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HomeMy WebLinkAbout46691-Z g�FFOt,� 3/4/2023 a�o�p caGy< Town of Southold 0 P.O.Box 1179 o _ 53095 Main Rd y oma,,=.� Southold,New York 11971 ,, �rcrh^ CERTIFICATE OF OCCUPANCY No: 43885 Date: 3/4/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 305 Flint St,Greenport SCTM#: 473889 Sec/Block/Lot: 48.-2-7.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/3/2021 pursuant to which Building Permit No. 46691 dated 8/13/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions, including porch and finished basement(recreation room with bathroom),to existing single family dwelling as applied for per ZBA#7458, dated 2/24/2021. The certificate is issued to Tejada,Yira&Rivas,Pedro of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-1471 2/15/2023 ELECTRICAL CERTIFICATE NO. 46691 10/28/22& 11/7/22 PLUMBERS CERTIFICATION DATED 12/12/2022 Pe ro ivas Aut 'zed.9i nature FFot TOWN OF SOUTHOLD BUILDING DEPARTMENT ca TOWN CLERK'S OFFICE • �,t 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#: 46691 Date: 8/13/2021 Permission is hereby granted to: Tejada, Yira 708 Flint St Greenport, NY 11944 To: Construct additions and alterations to existing single family dwelling as applied for, and per ZBA#7458 & SCHD approvals. At premises located at: 305 Flint St, Greenport SCTM # 473889 Sec/Block/Lot# 48.-2-7.1 Pursuant to application dated 8/3/2021 and approved by the Building Inspector. To expire on 2/12/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $696.00 CO-ADDITION TO DWELLING $50.00 Total: $746.00 Building Inspector svFF Di TOWN OF SOUTHOLD BUILDING DEPARTMENT C2 x TOWN CLERK'S OFFICE Wo . 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#: 46691 Date: 8/13/2021 Permission is hereby granted to: Tejada, Yira 708 Flint St Greenport, NY 11944 To: Construct additions and alterations to existing single family dwelling as applied for, and per ZBA#7458 & SCHD approvals. 5-20-2Q22�►MEND Permit±to include finished recreation room and bath in basement. At premises located at: 305 Flint St, Greenport SCTM #473889 Sec/Block/Lot#48.-2-7.1 Pursuant to application dated 8/3/2021 and approved by the Building Inspector. To expire on 2/1212023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $696.00 CO-ADDITION TO DWELLING $50.00 ELECTRIC $90.00 Total: $836.00 Building Inspector pF SO!/jyQlo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlinC)_town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Yira Tejada Address: 305 Flint St city:Greenport st: NY zip: 11944 Building Permit* 46691 Section: 48 Block: 2 Lot: 7.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Houle Owner License No: 11 SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 22 Ceiling Fixtures 8 Bath Exhaust Fan 2 Service 3 ph Hot Water 30A GFCI Recpt 12 Wall Fixtures 6 Smoke Detectors Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures CO2 Detectors Sub Panel 100A A/C Blower 4 Range Recpt Ceiling Fan Combo Smoke/CO 4 Transformer UC Lights Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect 1 Switches 13 4'LED Exit Fixtures Pump Other Equipment: Sump, Electric Baseboard Heat 2' (2), W/D, Notes: New Addition Inspector Signature: Date: November 7, 2022 C11- S. Devlin-Cert Electrical Compliance Form(1) 1 o��pF S��yo:` :•• - Town Full Annex Telcphonc(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOLYMOLD CERIIFICAT_ID-N Date: Building Permit No. 42 Q -�— Owner:��rCD—RJQ--'S (Please print) Plumber.?e&-O-— - (Please print) I certify that the solder used in the water supply system contains less than 2110 of 1% lead. Eck) (Plumbers Signature) Swom to before me this 12- day of 3� r rm 1," , 2CL2, DEC 13 2Q2� NotaryPublic, v �K-- :Gfogty 70M OF nl l el E AH ABDULHAKEEM BUFFINS Public-State of New York N0.01BU6424411 alifled in Suffolk county mission Expires Nov 1,2025 