FOUND. FOUNDATION T.O.W. TOP OF WALL AND ORDINANCES. GENERALLY, SEPARATE DOUBLE J015T THE THICKNESS OF WALL ABOVE. SUB WALLBOARD, ASTM 05.7 SPECIFICATION FOR GYPSUM LATH, OR ASTM T9 CONCRETE 5LA55 TO HAVE 6x6 10/10 WELDED WIRE REINFORGIN&. Q FLOOR SHALL NEVER EXCEED A Ib" SPAN. SPECIFICATION FOR GYPSUM 5HEATHIN6 BOARD. � I6. THE CONTRACTOR SHOULD FULLY GUARANTEE HI5 WORK AND THE WORK OF FRGS FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD Q THE SUB-00NTRACTOR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER 19. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING L-i. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED A5 IN SOLID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. Ib" WIDE x 8" FR. FRAME TYP. TYPICAL COMPLETION OF PROJECT. AS PER PAGE G-003. MEET THE PROVISIONS OF ANSI/AHA A135.4 BA51C HARDBOARD OF DEEP 4 3'-0" BELOW GRADE. - AN51/AHA AL35.6 HARDBOARD 51DIN&. FRPR. FIREPROOF U.O.N. UNLE55 OTHERWISE NOTED 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, 20. "P.T." SPECIFIES PRESSURE PRE5ERVATIVELY TREATED LUMBER IN ARGHITEOVENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND ACCORDANCE w/ AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD I.8 STRUCTURAL PANELS: FTG. FOOTING VERT � VERTICAL y A6AIN5T ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER . M ATTORNEYS FEES AR151N6 OUT OF OR REE5ULTIN& FROM THE PERFORMANCE OF METAL BY REPEATED BRUSHING, DIPPING, OR 5OAKIN6 UNTIL THE WOOD 1.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE 15 ATTRIBUTABLE TO BODILY INJURY, 51GKNE55, DISEASE OR DEATH OR TO CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER VOLUNTARY PRODUCT STANDARD 1 (P5 1) CONSTRUCTION AND INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK MANUFACTURER SUCH AS: HAN&ER5, NAILS, SCREWS,FLASHING, ANCHOR BOLTS, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY II H•D. HOLD DOWN W/ WITH ITSELF INCLUDING THE L055 OR USE RE5ULTIN5 THEREFROM). (B) 15 CAUSED IN ETC. FOR LOCATIONS SUCH A5: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, PRODUCT STANDARD 2 (PS2) PERFORMANCE STANDARD FOR WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OM155ION OF THE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE GORE HDR HEADER WD. WOOD CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY EVALUATION REPORTS. HNOR HANGER ZR ZONING RESOLUTION EMPLOYED BY ANY OF THEM, OR ANYONE FOR HH05E ACTS ANY OF THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: BE LIABLE REOARDLE55 OF WHETHER OR NOT IT 15 CAUSED IN PART BY A A. TRU55 JOI5T McMILLIAN 1.9E MIGROLAM 1.8.2. ORIENTED-STRAND BOARD (055), HAFERBOARD ORIENTED-STRAND 57RUG7URAL DE51 O N LOADS HOR. HORIZONTAL PARTY INDEMNIFIED HEREUNDER. B. GEORGIA PACIFIC 2.OE 6-P LAM BOARD OR HAFERBOARD USED IN STRUCTURAL IONS SHALL MEET PSL (PARALLEL STRAND LUMBER) DENOTES: THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY 18. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INOLUDIN6 A. TRUSS JOIST McMILLIAN 2.OE PARALLAM PRODUCT STANDARD 2 (152) PERFORMANCE VOLUNTARY PRODUCT BUT NOT LIMITED TO FORM-WORK, BLOCK.-WORK, FRAMING, NAILING, PLACING ALL TO BE INSTALLED AS PER MANU. SPEO.'s STANDARD FOR WOOD-BA5EID STRUCTURAL- USE PANELS OR USE LIVE LOAD DEAD LOAD OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR APPLICABLE CODE EVALUATION REPORTS. TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD EXTERIOR BALCONIES 40sf 15 sf TABLE R501.1 APPLICABLE 000:5 AND GOOD PRACTICE. DEVIATIONS FROM THE DRAHIN65 FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL p p AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S APPLICATIONS SHALL CONFORM TO AN51 A208.1 AND ANY ALLOWABLE DEFLECTION OF 5TRUGTURAL MEMBER5 AUTHORIZATION OF THE ARGHITEOT/EN&IINEER. CODE EVALUATION REPORT. REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE DECKS 40 psf 15 psf EVALUATION REPORT. 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWING5 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF 50LID SAWN RAFTERS SHALL PASSANGER VEHICLE 6ARAOE5 50sf AS PER PLAN ALLOWABLE CLIMATIC 4 GEOGRAPHIC DESIGN CRITERIA NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMEN51ON5 AND CONDITIONS NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS p 5TRUGTURAL MEMBER PERTAINING ARE TO BE FIELD VERIFIED. OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-51XTH OF THE ACTUAL SHALL MEET THE PROVISIONS OF ANSI/AHA A194J CELLULOSIC DEFLECTION RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT FIBERBOARD OR A5TM 0208 STANDARD SPECIFICATION FOR ATTICS WITHOUT 5TORA6E(M,NX CLEAR HOT t 42"9 ID psf 15 psf GROUND 5NOH LOAD 25 LB5 20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL EXISTING WORK EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED CELLULOSIC FIBER INSULATING BOARD. RAFT'ER5 HAVING SLOPES GREATER THEN 3/12 WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER D'_r rH AND THE EDGE OF THE L/IBC HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO T:Cz TOP OR BOTTOM EDGES. ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf W/ NO FINISHED CEILING ATTACHED TO RAFTERS BASIC WIND SPEED 130 MPH 1.8.5. 5TRUGTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. SPECIFICATIONS, UNLESS NOTED OTHERWISE. 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I ROOMS OTHER THAN 5LEEFiN& ROOMS 40 psf 15 psf INTERIOR WALL5 4 PARTITIONS H1160 EXPOSURE CATEGORY B MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THISD5 OF (P5- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL 22. PROVIDE FIREBLOGKIN& AS PER NEW YORK ACCESSIBILITY STANDARDS. THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED HOLES SHALL NOT EXCEED 40% OF THE ACTUAL 571JD DEPTH AND THE EDGE REQUIREMENTS p SI REQUIREMENTS A5 SET FORTH IN APPLICABLE CODE EVALUATION SLEEPING ROOMS 30 psf 15 psf FLOORS 4 PLASTERED CEILINGS L/360 SEISMIC DEVON CATEGORY B 23. 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. REPORTS. UNAUTHORIZED USE UNDER FEDERAL LAL^1 BY THE ASGHITECTURAL HORK5 NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. 2.2• FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTOR5 SHALL STAIRS 40 psf 15 psf ALL OTHER STRUCTURAL MEMBERS L/240 WEATHERING SEVERE: COPYRIGHT PROTECTION ACT OF 1990 (AWGPA), WHICH HAS SEVERE PENALTIES. 2 CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2. .'1. 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM 15 USED. THE GUARDRAILS AND HANDRAILS 200 psf 15 psf EXTERIOR WALLS H/ PLASTER OR STU000 FINISH H/360 FR05T LINE DEPTH CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, 2,2,1. BOLTS: BOLTS SHALL COMPLY WITH AN5I/A5ME B 18.2.1 SQUARE AND CODES AND REFERENCE STANDARD: NOTES, AND TABLES ON PAGE 0-003 4 6-004. THE FASTENING SCHEDULE HEX BOLTS AND SCREWS (INCH SERIES). I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK SPECIFIES THE REOV NAILING FOR THE SHEATHING(ANY NAILING 12 of FOR ATTIC EXTERIOR HALL5 - WIND LOADS W/ BRITTLE FIN15HE5 L/240 TERMITE MODERATE TO HEAVY H STATE BUILDING GORE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING ROOF LOADING (LIVE = GROUD 5NOW LOAD) 25 psf p SCHEDULE). HOEDOWNS OPERATE IN GONJUNGTION WITH THE PERFORATED 2.2.2• LAO SCREWS: LAO SCREWS OR LAO BOLTS SHALL COMPLY WITH ANSI/ I' 15 psf FOR OATH. Z NEW YORK STATE PROPERTY MAINTENANCE GODS, AND 2020 NEW YORK w STATE ENERGY CONSERVATION CONSTRUCTION CODE. 5HEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. 5IFEC.'s). ASME BI8.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). EXTERIOR HALLS - WIND LOADS H/ FLEXIBLE FIN15HEB L/120 ICE BARRIER REQUIRED YES 2. REFERENCE STANDARD USED FOR ALL. WOOD FRAMING, CONNECTIONS OF HOEDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. 2.2.3. TRU55 METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES * WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME SHALL MEET THE REQUIREMENTS OF AN5V7Fl I NATIONAL DESIGN ALL STRUCTURAL DESIGN CONSIDERATIONS ARE N CONFORMANCE WITH CONSTRUCTION MANUAL BY THE AMERICAN FOREST 4 PAPER ASSOCIATION 26. COLUMN BEARING AS FOLLOWS: STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION, ASCE 7-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) U (AF4PA) AMERICAN WOOD COUNCIL (AWG). WOOD POSTING TO BE BLOCKED SOLID TO FOUND.WALL w/END GRAIN, THE GOVERNING BUILDING GODS, AND ANY ADDITIONAL REQUIREMENTS TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. A5 SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE HALL w/ STEEL SHIMS 4 A MIN. 3/4" OF NON-SHRINK GROUT. PLUMBING CODE. SECURE w/(2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING 51ZE AND EXIST. WALLS 4 12" LONG HOOKED BOLTS ® NEW FOUND. HALLS). FOR ANY GAGE ARE SPECIFIED,MINIMUM ASTM A653, 5TRUGTURAL QUALITY, 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. I6" GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL Q MECHANICAL CODE AND 2020 NEW YORK STATE FUEL GAS CODE. WIDE 3 COURSES OF SOLID BRICK MA50NRY CENTERED ® POSTING, U.O.N.). MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY HOWEVER, WHEN COLUMN OR P05TIN& 15 PART OF THE LOAD PATH FOR USE ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S 100NNE0710N A 1 A I I I I (5 /;RI E) 5. ALL ELECTRICAL WORK SHALL CONFORM TO 201-1 NATIONAL ELECTRIC IN A 5HEARHALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ GORE EVALUATION REPORTS. ' `� Jm. �/ �./ CODE, NFPA -70 AND 2020 NEW YORK STATE ENERGY CONSERVATION STANDARD 5HEARHALL HARDWARE (w/ NOTED VALUES) 4 ANCHOR BOLTS, PROJECT: CONSTRUCTION CODE. U.O.N. WITH TOP GAPS 0 STEEL COLUMNS TO BE MIN.Ya" BENT PLATE 8" LONG 2.2.5• NAILS: NAILS SHALL COMPLY WITH A57M F 166-1 STANDARD ° w/6" RI5E 4 w/(2) s/4"(P BOLTS THROUGH CENTER LINE OF VERTICAL LEGS SPECIFICATION FOR DRIVEN FASTENERS: NAILS, 5PIKE5, AND STAPLES. I.DIM's ARE ALL MIN.#'s BASED ON USE OF ONLY A Ibd KAREN SET b" DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE .6 G-003. 2.2 . PNEUMATIC COMMON NAIL w/o PREBORED HOLES.NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES 2" GENERAL HID PROTECTION CONNECTION NOTES: AT RAFTER TO RIDGE 2.WOOD 15 ASSUMED TO BE or,#2 4 BTR. IN DRY USE SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL ASPHALT ROOFING SHINGLES R.R. 2" iv SERVICE I. ALL SLOPED ROOFING 5HIN&LE5 SHALL BE GAF-GLA55-A ASPHALT ROOFING AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE CONNECTION: GARAGE CONSTRUCTION;55TD 10-99 AND 2018 SBC HIGH HIND EDITION WOOD FRAME SHINGLES OR APPROVED EQUAL. MANUFACTURER'S CODE EVALUATION REPORTS. 5.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL CONSTRUCTION (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL I. A CONTINUOUS LOAD PATH BETWEEN FOOTIN65, FOUNDATION WALLS, 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLE55 OTHERWISE 2.2•'1. SCREWS: 5CREH5 SHALL COMPLY WITH ANSI/A5ME B 18.6.1 FOR STRAP - 3 8 d COMMON • . ' • • • • • ;� HOLES,SET NEW MEMBER. FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-HEATHER-WATCH ICE HOODSCREW5 (INCH SERIES). NAILS ® EA. END OF STRAP. • • • / ,• • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOYVED ICES NOT AND HATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR HALL7/ • • 350 RICHMOND ROAD E 2 INCLUDEDINTHENSTANDARD BUILD NG COPE, SECTION 2AND OTHER 806 ONO F IBC SHALL LINE. 4 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. GLA55 WINDOWS AND DOORS FOR ROOF SLOPES UNDER 5:12 HITHC,.Jl G.TIES 2° • • 5.SEE SECTION b FOR ANY REQ'T TO CLINCH THE NAILS(TO TIGHTLY BOND THE END OF THE NAIL TO A cIO° ANGLE,SEE BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. B. PROVIDE FLASHING NECESSARY FDR HATER TIGHT AND WEATHERPROOF I. ALL GLA55 TO BE INSULATED LOW-E,UNLESS OTHERWISE SPECIFIED. ROOF SPANS OF 24 OR C�RE.ATER,USE 4 8 d COMMON NAILS a GRAPHIC BELOW( SOUTHOLD, NY 11971 CONSTRUCTION. 2. GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER iv _ 3. METAL PLATES, CONNECTORS, SGREL'd5, BOLTS AND NAILS EXPOSED EA. END OF STRAP FOR ROOF b.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY DIRECTLY TO THE HEATHER OR SUBJECT TO SALT CORROSION IN COASTAL CLEARANCES ARE PROVIDED. SLOPES of 5:12 AND GREATERPLACEMENT OF NAILS d SPIKES 4 TABLE SECTIO - AREAS SHALL BE 5TAINLE55 STEEL OR HOT DIPPED GALVANIZED. 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURERS . CR 4-1. 12.4 DRAWING TITLE: SPECIFICATIONS. 3. ALL SLIDING GLA55 DOORS, 5KYLI5HTS, AND ANY GLASS UNIT INSTALLED 4. WHERE WINDOWS AND DOORS INTERRUPT HOOD STRUCTURAL PANEL WITHIN 18" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED CLASS, GENERAL NOTES SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE 5. NAILING OF ROOFING SHALL BE TO CODE. UNLESS OTHERWISE NOTED. CONNECTION B PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS AT RAFTER TO TOP PLATE TO STUD ENERGY TABLE AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. b. CORROSION RESISTANT II GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH GONNEGTION: 1ERMITTED MANUFACTURER'S SPECIFICATIONS. !► STRUCTURAL DESIGN CHARTS 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING RAFTERS EXCEPT WHERE COLLAR TIES OF I"xb" OR 2"x4" LUMBER 15 "i. PROVIDE (2) LAYERS OF I5# ASPHALT BUILDING FELT UNDERLAYMENT FOR 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE ° ° ° FOR STRAP - 3 8 d COMMON NAILS LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF 2:12 PITCHES TO 4:12 PITCHES ENERGY CONSERVATION CONSTRUCTION GORE. • • EA. END OF STRAP: RAFTERS. . . ., sm WHEN IN TOWN OF ISLIP OR NAILING 8. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF 6. PROVIDE FLASHING PANS UNDER ALL SLIDING GLASS DOORS, WINDOWS, OR NOTE GEOMETRY EXCEEDS THAT PERMITTED IN PAGE: 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. THE SEALANT TO UPLIFT FORGES U51NO ASTM D 6381. ANY OTHER TYPE OF GLA55 UNIT WHEN WITHIN b' OF AN EXTERIOR SURFACE. _ 81 • • MAX. NAILING GRID ABOVE UTILIZE i. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL I 51MP50N # H2A (OR EQUAL) RAFTER TIE -1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY 16" WITHIN 4' OF EXTERIOR CORNERS, GYPSUM WALL I30ARD SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. G-002m00 I. GYPSUM HALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT FOR TOENAILING - 3 8 d COMMON NAILS B 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED COMPOUND METHOD. 8. ALL GLA55 15 TO BE FREE OF 50RATGHE5 AND IMPERFECTIONS. &LASS USE SAME • SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. • TO THE FOUNDATION WITH ANCHOR BOLT5 HAVING A MIN. BOLT DIAMETER CONNECTION 2 ALL GYPSUM BOARD SHALL BE I/2 ON WALLS AND CEILING, UNLE55 FOR G.J. TO R.R. - q 16 d COMMON NAILS OF AND 3 x3'x WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE REQUIREMENTS FOR PROVIDED WITHIN " TO 12 INCHES OF EACH END A EACH PLATE. ANCHOR OTHERWISE NOTED. WATER RESISTANT (H.R.) AT BATHROOMS AND WHERE 9. ALL WINMOH5 TO BE ANDERSEN. IF CONTRACTOR I5 TO SUBSTITUTE WITH RAISED O.J.'s (WHEN BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7" IN GONGR ATE.ANCHO DEEMED APPLICABLE. ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE APPLICABLE) FOR EA. PLATE TO STUD ABOVE 4 OR BELOW DATE: 03/02/22 CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH _ _I6_d COMMON NAILS 2 OF 5 FOUNDATIONS. ANCHOR BOLTS SHALL_ BE LOCATED WITHIN 12" OR CORNERS 3. 5/8 X' GYPSUM BOARD ON CEILING AND WALLS THE CHARACTERISTICS OF THE ANDERSEN WINDOW 5PECIFIED. THE AND AT SPACING NOT EXCEEDING 4' ON CENTER. , ONE HOUR RATED, TYPE CHARACTERISTICS ARE AS FOLLOW5, BUT NOT LIMITED TO: DESIGN PRESSURE, (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET G, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS ELECTRICAL: IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING REQUIREMENTS.ROUGH 01ENININ GONNEGTI ON G I. ALL NEHLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL TO 2011 NATIONAL ELECTRIC CODE, NFPA -10 AND 2020 NEW YORK STATE CONORETE PANELS OF 5/8" THICKNESS MINIMUM. 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BEN�_ r. ENERGY CONSERVATION CONSTRUCTION COME. TEMPERED GLA55. + ������`� y.r 4. FINISH JOINTS, J-SEARS, NAIL DIMPLES, CORNERS,AND EDGE5 SHALL BE • '• l `.' 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS If. EXTERIOR GLAZING SHALL BE PROTECTED FROM HINDBORNE DEBRIS. - COMPLETION OF HORK. TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE AT STUD TO FLOOR ASSEMBLY TO SILL 0 ? MISSILE TEST OF A5TM E1996 AND ASTM E1886 AS MODIFIED BY 2020 NYS BGa PLATE(5) CONNECTION z Vit" 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA?2: 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET a SLAB ON GRADE APPLICATION: IL - GENERALLY, VERIFY OR PROVIDE HARD WIRED ALL OPENINGS. THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR SMOKE DETECTORS w/BATTERY BACK-UP IN: a . FASTEN YPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE G-003. FOR STRAP - 8 d COMMON NAILS ® EA. 6GAN51/DA5MA 115. { A. EACH SLEEPING ROOM 12. AS AN ALTERNATIVE TO NOTE #11 ABOVE, HOOD STRUCTURAL PANELS WITH ° do END OF STRAP (WRAP STRAP UNDER SILL PL) �`~�"*�` A THICKNESS OF NOT LESS THAN a" AND A SPAN OF NOT MORE THAN 8' SHALL a° a°°. 