SOUTy�� * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 IN-S.PECTICN [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] 'FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 1 Y-v 31Z1 � ZZ DATE - INSPECTOR pF SOUlyolo TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 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 b] PRE C/O Qn f REMARKS.. *�? C.1 AAX �VJ`S DA C-;Vktavt000LS --A�� -e Aoi- -cam C1 DATE INSPECTOR OE SOGTy�� 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 [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 7,&5c/L6lr;rr.,L/ DATE INSPECTOR :� �o�apE SOUTyo� Li V I —7'S e # # TOWN OF SOUTHOLD BUILDING DEPT. �yco 765-1802 INSPECTION [- ] FOUNDATION 1 ST [ ] 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 �# REMARKS: d v AJ v NeoJ a J'i zotA c Cc �ola u� otu�1e4-s- Lmt�arlll X19' DATE INSPECTOR �o��OF SOUTHp� L4 mo / I 7 V - # TOWN OF SOUTHOLD BUILDING DEPT. �`y�w►m � 765-1802 INSPECTION [ ] FOUNDATION 1ST ( ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] . FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ' [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) _ ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: om�__y DATE INSPECTOR �FSOGTyO# TOWN OF SOUTHOLD BUILDING DEPT. coum, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ FFINAL H PLBG. [ ] FOUNDATION 2ND [ ATION/CAULKING [ ] FRAMING /STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL EMARKS: v 3 Q o � urd un i9c- DATE ,P0H - - INSPECTOR OF SOGjy�6 ` # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ON . [ ] FOUNDATION 1ST [ ROUGH PL13G. ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [` ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: C Fisc Pi—,cA rev Ml-zv ry&�r �ev� PIUn1.WA16, Fk 5&6 AC M-7 ST a PRv7cc;I Te,AJ P L T&S DATE Y INSPECTOR G LA • • w • �SS 3 y �.4 i ,y. �r f i' x Myw.. r a MAY gViL EPT. 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M\_y« \ err y s,` „ a •.w ~ *,! . 1 14 ti RO fo M •syr ,.�r ..tf. ,,, "' S'►' • zW *"a, tip ti low _ ..�. d �• 1r.., ice\ s v r. •b �-x +�.�� P.F2 y' y` i s "y s 3 w WIT IPMP ' r o- IT5 + k M � J r � i c'+ r �i t. i IWO __ _ "(' ��j ,.. � :' ... -�•- rte" - ft n 4 a i yy y1p, m + 4 ` / 1 1 • • ' 6 T IB 6 B Imo!ffmI �o-IV GO 11111111111l -Alkiliplild, All• 1 7. PLUMBING.* u INSULATION, ® vi1 STATYENER • I OR rg,AMM OAF • ee ® g dB �1 :� • VA / Fill T / / Mlm ill , � p��►FFQL*�oa 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.southoldtownngov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector. AUG _ 3 __... 221 Applications and forms must be f Ile d out-in their entiretvAncom.plete applications Will not be accepted. Where'the Applicant is.not�the owner,an1'�f'i1T`kT�` 1�''` Owners,Authorization.form_.(Page 2)shall be.completed,_ Date:07/30/2021 OWNERS)OF PROPERTY: _ Name:Pedro Rivas and Yra Tejada SUM#l000-48-2-7.1 i Project Address:305 Flint St., Greenport, N.Y., 11944 Phone#:(347) 819-1947 Email:yabanal@hotmaiLcom/yiratejada@hotmai.I com Mailing Address:708 Flint St., Greenport, N.Y., 11944 CONTACT,PERSON Name:Yra Tejada Mailing Address:708 Flint St., Greenport, N.Y., Greenport, N.Y., 11944 Phone#:_(347.).449-2444­ ­ Email:yiratejada@hotmail.com DESIGN PROFESSIONAL INFORMATION Name:Kehl Design Assoc. LLC Mailing Address:265 Jasmine Ln., Southold, N.Y., 11971 Phone#:(631) 433-9084 Email:ssbn654@optonline.net CONTRACTOR-INFORMATION: Name:Pedro Rivas Mailing Address: 708 Flint St., Greenport, N.Y., 11944 Phone#:(347) 819-1947 FEmall-yabanal@hotmail.com ,DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure BAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $80,000.00 Will the lot be re-graded? ❑Yes ii No Will excess fill be removed from premises? ❑Yes BNo 1 PROPERTY,INFORMATION Existing use of property:Residential Single Family Intended use of property:Residential Single Family Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ONO IF YES,PROVIDE A COPY. 8 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code.APPUCATION IS HEREBY MADE'to the Building Department for the issuance,of a Building Permit pursuarrt.to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable laws,Ordinances or Regulations,for the construction of buildings, 'additions;alterations or for'removal cr demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations"and to,admit authoraed inspectors on premises and.in budlding(s)for eecessary inspections.False statements made herein are punishable as aClass A misdemeanor pursuant to Section 210AS of the'New York State Penal law:_ _ Pedro Rivas and Yira Tejada Application Submitted By(print name): ❑Authorized Agent BOwner Signature of Applicant. 1 Date: 07/30/2021 STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this dday of A14kA,4+ 20—al f-V-4 03 Notary Public PROPERTY OWNER AUTHORIZATION CONNIE D.BUNCH otary Public,State of New York (Where the applicant is not the owner) No.01 BU6185050 Qualified in Suffolk County 1 Commission Expires April 14,2 c/'cz I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 BOARD MEMBERS Southold Town Hall oy Leslie Kanas Weisman,Chairperson q s ry0 53095 Main Road•P.O.Box 1179 Patricia Acampora Southdld,NY 11971-0959 Eric DantesOffice Location. rn ae Town Annex/First Hoar, .Robert Lehnert,Jr. ! � 54375 Main Road(at Youngs Avenue) Nicholas Planamento !,fioy Southold,NY 11971 f ; n ���� RE EIVEpD I� ht!WVsqu%oldtcw�,gov / a;jt0 Or..T .°3 4.70`)9 ZONING BOARD OF APPEALS MAO 1-'71020021 TOWN OF SOUTHOLD L Tet.(631)765-1809-Fac(631)765-9064 0' • al jr. , So !d Town Clerk FINDINGS,DTMERATIO.NS AND DE�'ERt1IiNATI. . A4EETING OFF $RUAR Z4,1.02! ZBA FILE:7458 NAME OF APPLICANT: Pedro Rivas and Wra Tejada PROPEIXTY LOCATION: 708 Flirt Street Greenport;NY sl W]00048-2-7.1 SEORA DETARMII`iAI-10N. The Zoning Board of Appeals has visited the property under consideration.in this application and dere mules ihtt tlris review!falls under.the Type U dategory of tho State's List of Actions;without further steps under SEQP.A. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was-referrod as required under the Suffalk County Adnrinistmt1ve iCode.Sections'A1414 thru A 14,25,algid the.Suffolk County Department ofPla4*g issued ,- its reply dated December 16;2420 stating that this application is considered a iaatter.for local determiaation.as.t cae appears-to be.no significant-county--wide or.inter-community impact. LVVRP DETERAMATION The relief, permit, or imterp v%don requested in this application is luted under the IVlinof Actions exempt fist and is ntttAtiMect to.inview under Chapter 269. 9, PROPERTY The subject property is a non-coufbm&g 8;222 square foot parcel tom in BieReside;itial>I=40 ningl"1lstrict Tlieaarthedyprop ty line m 274.37 feeta_g4 is adjaceutto the MTA Long Island Railroad property,die easterly property line measures til.5a feet;the southerly property line measures 267.39 feet and is adjacent to Flint Stree>;/fire northerly property line and the southerly property line meet to form a triangle as there is no westerly property We. The parcel is improved with a one-story framed dwelling with an attached wooden deck in the rear of the residence,an"as buil."12.1 IL by,8.2 fl.accessory shad low 5.8 feet from the northern propi=rty line,and a concrete driveway to the cast of the residence which abuts the property line to the east;and a concrete diiveway abutting the southern property line. The property is fenced with a 6 IL stockade,fence except for the front yard as shown on the survey prepared by John T.Metzger,LS,and dated January 27,2020, BASIS OF APPLICATION: Request for Variances from Article IM Sections 280-15;Article XUL Section 2W 124;and the Building Inspector's September 11,2020 Notice of Disapproval based on an appliea0pa for a permit to construct additions and alterations to an existing