1° 4 B. OUTSIDE OF EACH SEPARATE 51-EFBE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND __"``� ° FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - AREA IN THE IMMEDIATE VICINITY OF ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE �� 2 _16_ d COMMON NAILS THE BEDROOMS (GENERALLY THE ('HALLWAY) _ _ PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS G. EVERY LEVEL OF DWELLING PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE ** -- " �i (BASMENT, FIRST FLOOR, 4 SECOND FLOOR,ETC.) 8301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT ALL STRAPPING TO BE IY4"x 20 GAUGE SIMPSON EQUIVALENT - G520 (COILED STRAP) CORRO5ION-RE515TANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED ON THE BUILDING. -us FIOd NAILS IF STRAPPING IS OVER PLYWOOD; TYP. FOR ALL OEI `FERAL 5 I I IE3OL. <E""r : 4 I 2� 4 Q _ EXISTING TO BE DEMOLISHED � NEW PARTIAL HEIGHT - _ _ - - - - - - - - - - - - - - - WOOD FRAME (L.G. 5TL. I O Z O WHEN APPL I GABLE) _jTq EXISTING TO REMAIN J `. F- r-I NEW FOUNDATION WALL I I Q W NEW WOOD FRAME (L.G. }- STL. WHEN APPLICABLE) I I •. I Z NEW I-HR FIRE RATED MIN. (2) 2"x4" 5TRUCTURALV I O z WOOD FRAME (L.G. 5TL.. P05T FOR 4" WALLS Y I I _ WHEN APPLICABLE) (MIN. (2) 2"xbIS " STRUCTURAL I J F- J POST FOR 6" WALL5), U.O.N. I I I O Q NEW 2-HR FIRE RATED I I ` O O O WOOD FRAME (L.G. STL_. I I I I a Lo cr WHEN APPLICABLE) I I I �• }� = o FOUNDATION PLAN NOTES FLOOR PLAN NOTES I I I I I 1 Z TYPICAL P. GONG. FOOTING WALL GONSTRUGTICN: DOOR NOTE: m I NEW SLAB N I m Q J ON GRADE :;t _ Q� O • (2) 2"xb" P.T. SILL PLATES w/ COPPER TERMITE SHIELD O I. INSTALL NEW INTERIOR DOORS WHEN GALLED I I > Q 4 SILL SEAL OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). • ANCHOR BOLTS AS PER PAGE 6-003 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED I I Z O Tj O • P. GONG. FOUND. WALL AS PER DETAIL UPON OUT ON PLANS BY 'THERMATRU' (OR EQUAL). 5 I 3 I J Q • P. GONG. FOOTING AS PER DETAIL 3.DOOR TYPE TO SELECT • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR 4.INSTALL AS PER MANU 5PEG.'sI I >: • B.O. FOOTING 3'-0" BELOW GRADE MIN. 3.PROVIDE (2) 2"x8" HDR., U.O.N. I I = Z N • 1/2" EXPAN510N JOINT ® PERIMETER OF SLAB (WHEN 4.5EE PAGE 6-003 FOR ALL OTHER FRAMING � J , APPLICABLE) ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. I ., I w w • AIR ENTRAIN P. GONG. FOR PORCHES / PATIOS / Lo w- STOOPS (WHEN APPLICABLE) WINDOW NOTE: • MASON TO ACCOUNT FOR FINISH .STONE ON THIN SET O I. ALL NEW WINDOWS 8 DOORS SHALL BE ANDERSEN I ~ FOR HE16HT OF WALL B SLAB (WHEN APPLICABLE) CASEMENT, DOUBLEHUN6, OR GLIDING (AS NOTED); INSTALL AS PER MANU. SPEC.'S. FOR I O J O 5U55TITUTION5, 5EE NOTE #1 IN "6LA55 WINDOWS O I6"x8" DEEP P. GONG. CONTINUOUS FOOTING AND DOORS" ON PAGE 6-002 IF CASEMENT 2 AS PER NOTED DETAIL (TYP) WINDOWS - ALL GSMNT WNDW5 SHALL HAVE I I I ILLJ STRAIGHT ARM HINGE WHEN 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE NEW 4" THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. TILT WASH O3 REINFORCEMENT AS PER DETAIL 3.ALL 6LAZIN5 WITHIN W' OF FF TO BE TEMP.GL. I I I- 4.SEE PACE 0-003 FOR FRAMING ELEMENTS AROUND uj WINDOWS (TYP. FOR ALL) U.O.N. OHOEDOWN: EGRESS NOTE: - - - - - - - - - - - - - - - - U= J 4 HOLDOWN 'D' A5 PER PAGE 6-003 IN COMPLIANCE WITH NEW YORK STATE BUILDING 4 4 V J CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF Q EGRE55 SHALL BE FOLLOWED: OFREEZE PROOF HOSE BIB: A yu � PLAN FASTENED w/MASONRY ANCHORS (PRECISE NET CLEAR OFFNINO........... 5.7 S.F. FROPOSED FOUN1�f'�t7I OInt � .77 LOCATION T.B.D. IN FIELD - CONSULT w/ OWNER) NET CLEAR HEIGHT............... 24" MINIMUM -..4 NET CLEAR WIDTH................. 20" MINIMUM SCALE: I/4" = 1'-0" ELECTRICAL PANEL: POURED CONCRETE AND STEEL REINFORCEMENT NOTES: O3 NEW 100 AMP ELECTRICAL PANEL LOCATION;ALL G INSTALLATION AS PER NY5 ELECTRICAL CODE :•; * .,,',' r :. "^ I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND NEW ATTIC, ACCESS - PULL DOWN STAIR: 20 21'-0" DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTIN65 O I. MIN. 350 # CAPACITY -1 d 2. IF WATER ENCOUNTERED DURING POURING OF GONG.,EXCAVATION 2.51ZE TO FIT MECH. EQUIP. THROUGH OPENING(MIN. I r r l SHALL BE DEWATERED. THE POUR SITE SHALL REMAIN DRY FOR 22"x30") ENTIRETY OF POUR CONTACT ARCHITECT WHEN WATER 5.DBL. FRAMING WHEN NEW OPENING W ' 4.INSTALL AS PER MANU. 5PEG.s - L - r r ENCOUNTERED DBL. GJ >✓ 5. CONSULT H.O. FOR PRECISE LOCATION OF AOCE55 - 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS 1 4. ALL FOUNDATION WORK SHALL BE 4,000 P51 POURED CONCRETE AT O NEW 4"x3" ALUM. DOWNSPOUT (TYR) � A 2 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 315 CODE _ C) e 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED O GUTTER HIGH POINT (TYP) r 2 CARBON STEEL ASTMA615 GRADE 60. MM FOR SLABS DO NOT NEED TO BE EPDXY COATED _ �p -Ic NEW 2 GAR J NEW 4" THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. `f= 1 d N GARAGE A 4 6. U.O.N., REBAR LAPS SHALL BE A MIN. Of' 40 DIAMETERS. ALL LAPS O REINFORCEMENT A5 PER DETAIL _I I 0 fl 4b3 S.P. u 1 SHALL BE STAGGERED A-301 _ -_._._...__._...... _._....." _..._......._..........._._..._-- -- _.-- --____-- - - -- _..__.._._..�. ... '7. PROVIDE MECHANICAL DEVICES TO HOLD STEEL d HARDWARE IN - ' I�d - PLACE AT TIME OF POURING 4 MAINTAIN REQUIRED CLEARANCES, m A COVERAGES, AND PLUM15NE55 ' 2 R DBL. GJ BELOW P05T ABOVE N ' b. GEMENT SHALL CONFORM TO A5TM 0-33 FOSTANDARD WEIGHT x N A � 1 T N CONCRETE NEW 2"XIO" *U ® Ib" O.G. CONCETE - GOLD WEATHER POURING $ CONCRETE MIXTURE r' - - I6-0"W X e,'-O"H 6ARAOE DOOR 2 1 I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF A CONCRETE IN TEMPERATURES UNDER 45" F IF THAT TEMPERATURE 7F 7 -k 37405 v IN HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE ;r' A 2. SPECIFICITY OF CONCRETE DEVON MIX SHALL BE BY OTHERS 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL �Q N 1 01 I / \ I ~ CONFORM TO AGI 306. Z 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / 3 5URFAGE5. FROZEN GROUND MAY BE REMOVED OR HEATED TO I'. TEMPERATURES WITHIN 10° F OF CONGRI°TE. = - U 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. �i ' REMOVE AS REOV. N CC m / NEW (2) I.-f5"x11.8'T5" LVL HDR \ 6. THE USE OF HEAT BLANKETS OR ELECTR BLANKETS ARE Lii PERMITTED WHEN NECESSARY. 