single-family dwelling and to legalize an"as built"accessory shed; at 1)proposed dwelling is located less than the code required front yard setback of 35 feet;2)groposed dwelling is located less than the aside required rear yard setback of 35 Beet;3)proposed construction more than the cade permitted maximum lot coverage of 2001e,4)"as built"shed located in other than the code permitted rear yard;located at:305 Flint Street,Greenport,NY. SCTM#100048-2-7.1. RELIEF REQUESTED: The applicants request a permit to construct additions and alerations measuring 619.85 sq. & to an existing single-family dwelling and to legalize an"as built"accessory shed. These improvements which will result in a code permitted accessory apartment in the principal dwelling for use by the applicant's parents and Page 2,Febnwy 24,2021 #7458,Tajada&Rivas - SCTM No. 1090-48-2-7.1 create front yard and rear yard setbacks of 4,8 feet and 14.1 feet, respectively,and increases the lot coverage to 21.M. The as built shed is located in a non-permitted side yard location all as shown on the site plan prepared by John J Condon,LPF,{Kehl Design Associates,LLQ and dated May 25,2020 ADI3ITIiQ1uAL_INELIRMAT[ON: The applicant'sAttQ my.submined nitmemus similar $r►trad_by- tlie$card of Appeals in•tlie subject neigh-borhood including ZBA file numbers 5787,5801,5474, i S3- 3013.301-4. 3080. The applicants will also be installing a new and'up to date septic system that will be locatod to the vvet of proposed construction. _ FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing-on dais application on February 4,2021 at which time-Miten and 91W evidence won presented. Based upon all t ory,documentation.personal inspection of the Ixoperty and surrounding neighborhood,and mot evidence,tho Zoning Board fords the follow-g.1 to be true alta relevant and makes the following lendings: 14m,nm Law&267•-iI GNWI). Grant of the variances will not prodeee an undesirable change m the,dmraetes ofthe neighbozhpod or a detriment to nearby pec. The non-conforming size of the lots in the subject neighborhood wer6 established in the early 1 -s and over the-yearsi since tke inception of oning in the 195019,many 4weilings have required variance relief for pre-existing non-conformities. 711 existing house-has a ftnt-yard setback of 4.8 feet,while the average setback of front yards within 300 feet in.this community is approximately 8.95 feet.-The parcel facessalmd tracksaad industrial uses to the-rear.On.the opposite sW ofFtint Street,thazoning jgrisdietion changes- to Greenport-Village where ihhezoniing:c odealfows smaltcr front and-tear.yard: oks-thorn.thweode:oa itle Ta -_ o�.Southbld The subject giopert�►.is'atthe end:ofFlint:Str+eet:vvhet+e theta is_little visual3itipact oti`athet'ptopertie�; , -. and.the$tile.yard has no_ucljacent neighbors:The proposed addition is in kcgping with ilia size of oth ho_mos In the- 2.-_Yawn I�v�t_ Z6?-■`,�l��lfb t'&-The benefit soug_`nt b the applicants cannot be.achieveyd.b same tiiethod-feasible for-the.applicam to pursue,:other than an area v4daiice. The.plans for the proposed ground tevoi additiop conform to the requirements of an accessory,apartment within the principal building.If tbe-appli�ants wanted to build a two- story a4dition to maintain the wdstbrg lot comrerage,,due to the Pre-existing non-conforming setbacks in the.fiont and rear yards,they would still need variance relief. The parcel is triangular shaped from east to west and because of its irregular configuration, and since there is no mom for a shed in the very small rear yard,.the only-spacc on the property for the shed is the non-conforming side yard location. 3. Town LawSZfr7-h@jQ N3). The variances granted herein are mathematically substantial,represen g 8691b relief from the code for the front yard setback, 59.7%relief from the code for the tear yard setback;6%relief from the code for lot coverage and 1009(6 relief fortheshed in anon-conforming side yard However,due to the odd triangular shape of the property there is no,conforming location for the shed and since the dwelling does not have a basement for storage,the shed is a necessity for the homeowner.The increase of 12%over the allowed lot coverage for the addition while maintaining the as bunt shed is reasonable based on the lot stye and the neighborhood.The proposed addition to the dwelling to be used as a code permitted accessory apartment at 619 sq. fLin size is fess than the maximum code permitted size of 401/6 of the livable floor area of the principal dwelling. Additionally,the proposed addition will maintain the same pre�existmg non-conforming front yard setback as the principal dwelling. 4. Town Law 5267-b(3NbN41. No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. Page 3,February 24,2021 #7458,Tajada&Rivas SCPM No.100048-2-7.1 5. Town Law&2674(31(ba The difficulty has beery self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or const rucOve°knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchpse. 6: ;hof the +egnested.s�elief is the�.� kinkunt adios n ear _aad= easble�he.- licant to enjoy the benefit of an addition to-tho principal dwelling and legWbing an "as WW shed while preserving and protecting the character of the neighbo*60 and the heolult,safety and-welfare of the,community. RFSOL-UTION OF THE BOA13I}:-ht cgasidw ng all ofthe°above factors and applying the baiancingtst under New York Town Law 207-B,motion was offend by Member Acampore;secoadcd by Miembor Dantps,and-duty earriA to GRANT the variances as applied for, and shown an the Site Plan and.Anhitectural Drawings (Floor Plana ad . Elevations sheets A101 & A102)prep4wd'l y John'J Condon,LPE; (Kehl Design Also io&,LLC)and dated May 25,2020.' SUBJECT:TQQ.TflE FOLLOWW. G CONDITIONS: 1.An upgraded sanitary system approved by. the Suffolk County. Department of Health Services must be installed on.the.subjcet property <� Any deviation from the survey,site plan.=&or-architecapW dr•awfts citedht this dedsion will result in delays - tnid/.ora panible denW by the BuildigD06ftogofa g ,ugd irtriyrequire.a now ap#icafion od PUNIChearing byre the�iingBoar{TofAppezil� Any deviation from the vw1mce fs)grmied herein as shown on the archgectwal drawings,site plan dndlor survey cited above,such w alterations,exlerrsimm-or dem, eons,are notisitfiorriietizmri'er-thiuc #ca4�nw •urvo_49g noncviifbi ritiesr murder Aezoningeude TM&1104 does notauthorbe Qr-eondoneanvearrentorfiiture.me.setback or•other fe�rtrfre oftie suWproperty that nW wolare.the-&vmg Code, &W thm such uses -setbaclu and other . feaftow as are*WOW arddiAwed in this actlom 1n IAO intent OWft is Qs ipproval subject to condRions. tjle approval shall not be deemed effecave until such time that the forwingcon0ions are met,and,ff uh re to.comply therewith will reader this approval null and void The Bond reserves the right to subsume,a similar design that is demmirds in nalw furan gltenidon that does-not .increase the dive of nonconformity_ Pursuant-to Chapter 280-14b(B)of the Code of the Town of Southold any variance granted by the Board of Appeals shall become pill and void where a Certificate of OccupaUcy has not been procured,and/or a subdivision map has not been filed with the Saffoik Pounty 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. Pard: Ayes: eZberseisman(Chairperson),Acampora,Dantes,Lehnert,and Planamento(5-0). Weismag,Chairperson Approved for filing� t;?S_/2021 �oW �,O G BUILDING DEPARTMENT-Electrical Inspector C yt TOWN OF SOUTHOLD 1:1 Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 41.