3'-�2" I6'-0" "T. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33" F OR HIGHER AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. - _ - 22'-3" i�ROFOSEI7 F I RST FLOOR FLAN - �'` - 8. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. � IS'-O" � PROJECT: q PERMITTEDNON-CHLORITo BE ADDED TOIVE GONGRETEMIXTURE AS PER AGI 306 O S.F. HAE317AELE SFAC E; 485 S.F. GROSS AFF-NT ADMIXTURES ARE SCALE: I/4" = I'-O" KAREN (ASTM G4a4/G494M,TYPES G AND E). 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT GROSS SECTIONAL GARAGE AREAS 77 EXCEED ONE SC�UARE INCH. 11. ONCE CONCRETE IS PLACED. CONCRETE SHALL NOT BE EXPOSED 2 NEW (2) 2"x5" HDR TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS 5 A (POST TO RIDGE ABOVE I 5 REACHED A COMPRESSIVE 5TRENOTH OF 800 PSI. � �. . - � I 350 RICHMOND ROAD E 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506 � I SOUTHOLD, NY 11971 ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL A5 PER MANU. 5PEG.'s. SEE PAGE "G-003" FOR NAILING STRAPPING DETAILS. I `% I DRAWING TITLE: **5EE DOOR SCHEDULE FOR ALL GLA55 DOORS FROM SAME MANUFACTURER** mmmo \... . \ .\ \ _... . ..�... .�\\\... ..\ .. \..... ..... . ... \\. ...� .�. � PROPOSED FIRST FLOOR\.AN' �\.\. ......:....�... ,\\�,,.;,....,�,,.,�. PLAN PROPOSED ROOF PLAN .. CLEAR t �E PL" \ WINDOW DIMEN51ON TAG TYPE MODEL "` \\:`. OPENING # so` \ \'. WIDTH REOV: 20" TEMPERED a: \. .,•.......... HEIGHT REOV:24" �tH f WIDTH HEIGHT OPEN REC�'D: 5."I S.F. I O Q DBL. POST TO RIDGE PAGE: A DOUBLE-HUNG � TW210310 "�� ,�G7 t} \ =4-�?' �. :2'-11 4'-0'�\, a:12 8:12 DOUBLE-HUNG TW21032 °° J w u u n " " A-101000 \' \. " \O'i.. NEW 2 XS NEW 2 XS \\\... .. .. .. .\. ....�. .. . .�... �......... . .... ... . .\\... .� � R.R. ® Ib O.G. R.R. ® Ib O.C.E \ �. ,�. lo DATE: 03/02/22 3 OF 5 DOOR .'MA :1;AL \'' < I TAG DESCRIPTION MANUFACTURER :"<• y" ';.I FIRE NOTES \, RATING WIDTH HEIGHT ° I\j \\\: 45 MIN. RATED SELF-CLOSING I RSD ON Nuc:. NN \ \ .\\ \ tr , ''" ��. GJ / OI SINGLE SWING THERMA-TRU 2'-b" '' \ , --IFHALF-GLASS I 7 NEW (2) "x8" HDR Q Q r a, 1', C;� -� P05T TO IDOE ABOVE I * k t r FROFOSE17 ROOF FRAMING PLAN SCALE: 1/4" = I'-O" ELEVATION NOTF-5 Q U ONEW ROOFING: W I. SEE NOTE ® SECTION 2. ROOFING TO BE SELECTED BY H.O.;COLOR d STYLE W = N vi 511, 'GAF' (OR EQUAL) (MIN 50 YR. WARRANTY) Q j W }- OPROVIDE CONCEALED FLASHING AT ALL ROOF INTERFACES. z O z ONEW SIDING J = �- 3 SEE NOTE ® SECTION -J NEW NINDON(S) I DOOR(S) � O O4 AS PER PLAN a LO w O NEW 5/4"x4" 'AZEK' (OR EQ.) WINDOW/DOOR CASING: PROVIDE AT ALL NEW WINDOWS/DOORS (TYP) O = Q 6 NEW 5/4"xb" 'AZEK' (OR EQ.) FASO%IA:O LU 12 ---------------------- z LU PROVIDE AT ALL NEW FASCIAS (TYP.) PROPOSED RIDGE HEIGHT Z J J 00 O O NEW 5/4"x10" 'AZEK' (OR EQ.) SOFFIT: PROVIDE AT ALL NEW SOFFITS (TYPJ 12 J 1 vq 5 Z N 4 V- WCfl fill IF it fill fill [ BOI It IT It 11111 LO 1111 111111 111111 11 I 2 6lifil 11111111 'r'IJO I 2 I'd I 111 Hill 111111 111111 111111 111 11 IIITI1 11 TTT1-TITTTI 12 PROPOSED RIDGE HEIGHT 4 --—-—-— -U-.) ELEV. +q.2' 6 F 5 4 .� Lu r7 Fr U III JAI 11 ifil 111111 111 L W 3 0. 11-- 1111 � 5 5 5 ■ ■ ■ ■ O ■ ■ ■ � _ O O O ��1-- � OI o o J It IT It it IT 1:1 ID 1:1 El 11 El El El +itu z� F.F. El El El IF] ■ [D El [I BASELINE ELEV. +O.O' _. NEST ELEVATION (LEFT 51 C)E) NORTH ELEVATION (FRONT) SCALE: 1/4" = I'-O" 5(1 1/4" = P-O" z w O U til H Q D 2 PROJECT: KAREN 11 IT 12 GARAGE 5 350 RICHMOND ROAD E 0 4 SOUTHOLD, NY 11971 6111111 11 IT 11 11 IT 11 1 12 l 12 DRAWING TITLE: 4 It It IT 11 111111 111111 11 IT'-"*�'l 11 1 11 IT 11 1111 It 111111 1 TTT1 111111 111111 11 111 1 1 It IT It I I I 111 11 1111 11 11111 1 IM I I h11L4 5 6 PROPOSED EXTERIOR ELEVATIONS J fill il IIITI 11 1111 111111 111111 Wit HIT 11 IIITII U. IIITI 11 H[III Hill 111111 111[111 111111 111111 IIITII 111111 111111 111111 Ill 11 Will HII IT It 11 .11 11 - 1 IIITII IIIITII -N i -w=12ITII 111111 111111 111111III N 5 Oz= 5 -1 IljTT1 jI IT[I Illp� 0 0 PAGE:11% WHM 111111 111111 11 IT 11IT 111111 111111 111111 IIITII 111111 111 #Wl In III It 1111mm HIT I HII 11 fill 11 IIH 11 HUI IIT-fi Ill I III IIITII 111111 111111 il:c I1111 Hill +1 11 11 IT 11 11 IT 111111 H IIM JITTII 711TI11 11 IT11 JIJT 11 11 IT 11 it IT 11 11 IT III A-201., 00 11 �vllllll I I'llIffio-JINII 111111 111111 1111 1 fill I IIIIII IIITII 111111 IIILUJI JIM-TIM JIM 1ITT-11-fl-fl 11 [1[111. T1 IT 11 11 IT 11 11[111 111111 1I .T F.F. F.F. DATE: 03/02/22 4 OF 5 5OUTH ELE\/ATION (REAR) EAST ELEVATION (RIOHT 51DE) SOALE: 1/4 - 1'-011 SCALE: 1/4 P-01- ��FL-D A&���, [9 p� 0 G '9j� �3'�411����..:• 0F hl i BUILDING SECTION NOTES d 0 ONEW ROOFING NOTE (T`r'P): 1 I. INSTALL NEW METAL ROOFING (MATCH EXIST. HOUSE) 2.INSTALL ICE AND WATER SHIELD D FROM FASCIA UP TO J 24" FROM IN51DE FACE OF STUD WALL AND AT VALLEYS W � OVER Q W >- 5.INSTALL 15 # BUILDING FELT (U.O.N) OVER GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) 1— Z4.1/2" 5. GAP SHINGLE OVER RIDGE d HIPS (AS REOV) O 6.PROVIDE RIDGE VENT (AS REOV) T. FLASH ALL VALLEYS Z I— J 8.INSTALL DRIP EDGE AS REQ'D Li'l Q. INSTALL ALL AS PER MANU. SPEG.'s 0) O O TYPICAL ROOF & CEILINO CONSTRUCTION: CL 3 U-) ir O • NEW ROOFING AS NOTED m • 1/2" GDX PLYWD SHEATHING (BLOGF:ING ® ALL Z PLYWD SEAMS) O • R.R., G.J., d G.T. A5 NOTED ON PLA145 (® 5PAN5 = Q OVER V INSTALL "X" BRIDGING ® CENTER OF SPAN,U.O.N.) Z Q W A 'J oo OTYPICAL EXTERIOR WALL CONSTRUCTION (TYP.): - ---- -O° RIDGE A5 PER PLAN J • UPON "TYVEK" HOUSE WRAP (OR EQUAL) PROPOSED RIDGE HEIGHT Z 0) CD • UPON 1/2" GDX PLYND. 5HEATHING (BLOCKING ® ELEV. +1'1."7' 1 J1-4rq ALL PLYND SEAM5) Z 0 2 " • x6" STUDS ® 16" O.G. w/DBL. TOP PLATE _ • 5/8" GYPSUM BD. WALL FIN15H ri :fl NEW 51DINO NOTE (TVP.): I 2 Qyp� V7It LO X � O I. INSTALL NEW CEDAR SHAKE 51DIN6 0e�� LO r Lo K" 2."TYVEHOUSE NRAP (OR EQUAL) 5.INSTALL ALL AS PER MANU. SPEC.'S 4.PROVIDE ALL NECESSARY TRIM FOR F� _Q A<�'� O O PROPER INSTALLATION 5. 