- �aIN- Telephone(631) 765-1802 Temporary Certificate # 13 L- Date " 2� - 2022 Customer Name 1edro �ds Electrician Name P linw) Cast ,9&4.16 Address 70� a 365J FIW S�, Phone it _ 7 S ` q qZy e-mail e-mail pjaFjhU4neaS-V 6_jn 00 :C-6", ESizePhone License# Mc— Size ADO A Phase- Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/ Flood Reconnect Old Meter#1 Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verificatio lid fo s from the d above. Authorized by S,3FF0J/( 2 n n 111LDING DEPARTMENT- Electrical Inspector 91 1 TOWN OF SOUTHOLD APR p Z C* - fgyn H I nnex- 54375 Main Road - PO Box 1179 ^+ Uuthold, New York 11971-0959 o • BUILDING DERTelephone (631) 765-1802 - FAX (631) 765-9502 'jlj� a0� TOWN OF soUTH Lra rogerrsoutholdtownny.gov seand(aD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: !Ap(frz, r-- Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Address: c> S . C;r4e--Q c3, 3� . I 1 c'l L-1 Cross Street: Phone No.: j `�. 4� t'` `�y W 1-\ \Q �Qt,4 }- Bldg.Permit#: .14(p (p CQ email: 01,bck 1 i a MCl► -cord Tax Map District: 1000 Section: -q Block: Q-- Lot: 4 . BRIEF DESCRIPTION \O€ WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: ® YES ❑ NO Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals D 1 FJ2 H Frame D Pole Work done on Service? Y RN Additional Information: PAYMENT DUE WITH APPLICATION � 4 zti �Iv SUFF01,�`. ® UIL DEPARTMENT- Electrical Inspector JUL 2 �� TOWN OF SOUTHOLD MvgN®sou all Annex - 54375 Main Road - PO Box 1179 o _ Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roper.richert(ED-town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION 'REQUESTED BY: e Date: — Company Name: C Z -- (6_C ( .tJ . Name: License No.: M[,, 3 YO f email: a rlvq eu s{ .2 G oo. 6941 Address: 3 /� vvcDJJV hJ/71 Phone No.: &s -J VQ JOB SITE INFORMATION: (All Information Required),, Name: ' ... l �%�RO A�A'g10Z Address: : - --L.,� . Al u� ... Cross Street:L. Phone No.: 31 - �"lG�,`S- Bldg.Permit#: . y email: ic;fi�iu��c�s'� ; c► acs.( Tax Map District: 1000 Section : Block: Lot: BRIEF DESCRIPTION,OF WORK (Please,Print Clearly) TX w I�0 S . 0 S r L"( 1 . Circle All That Apply: Is job ready for inspection. NO Rough In 3 Fina Do you need a.-Temp Certificate. YE / NO Issued On AS A- t :� �lal ti Temp Information'. (All information required) Service Size .1 P 3 Ph Size: �0 A #Meters / Old Meter# New Service'- Fire Reconnect- Flood Reconnect- Service Reconnected - Underground- verhead # Underground Laterals - 1 2 H Frame Pole Work done on Service? Y Additional Information: PAYMENT'DUE WITH APPLICATION ,.. �zz bl3q Request for Inspection Forrn.xls UIL DEPARTMENT- Electrical Inspector JUL � � �� -;_ TOWN OF SOUTHOLD ,VV�all Annex - 54375 Main Road - PO Box 1179 Tn�WN OF: Southold, New York 11971-0959 Telephone (631)'765-1802 - FAX (631) 765-9502 l roger.richert(cD-town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: elffl Date: — — Company Name: v R C D t it/C Name: License No.: Y® email: Tlvi&megS{ .2 GGfco_ Address: 3 — l� /2 vciucD Phone No.: JOB SITE INFORMATION: (All Information Required) Name: %D/20 ,_�.,D.`SIA A 121 VO Address: , �L t� . "w-w ' of Cross Street: Phone No.: 31 - rlGz.S i l Bldg.Permit#: email: ' Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) 2 s LL( t Circle All That Apply: _ y S Is job read for,inspect� ion?: NO Rough In 30Fgsaty � y - /� � ,�►�`'`"'`"�.I IItis Do you need a Temp Certificate?: YE NO Issued On / �!_ 1 Temp Information: (All information required) Service Size 1 P 3 Ph Size: goo A #Meters�_ Old Meter# New Service - Fire Reconnect- Flood Reconnect - Service Reconnected - Underground - verhead" I#,Underground Laterals 1 2 H Frame Pole Work done on Service? Y Additional Information. PAYMENT DUE WITH APPLICATION �d 7IZIlZZ kc Request for Inspection Form-As PERMIT # Address: Switches Outlets GFI's Surface Sconces H H's UC Lts 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 ,— S�yfFpjK BUILDING DEPARTMENT- Electrical Inspector yO0,9� TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 w z <J ,,. J Southold, New York 11971-0959 . Telephone (631) 765-1802 - FAX (63+1)•765.9502 