51DINO SHALL EXTEND TO TOP OF N FOUNDATION HALL 'Y -00 G.J. AS PER PLAN W Y - N W ~ V NEW 2 GAR _ GARAGE Q J Y Y 483 S.F. 6 2 Q Q w J T 2 F BASELINE .. :.. ELEV. +0.0' I I NEN 4" THK. REINFORCED P. GONG. 5LA5 I I I A-301 SECT 1 ON I -I/A-501 SCALE: 1/4" = I'-O" z w O U W W H 6X6-10X10 W.W.M. a 0 BETWEEN CENTER UPPER � OF SLAB ALUMINUM FLASHING PROJECT: SECURED IN PLACE DURING POUR TYP. ROOF/ROOFING 2"X6" LEDGER (2) 2"x&" P.T. SILL PLATEGON5TRUGTION (SEES SECTION NOTES) KAREN PON SILL SEAL UPON 4" POURED GONG. a I COPPER TERMITE SHIELD � GARAGE 5LAB 1a 5/8" 0 HOOKED ANCHOR BOLTS C (2) 2"X8" HEADER 2��XA 2"x6" LEDGER 6 MIL POLY - 3Q" O.G. w/ 5" SQUARE WASHER s � ° I MOISTUR +I °II�� ° ENDNUT; ALSO SEE ANCHOR BOLT RETARDER a � jSECTION ON PAGE A-200 l�\l 2x4 G.J. 350 RICHMOND ROAD E X8 FASCIA BOARD SOUTHOLD NY 11971 4 GRAVEL BASE °I PITCH GRADE '51MP50N' JOIST HANGER 'SIMPSON' JOIST HANGER ° ° I UPON GLEAN ° a �I STRAPPING . . I ° DRAWING TITLE:BEADBOARD CEILING°COMPACT FILL (1) # 5 REBAR--/, ° I 8 8" THK. (MIN.) P. " x 6 " LAG BOLTS BUILDING SECTIONS CONTINUOUS a GONG. (COUNTER SINK) DESIGN DETAILS (2) GRADE BM. BLOCKING TO CATCH �� �� LAG BOLTS (I) #5 REBAR `I (5,500 P51) 4x4 CEDAR STAINED CORBEL (SCREW © 48" O.G. °a 11 ° CORBEL TOGETHER) (COUNTER SINK, WOOD III (I) #5 BENT PAGE: NOTE: FILL, SAND AND STAIN) IIII EBAR IIII 48" O.G. 1. REFER TO PACE A-200 " X 6 " LAG BOLTS FOR NA I L I NC AND IIj1 . ° ASPHALTIC z STRAPPING OF ALL (COUNTER SINK) A-301. 00 Ii DAMP m COMPONENTS IIII ° PROOFING ��11 DATE: 03/02/22 REBAR OARA E OVERHANG DETAIL 5 0 F 5 1 X11 r ONTI NUOU5 A-301.00 I SCALE: 1" = 1'-0" ° 11 60" O.G. m II - 2 #5 REBAR � _-___T � .o - � ( ) �. X �✓ n ' nom' 3" MIN MONOLITHIC SLAE3 DE7A I L X74 O A-301.00 SCALE: I" = I'-O" SITE PLAN HATCH KEY: PROP05ED BUILDING ADDITION Q l p ~ m PROPOSED ACCESSORY STRUCTURE N w ZN J = r-I PROPOSED 2ND STORYr r'I Lu � m Z I— O Z J FA5E <E� : 0 0 0 �.n m PROJECT LOCATION & SCOPE 0 m - FROFOSED 2-G�4R C ARAS E SITE PLAN &ZONING DATA p z � Q w J r J ffiQQ GENERAL NOTES 00 STRUCTURAL DESIGN CHARTS Z 0) vq STRAPPING, & NAILING DETAILS Y `� Q FR0�IEGT DATA : Q z 4 PROPOSED FOUNDATION PLAN m J cv PROPOSED FIRST FLOOR PLAN Lo m Tq PROJECT / ZONING DATA PROPOSED ROOF PLAN o Q 6 TAX MAP # 1000-135-03-09 A-201 .01 PROPOSED EXTERIOR ELEVATIONS ZONING DISTRICT R-40 NG N45 o4'1'30"N 131.15' _ LOT AREA 0.30 ACRES m O GofO - PRIVATE ONE FAMILY 26248; 12/23/1974 zz DWELLIN3 WITH ADITION —�Q ,® � BUILDING SECTIONS a W — — 18-4� — — GofO - PRE-EXIST. - DWELLING N _ 5' ACCESSORY SETBACK 22.3' N WITH GO,/ERED ENTRY 8 GONG. Z39b10; 4/20/2018 DESIGN DETAILS �- v u5 ROOF COVERED � u _ J O r GONG. PATIO r O PATIO U J � I I rn GofO - ALTERATIONS d DECK m ADDITIONS 40774; 10/16/2019 -- Q PROPOSED VARIANCE APPROVAL 7582; 2/17/2022 .,� 2-GAR GARAGE\� _ _ �y 540 S.F. cv FEMA FLOOD ZONE X N � '- LOT COV=RAGE EXIST. I STRY PROP. 22.3' - - ------ - - --- FRAME DWELLING COVERED 5 ODESCRIPTION (FOOTPRINT) AREA % LOT - PORCH COVERAGE TOTAL LOT AREA 13,054.7 S.F. �-0' — 2. - — — — — — — 55' REAR SET5AGK EXISTING BUILDING 1,196.0 S.F. 9.290 Q I EXISTING WOOD DECK 259.0 S.F. 2.0% v v v EXISTING COVERED PATIO 140.0 S.F. 1.1% 2. - - - - - - - - - - - - - - 2.0' 15.0' m � m ui w EXISTING COVERED PORCH 24.0 S.F. I 0.2% P.OP05EDo2-cGAR.C-��RP•AGE���f-�540�,,.`=r��./-��•:I ' PROPOS D COVERED PORCH 38.0 S.F. 0.5% � EXIST. 2 STRY to WOOD DECK m j — Q r FRAME DWELLING r r Q I v I TOTAL AREA OF ALL STRUCTURES 219'7.0 S.F. Irob% Q "MAXIMUM LOT COVERAGE ALLOWED - 20% O � - 22.3' 15.0' I 13.3' p COV. 55' FRONT SET5AGK PORCH ACCESSCRY STRUCTURE REQUIREMENTS EXIST. PROPOSED COMPLIES rn f- I I z w MAXIMUM HEIGHT 18' 0' 17.-1' Y 0 MINIMUM SIDE YARD 5.0' 0.0' 5.0' Y MINIMUM REAR YARD 5.0' 0.0' 5.0' Y m I MAX. SQUARE FOOTAGE 1000 S.F. O.O S.F. 540.0 S.F. Y Q 0 PROJECT: I I KAREN kill GARAGE 548'47'30"E — — — — — — — — — — — 131.15' -- 350 RICHMOND ROAD E R1 GHMOND ROAD EAST ,` � SOUTHOLD NY 11971 Pro DRAWING TITLE: PROJECT LOCATION & SCOPE ' ., SITE PLAN &ZONING DATA ,yx+.` - "I:0.*, ,+� PAGE: .^,.�i'` ,� `q` f •,. ..' ` r KhM: nb "y}•6 `s.rm"' 1 G-001mol 46 4 -.• -- _- _- � �/JAY., - - - -.. -� «.� �,M r s�r....�'t - ��..,: �' s "a °f. -.^'""'"`". ' t} �,.:t "°' a. '�:°` •; �, �;,` � DATE: 10/19/22 1 OF 5 �•'r,+I F'r, x'A' 'P t�,frr 11, ,*"'r"M �. y � ,.w � - 1 ,4 . 51TE LAYOUT NOTES: , ° I. THI5 IS AN ARCHITECT'S SITE PLAN 4 IS SUBJECT TO VERIFICATION BY A LICENSEDgED A/� SURVEYOR. THE INFORMATION REPRESENTED ON THIS SITE PLAN IS TO THE ARCHITECT'S BEST OF KNOWLEDGE. '' ..' d .<,# #. t'"s" "' m;,. ' t j° 2.SURVEY INFORMATION WAS OBTAINED .' _ FROM A SURVEY DATED JULY 31, 2014 AND PREPARED BY: ISLAND WIDE LAND SURVEYORS €` r 199 LAFAYETTE DRIVE .w ti T FLAN I SY055ET N.Y. 11791 I F SITE FLA TELEPHONE: (51(o) 496 -1522 LOGAT I ON MAP OF N� SCALE: 1" = 10'-0" SCALE: NTS �/� 0ENERAL` ERAL S�I SOL <E) : Gl)- - - I �2 4 - - - - a 0 _ EXISTING To BE DEMOLISHED NEW PARTIAL HEIGHT -'_ - - - - _ - - - - - 0 ~ 0) WOOD FRAME (L.G. STL. . . � a � � . W O WHEN APPLICABLE) Z EXISTING TO REMAIN I I , I _j Tl N NEW FOUNDATION WALLI I Q w NEW WOOD FRAME (L..G. W >: STL. WHEN APPLICABLE) I/ I I Hcn Z NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL V POST FOR 4" WALLS I I 0 H J WOOD FRAME (L.G. 5'fL. WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURALI I I Lo Y 1 WALLS),FOR b U.O.N. O NEW 2-HR FIRE RATED I I O WOOD FRAME (L.G. STL. I I I 4. Lo Ix WHEN APPLICABLE) n � ( /O2 Z d' m O FOUNDATION PLAN NOTES FLOOR PLAN NOTESI Z I I e I NEW SLAB u I I I Q J TYPICAL P. GONG. FOOTING 8 WALL CONSTRUCTION: I DOOR NOTE: N ON GRADE I N j 00 O • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD W O I. INSTALL NEINTERIOR DOORS WHEN GALLED d SILL SEAL OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). I I Z 0) (Q • ANCHOR BOLTS AS PER PAGE 6-003 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED • P. GONG. FOO FOUND.G AS PER DETAIL AS PER TAIL UPON 3.OUT ON PL S Y 'TH RMATRU' (OR EOUAL). D. FOOTING 5 I 3 I Y � • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR 4.INSTALL AS PER MAW 5PEG.'s UNDER I Q Z � • B.O. FOOTING 3'-0" BELOW GRADE MIN. 3.PROVIDE (2) 2"x5" HDR., U.O.N. COLUMN • 1/2" EXPANSION JOINT® PERIMETER OF SLAB (WHEN 4.SEE PAGE 6-003 FOR ALL OTHER FRAMINGU. J N APPLICABLE) ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 4'-b" I I w (D Lo W • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / O O STOOPS(WHEN APPLICABLE) WINDOW NOTE: I ~ _ Lf) • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET O I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN I I I I O J O FOR HEIGHT OF WALL L SLAB (WHEN APPLICABLE) CASEMENT,DOUBLEHUN6,OR GLIDING(AS NOTED); _ INSTALL AS PER MANU. 5PEG.'5. FOR O I r SUBSTITUTIONS, SEE NOTE #Q IN "GLASS WINDOWS 18"XIS"X12" in I6"xb" DEEP P. GONG. CONTINUOUS 'FOOTING AND DOORS' ON PAGE 6-002 IF CASEMENT D. FOOTING O AS PER NOTED DETAIL (TYP) WINDOWS - ALL GSMNT WNDWS SHALL HAVE COLUMN I ` I I Tui STRAIGHT ARM HINGE WHEN ui 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE NEW 4" THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. TILT WASH F 7 I I I D O3 REINFORCEMENT AS PER DETAIL 3.ALL 6LAZIN6 WITHIN Ib" OF FF TO BE TEMP. &L. � V 4.5EE PAGE 6-003 FOR FRAMING ELEMENTS AROUND I - - I w WINDOWS (TYP. FOR ALL) U.O.N. _ _HOLDOWN: EGRESS NOTE: - - - - - - - - 0 O4 HOLDOWN 'D' A5 PER PAGE 0-005; IN COMPLIANCE WITH NEW YORK STATE BUILDINGU CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF 4 22'-3" 4 FREEZE PROOF HOSE BIB: EGRESS SHALL BE FOLLOWED: Q O5 FASTENED w/ MASONRY ANCHORS (PRECISE NET CLEAR OFENINO........... 5.1 S.F. PROPOSED FOUNDATION N LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) NET CLEAR HEIGHT............... 24 MINIMUM NET CLEAR WIDTH................. 20" MINIMUM SCALE: I/4" = I'-O" ELECTRICAL PANEL: POURED CONCRETE AND STEEL REINFORCEMENT NOTES: O3 NEW 100 AMP ELECTRICAL PANEL LOCATION;ALL INSTALLATION AS PER NYS ELECTRICAL CODE I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT FOUNDATIONS BY AN ANGLE OF 45" PROJECTED OUTWARD AND DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS O NEW ATTIC, ACCESS - PULL DOWN STAIR: I. MIN. 350 # CAPACITY m d d DBL. GJ \ 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION 2.SIZE TO FIT MECH. EQUIP. THROUGH OPENING (MIN. A Ul SHALL BE DEWATERED. THE POUR SITE SHALL REMAIN DRY FOR 22"x30"9 n O ENTIRETY OF POUR CONTACT ARCHITECT WHEN WATER 3.DBL. FRAMING WHEN NEW OPENING ENCOUNTERED 4.INSTALL AS PER MANU. 5PEG.'s DBL. GJ r 5. CONSULT H.O. FOR PRE015E LOCATION OF ACCESS �44 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS oj�2 2z A 4. ALL FOUNDATION WORK SHALL BE 4,000F-51 POURED CONCRETE AT O NEW 4"x3" ALUM. DOWNSPOUT (TYP.) A 2 28 DAYS AND SHALL CONFORM TO THE CURRENT AGI 315 CODE - 5. ALL REINFORCEMENT BAR5 SHALL BE DEFORMED EPDXY COATED ' CARBON STEEL ASTMA615 GRADE 60. MM FOR SLABS DO NOT b GUTTER HIGH POINT (TYP.) _ NEED TO BE EPDXY COATED - 2 2 ' _ � v� NEN :2 �J NEW 4" THK. P. CONC. SLAB w/6"xb"-10/10 W.W.M. `r= N GARAGE A ' b. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS O REINFORCEMENT AS PER DETAIL I-I I 1 6 483 S.F. v z ;� SHALL BE STAGGERED A-301 r ?. PROVIDE MECHANICAL DEVICES TO HOLD STEEL d HARDWARE IN PLACE AT TIME OF POURING d MAINTAIN REQUIRED CLEARANCES, - GOVERAGE5, AND PLUMBNES5 2DBL. n1 DBL. GJ BELOW POST ABOVE m �x b. GEMENT SHALL CONFORM TO ASTM G-33 FOR STANDARD WEIGHT A T " CONCRETE NEW 2"XIO" G.J. ® 16" O.G. uz A - v I6'-O"W X b'-O"H 6ARAOE DOOR 2 CONGETE - GOLD WEATHER POURING E CONCRETE MIXTURE 4"X4" WRAPPED I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF COLUMN / \ A CONCRETE IN TEMPERATURES UNDER 45' F IF THAT TEMPERATURE HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE 17- GJ. I \ I 2 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS ON-GRADE PAD - N - OI / \ 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL GONG. tv � z Z CONFORM TO AGI 306. NA X / \ 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / IQ I = �ry SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO A 3 I \ I -O TEMPERATURES WITHIN 10" F OF CONCRETE. - NEW 2"xb" G.J. N D3L. CJ. I / \ I 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. ® I6" O.G. - REMOVE AS REQ D. _ -ink_ / _ NEW (2) 1.'15"x11.8"15" LVL HDR _ \ 4"X4" WRAPPED =_ b. THE USE OF HEAT BLANKETS OR ELECTRIC, BLANKETS ARE COLUMN W PERMITTED WHEN NECESSARY. alnPl. 3' I6'-0" - /" ' " Q '1. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33" F OR HIGHER AND SHALL BE WITHIN 10" F OF CONCRETE TEMPERATURE. - - - - b. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. PROPOSED FIRST FLOOR PLAN PROJECT: 9. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES AREGSCALE: 1/4" = 1'-O" KAREN PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 306 O S.E. HAE31 TAE3LE Si=AE; 485 S.E. GROSS AREA (ASTM 0494/G444M, TYPES G AND E). 