rogerr jsoutholdtownny.gov — seand(absoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Electrician's Name: License No.: Elec. email: El_ I request an email copy_of,,Certificate,of Compliance Elec. Phone Nob Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: (St- la. 30�' P10 Address: O Q 2 _ Lf Cross Street: Phone No.: - o �► �- Bldg.Permit#: email: Tax Map District: 1000 Section: Block:' Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready.for inspection?: 0 YES,❑ NO ❑'Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO. : Issued On:. _ Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters 'Old Meter# F-1 New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals D 1 2 H Frame Pole Work done on Service? F71 Y N Additional Information: PAYMENT DUE WITH APPLICATION %S/ate1 � �G0(Q q I 3eci. I ©0Q 999 PERMIT P Address: Switches I Outlets �I _,"GPI's Surface lII Sconc4s�� H H's UC Lts S V Fans Fridge HW Exhaust ` Oven W/D Smokes DW Mini C Carbon Micro Generator Co bo l I Cooktop Transfer Hood Service i Amps Have Used Special: /J CrD� r te' PJ., (21— Comments `' DEC 11C r, Ndl R11DE0 AOATE,,ueIVE LAC AT rawiu, m n togm•PaL 17Mlebfm l�Al f+'at W�JrC` ad•�nni GREENPORT TOWN OF SOUTHOLD d�T wPSUFFOLK COUNTY, NY. 1 bNcraiOn�v Ilw Mew.ly 01 r6Exa OESVIa ASDDbArES,LLC NO po-1 IM1prci OalDe 1000-48-02-7.1 N eny w4 a p0}ttl aPe/114'n ror Micn Now lxer new axr•p..pn,.a.axwn..n,,,cdw.ni. JANUARY 27, 2020 SCALE: 1"= 10' M.T.A. L.I.R.R. • Ill 111111wik I , NOT FOR CONSTRUCTION 274.37' °° ..... .:•_ -_,. , +:;:._•,.• • . �I ..... USE UNLESS a om,,Ln _._. ......... f :.:;:'[o�eo:;�;;`��'�:;' �- :•:'•._�:, � CERTIFIED BYA .-• —<.X. N841gWE P ENGINEONAL . F .. 1I 1 •;�r=_- RENOtNEER SHED ORNLAVAY 47'10°W t1 „ .. RESIDENCE l INR • • •.s[4SJSAPRfE "' 305 FLINT ET GREENPORT,NY,11944 1 N coosoFPAVE/dENi l7ATE- '--• 267.38'' F?4��YokFf?1PE.-.- 1 ' SCTM:#1000.48.0-7.1 I EEEOFPAVEA1ENr mN CRETEi RPVEWAY r1Ir EDte m: FU E�III �/aE7.�T Site Plan Dlf flmum EY0�l SLS eIIIY a. L NT STREET .�PtDIR WDUQ WATER tN9TREET i lr.II.I— DL DARE DPAIA NAD ®'nu at MIN sur' d .srM FINAL DHAP N " rtm a IN rdxrws Dl EurDLroroar bar Lexe mc.nue DsnlNsnrra H .r6srpotl REVIEWE[)BY2[lA ", y°.�p.�rc+mnR"vr`vuuL�seDx� r°oiulaenmcri` AD 100 IIrD EXISTING HOUSE SOFT eE@DECI810N IS ', =00ms E'DausaraDag = DEbRxx m Mm .o -nr1 HOUSE ADDITION a 619.66 SOFT DATLO/�!a rej(xftLm"u�cr"r`xp L� se " ILII"' p EDwoauo SHED= 99.22 SOFT c0ust Wo merDmuaDa¢DawncEws QR"01ERL"' +must,rim LOT COVERAGE 1,743.17 SOFT=21.2%LOT COVERAGE "'•r-7fx' RP Pr¢b.!IDE Q Ift SITE PLAN DISCLOSURE: EL-Ob^^• IEY 102 °ururlr ratio .3J,`..- w r sr Ea SITE PLAN INFORMATION IS BASED ��:y,�,;.<?•; oD TATIn FAX MIN ME sm LOT AREA 8,222 SOFT- MAX LOT COVERAGE o 1,644.4 SOFT ON A LAND SURVEY PREPARED BY �t a i'•�,�`:'•1'• •"a" ,y PECONIC SURVEYOR P.C. VDIP<WATER I:CCODMU D LOT NUMBERS REFER TO"MAP OF GREENPORT DRIVING PARK"FILED IN THE 631-765-5020 (FAX) 631-765-1797 A, O� lu rr DEMI stv,CE SUFFOLK COUNTY CLERK'S OFFICE ON DECEMBER 1,1909 AS FILE NO.369. LICENSE NUMBER 49618 P.O. BOX 909 11maross ETEEDESUD A 1Aro 6I AM MMMU 1=11 W Dr ru7uC nam 1230 TRAVELERS STREET - SOUTHOLO, NY 11971 1 DATED JANUARY 27 2020 1sw voAa w u I 'T '� e KBHL_ DEMON ASSOCIATES ut } INblO "'tPUN m•elP Iaatllu.CrOM m 1 W440rnl I� li l'R'li i viV6' ret'1O f!W{ j j UIHty ti N.a.�eryn Ta m'J+.+�i•rti,M4f� RSWOr��t1L w osl p.rrr✓n M T' SOUTH ELEVATION NORTH ELEVATION IGIRIIN••ro . iL4¢tlf.rp rnlasr.l �rrry J..t'M ro xraw, .m~ am1 ha xa 6vY brr f I � I I 1 uv.n✓,iM+ lMpga r...sou�� I ' rymrp' rarwe. antes. A d` ,.tw .a..w NOTFOR —rd:yRi;,r CONSTRUCTION M-1• Ism tra.wrn 1�°emt °,a�" USE UNLESS II ��'.{.� if I I .,.un �.swr,. man u✓,su.wtx k .+.,.ar xaawxn.•.Fa CERTIFIED BY PROFESSIONAL eNlanooa I � II I I I �Ij�teli�� I I �I i I I � v2t,.".P✓ ENGINEER 'L� xarrt-er' r•Vna�yn` lye �r-rn«."