10. CONSULT ARCHITECT WHEN STEEL EMBI_DDMENT CROSS SECTIONAL O GARAGE AREAS EXCEED ONE SQUARE INCH. IL ONCE CONCRETE IS PLACED. CONCRETE SHALL NOT BE EXPOSED -�t 2 NEW(2) 2"xb" HDR TO REPEATED FREEZING AND THAWINO UNTIL CONCRETE HAS 5 I A POST TO RIDGE ABOVE I 5 REACHED A COMPRESSIVE STRENGTH OF 800 PSI. I _ I 350 RICHMOND ROAD E 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306 I � ( SOUTHOLD, NY 11971 ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEC.'S. SEE PAGE "0-005" FOR NAILING 8 STRAPPING DETAILS. I DRAWING TITLE: *"5EE DOOR SCHEDULE FOR ALL OLA55 DOORS FROM SAME MANUFACTURER** PROPOSED FOUNDATION PLAN wlNDow CHART - I PROPOSED FIRST FLOOR PLAN -- _ - EGRESS PROPOSED ROOF PLAN ROUGH OPENING WINDOW DIMENSION CLEAR TAG TYPE MODEL # OPENING TEMPERED WIDTH REO'D: 20" HEIGHT REO'0:24" { WIDTHWIDTH HEIGHT- --]� HEIGHT OPEN REQ'D: 5.71 S.F.IFI Q DBL. POST TO RIDGE PAGE: - - Ali - A _ - DOUBLE-HUNG L TW210310 -- 3'-O " - 4'-O J" 2'-II " 4'-O j" - ------ rn I �12 8:12 _ B ALDOUBLE-HUNG L TW21032 3-O k 3-4g" _ 5'-4 J" X i4 li IF �1- 101001N - -- - - -- b (� A NEW 2"X5" w NEW 2"X5" „ O.G. R.R. ® I6 DOOR SCHEDULE A R.R. ® Ib O.G. ATE 1 1 22 z i D 0/ 9/ 3 O F 5 DOOR MATERIAL TAO DESCRIPTION MANUFACTURER p Q RFIRNG NOTES WIDTH HEIGHT H- Q ►� 45 MIN. RATED IV NEW 2"X10" RIDGE SELF-CLOSING EXTERIOR I � m I -SR'M Ap Cy�� -- -- - - - I OI I SINGLE SWING THERMA-TRU 2'-b" b'-8" I • �• I HALF-GLASS z ' 1_� rn NEW "x8" HDR ® � � I POST TOO IDLE ABOVE AD N � O � 6 N� 0,37 a O F OF � IN ' FROPOSED ROOF FRAM I NO FLAT SCALE: 1/4" = I'-O" a. m ELEVATION NOTES Q V H. O ONEW ROOFING: W Z O I. SEE NOTE ® SECTION Lu CN 2. ROOFING TO BE SELECTED BY H.O.;COLOR # STYLE BY '6AF' (OR EQUAL) (MIN 50 YR:. WARRANTY) J W � Q W >: OPROVIDE CONGEALED FLA5HIN6 AT ALL ROOF 2 INTERFACES. Z O ONEW 51DINO J _ }- SEE NOTE ® SECTION � 0 NEW WINDOWS) B DOOR(5) l�4 AS PER PLAN a 00 LA x �- 't m ONEW 5/4"x4" 'AZEK' (OR EQ.) WINDOW/DOOR CASING: 5 PROVIDE AT ALL NEW WINDOW5/DCOR5 (TYP) O m: 0 cr O NEW 5/4"xb" 'AZEK' (OR EQ.) F150IA: I 2 ---------------------- PROVIDE AT ALL NEW FASCIAS (TYP.) J PROPOSED RIDGE HEIGHT Q W ELEV. +17.-V ------ J 00 O NEW 5/4"x10" 'AZEK' (OR EQ.) SOFFIT: > d' O PROVIDE AT ALL NEW SOFFITS (TYP) _ 12 .J rl 'ri 12 \ 8 Y ri O O NEW 4"x4" WRAPPED COLUMN < ZTq N s 1 2 O N � LO 12 b 1 2 12 PROPOSED RIDGE -IGHT ---uLj b I 5 : I ll b 1 J W Ll IL 1 - DLI D 11 11 Lu I 8 8 3 5 [E] LL�11 ❑ 3 O O 0 u II -1 01 it--t U J lI 1 I J ❑_ ❑ ❑ ■ EID ■ ■ Q °.N 1 z ❑x(11 ILI [I EL11 ❑ _ .�,.. . `... BASELINE 5 ELEV. +0.0' NEST ELEVATION (LEFT SIDE) NORTH ELEVATION (FRONT) SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" z w O U W I- Q O 2 PROJECT: KAREN 12 GARAGE 1 2 ^wL 5 350 RICHMOND ROAD E 4 12 1 SOUTHOLD, NY 11971 ; I i - - - 12 - - DRAWING TITLE: PROPOSED EXTERIOR ELEVATIONS i - L - - IL r o I 8 3 I 0 0 SII l PAGE: +1A-2 0 3. 0 :1 F.F. n n n t i r � 7 '. DATE: 10/19/22 4 OF 5 SOUTH ELEVATION (REAR) EAST ELEVATION (RIOHT SIDE) SCALE: 1/4" = 1'-0" SCALE: I/4" = I'-O" Ad'C,S, d 4a P a Y I' (n �4F NG .• BUILDING SECTION NOTES a Q U NEW ROOFING NOTE (TYPI LLJZ 0 CN I. INSTALL NEW METAL ROOFING (MATCH EXIST. HOUSE) 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS OVER Q W 5.INSTALL 15 # BUILDING FELT (U.O.N.) OVER 4.1/2" COX PLYWOOD SHEATHING (BLOCK ALL SEAMS) _ 5. GAP SHINGLE OVER RIDGE d HIPS (A5 REO'D) Z 6.PROVIDE RIDGE VENT (AS REOV) 0 � Z J 1. FLASH ALL VALLEYS J 8.INSTALL DRIP EDGE AS REO'D 9. INSTALL ALL AS PER MANU. SPE(f:.'s w- 0) O O TYPICAL ROOF 4 GEILINO GON3TRUGTION: a u-) w 2 • NEW ROOFING A5 NOTED �' m • 1/2' GDX PLYWD SHEATHING (BLOGKINO ® ALL PLYWD SEAMS) O • R.R.,G.J., b G.T. AS NOTED ON PLANS (0 SPANS = Q OVER 5' INSTALL "X" BRIDGING ® CENTER OF SPAN,U.O.N.) Z Q W A J O TYPICAL EXTERIOR WALL CON`.5TRUGTION (TYP.): POSE � it O ---- RIDGE AS PER PLAN 00 J • UPON "TYVEK" HOUSE WRAP (OR EQUAL) Z 0) (O PROD RIDGE HEIGHT • UPON 1/2" GDX PLYWD. SHEATHING(BLOCKING 0 ELEV. +IT 1 J V-1 Tj ALL PLYWD SEAMS) Y V-11 O 02"xb" STUDS ® 1611 O.G. w/DBL. I-OP PLATE • 5/8" GYPSUM BD. WALL FINISH Z CV NEW SIDING NOTE (TYP.): I 2 �Qyp� F �R S V' W (0 O I. INSTALL NEW CEDAR SHAKE SIDINGLo 2."TYVEK" HOUSE WRAP (OR EQUAL) Pref' w Ab 0 = 5.INSTALL ALL AS PER MANU. 5PEG.'s �� < 4.PROVIDE ALL NECESSARY TRIM FOR PROPER INSTALLATION B 5. 51DINO SHALL EXTEND TO TOP OF FOUNDATION WALL 0 G.J. AS PER PLAN W cr 3 4 J V m W =ry F_- NEW 2 GAR _ -J U GARAGE J H �i 483 S.F. 1 F a it Y D' tt = Q Q J J -00 BASEL I NE ELEV. +0.0' I I NEW 4"THK. REINFORCED P. GONG. SLAB I A-301 SECTION I -I/A-5O 1 SCALE: 1/4" = 1'-0" W� N f- z w TYP. ROOFING (SEE U SECTION NOTES) TYP. ROOF CONSTRUCTION (SEE SECTION NOTES) N SIMPSON' H2.5A p,5 LU 6X6-IOXI�� W.W.M. RAFTER TIE fly' BETWEEN CENTER ALUMINUM -LASHING UPPER 3 OF SLAB PROJECT: SECURED IN PLACE TYP. ROOF/ROOFING 2"X6" LEDGER DURIi`lG POUR (2) 2"x6" P.T. SILL PLATES CONSTRUCTION (SEE KAREN SECTION NOTES) G.J. A5 PER PLAN 4" POURED GONG. a PON SILL SEAL UPON FASCIA BOARD I COPPER TERMITE SHIELD GARAGE I I SLAB 5/8" 0 HOOKED ANCHOR BOLTS (9 (2) 2X8 HEADER 2�� � 2"x6" LEDGER BEAM AS PER PLAN p Il I j a (b MIL POLY a��1) a 3a" O.G. W 5" SQUARE WASHER $ 2 x4 G.J. 350 RICHMOND ROAD E MOISTURE +' II°�\ ENDNUT; SOS ANCHOR BOT �� �� RETARDER SE a I I SECTION ON PAGE A-200 I"X8" FASCIA BOARD "51MP50N" PG64 NEW "SIMPSON" LU526 ° a 1 a SIMPSON JOIST HANGER (FOR 5 PLY BM) OLD, NY 11971 4" GRAVEL BASE PITCH GRADE '51MPSON' JOIST HANGER "SIMPSON" E3652-2/4 GALVANIZED J015T UPON GLEAN ° a �I °a STRAPPING (FOR 2 PLY BM) HANGER COMPACT FILL �o_ o� ooIctr, q o�0 8 i a ° �" BEADBOARD GE I L I NG DRAWING TITLE: _ __ _ (I) # 5 REBAR a 1 °e THK. (MIN.) P. 4 X 6 �" LAG BOLTS BUILDING SECTIONS CONTINUOUS a GONG. (COUNTER SINK) DESIGN DETAILS E BM. (2) BLOCKING TO CATCH GRAD <I ORAD PSI) 4"x4" CEDAR STAINED LAG BOLTS (1) #5 REBAR CORBEL (SCREW ® 48" O.G. II ° CORBEL TOGETHER) II (COUNTER SINK, WOOD i�j (I) #5 BENT P.T. POST AS PAGE: IIII EBAR ® NOTE' FILL, SAND AND STAIN) PER PLAN 1j11 48" O.G. I. REFER TO PAGE A-200 4" X 6 " LAG BOLTS II 1 - FOR NAILING AND (COUNTERSINK) A-30loOl a 1 p 1 a ASPHALTIC O z STRAPPING OF ALL 1111 ° DAMP m COMPONENTS 11 ° i j PROOFING gill ° (I) #5 REBAR C ARRC E OVERHA1�C DETAIL P S"SIMT BASE PER DATE: 10/19/22 5 OF 5 1� CONTINUOUSA-301.01 P05T 51ZE 1111 SCALE: 1" = 1'-O" a 11 #5 REBAR e F-D A& I CONCRETE PAD �� M. f� ,,, (2) #5 REBAR eR O 3" MIN * zt 1-61COVERED PORCH DETAIL `�-1 0374 fl5 MO�IOL I TH I O SLAB DETAIL T y A-301.01 SCALE: 3/4" = 1'-O" �F t4�� A-301.01 SCALE: I" = I'-O"