�' - ..Re.u. ® l.parrt. tRhrm 1 .i_.. __ ill.11 I, I I I' P.n:):.'e'�. � wf f.R 1.a. '� �•/'wKri.r I I Z 4 Ildll I I --I I YI rKW ,P IJ lfrtf IILJ LJ� I I 11 4,P.Pl .�.+w1 x >r'4 YIr.IW1 ✓j llwnafla0(n lt' Z 11 j I I I I q.r•2,wMaa A.'M ro .e cR.rwr" N.w em�Nltn r ll RIVAS 1,1 _ pilaw r"w:, a„x,yc - -___-� P�ryrN •M RESIDENCE .1114 rnwi✓» Rarrru Kral d 306 FLINT STREET WEST ELEVATION OREENPORTr.NY,11014 8CTA1:4100048.02-7.1 CROSS SECTION CROSS SECTION B UO" ELEVATtONS AND CROSS SECTIONS FINAL td,1� ea raw atnsttmoe�l aw.aa to waaaa 9EE OC•CIS;.^rN�'1 �+Pnpac,umNtaaa Kin wrx�a.0 cn.a xa..s. OATED�!'„•�/ rocs-oa»mrm�Rmnevr+:,maa¢n t Paf mrsowma,wn.a wamru '� J� xum�'m ureeroe iuus�rvl rrrman�c. AxLLt tat,@ytltlmaxRNR esu MN (u4raM .w i....y_R �^�}'r.•'�'��l..t� POLI U.IKROw¢RO,Rd 4n SiaKR4i IN rN»MW[S E+aLL BC rCVSiR'CRO A:LCr:3'M111u 1G1n.ptlWxC PtIJ tb34 N2 WOk 4PY t403.S1Om l0IM WOP IbO:FND @ Mot,cml lft 4G a w w to pMW9 Stair and Porch Detail Rroa Pa a ss c taus w rnasna o n n.s cooL MR n2 s m c w a n2 wwrs rn s¢uc.as n xc nsµu bw x ruo vo s m m eau as atp4T m.3,r[u Mar Oro aft. T7� �t�iD i U6 MN Wl O[awsmplaR - n lCV .moo 1. nor urns Ms asaruuwre rar MS tuxtttR m roof row T+w 0,w ones neon.wr.m.a-amv,e nnrwn+o Me rumoxtiw o-utwa u+o mt'etwn �"���«��rurc���M�Arco. � A102 nCatl:iR•nP Cd¢iNR¢OAS.aaAA'8[O Of Mii MK x53 Wf✓D Io cUWir aM n¢n[agEVMrioou#ct�a. mi(FWIl1Rtuu Ww"-:1PBADwi pi SFJCW[IRY M4 "A. r Nlaxnt ut W»R vaOMNa1a flIM"WaiIt44L,'fil IR M irc.Nn t711d PmR O MD'aT. 1 `• xi W Y,eNR1M»M[rtp»nuxre m Sieaw POOfA M[IaSOaaC tlRxwaUa atR%11w119 L'»Jfar TD M llu»Daa Y T•R MS COCr.m tM UNtafpry 1'POM1 tr2a[[eYatMO t290u¢ `•'•,�PrC^iR••'' xft0 n COPWanOx OM 11611 SrwOami,MI O[n�l MaLL Rm:0.Y"M 112 O,aMO ROTC K Kv tiler 9iuK. •� e . '1 aNU wss n¢w mrllbellMl wwu IRtm N�nN'1�4"��n:m fma�renbj Jyi�le�c+sUcrilna IrmW.q . i rA Oiimam lW WD•rtlMtO Src¢»amN6-PgSCen1M t21ws ra ort-✓Q tPo ll,tiOWWRa Vm-nw7 tVPm*L[�,fiY1 Nc n.ntvabxlm.•wteµne,.n:w it ttC SIUO1R09 Or M CS¢Otl utlU aCaSAW.nON tr l00 b1aPRMCf IRc»s) «Cr1 Pa If twtuAt � rmr�lft[na11;e ..r 4i "' tide j N SURVEY OF PROPERTY aw mom LOAM oL AT GREENPORT ' TOWN OF SOUTHOLD mom sir"" SUFFOLK COUNTY, N.Y. 'BROW rr sANO rant CED 1000-48-02-9'.1 5GRAmsm SCALR.- 1"- 0 NOW��y SP 9 2020JANUARY 27. 2020 'PALE DROW FINE SAW V Of AApeols EL. -R5' 12.1' WATER W PALE BROW AWE SAND SP r' tr , NO- WWAIM ENCOUNIEMED w,aaow SURFACE MTS L.i. - lipf 1114 �. LREVAVONS REFERENCED 7D NA VD as ALL PROPERA£S W M 150'ON PUBLIC WATER rrelo CxF a.8'8 274.37 ouF 1 NB4.15'40"E �X.-tos srawoE xX x—x 1yi-,.max lCr 78 ` I WOOD gl ' D f. IN ® ®all ® 1 ca N82'47'}0`W °COiavtwr { t HOUSE01 1 Lx—x_x—x—x a" n FF-,8.9 PADPUBLID PUBLIC KEY EL }a' cs x x—z—z—z—xJ 287. 8 II 4 t c Iu' f0p1 f aooe or r��i,eM wm a �.� 00' W p REBAR IN 'SIRE W1TS _ �w —250.00------------ — ♦ -STAKE ulr 10 50.00 +EL 12.0' - 7ESr HOLE PUDDWELLINTElt <E7 50.00' -PIPE DWEWNO LL>f 7 50.00' PUBLIC WATER DWELLING LCT 79 50.00' ■ -MONUMENT PUBLIC WATER - W£RAND FLAG PUSSUC�WATFR DWEWNO �O.OD 80 6OFNF r cO.r-UTILITY POLE PUBLIC WATER O� � b l MtFR PUBLIC WATER LOT NUMBERS ROW?TO-MAP OF GREPNPORT DRIWNO PARK-FRED IN 7HB pUDWELLING'T �ER d� „1�• SUFFOLK COUNTY amVs 4MM ON OM f, 100D AS FILE NQ ma '4 I am fomAlar with the STANDARDS FOR APPROVAL AND CaVSIRUCRON OF SUBSURFACE SEWAGE VISPOSAL SysmwS FOR SINGLE FAMILY RES70ENCES and wa aNds by the conditions eat forth t waw and an the 8 L/C NO, 9618 fi=ft to condmcL The loeotian of web and casapaals shown hvwn are ftam YWd cbmwfAm and or A a 8222 3� hom data abtafied from otham PEC P.L: ANY AL7ER01nON aR ADDLnaV 110 710S SURWr 1S A NOLARON OF SWUM Vo OF THE NEW YORK SrATE (631) FAX(531) 765-1797 EDUCARON LAW.EXOEPr AS PER S,%l OV;,WM UBDIWSION 2 ALL CLRAFICAVONS 10MW ARE VAUD FUR P.O. BOX 909 INS MAP AND COWES 7HERL OF LWLY IF S4 MAP OR COPMES BEAR WE MOMMED SEAL OF WE SURVEYOR 1230 7RAVFLER STREET WHOSE SNNA7URE AFPE S'NEREQIL SOUTHOLD, N.Y. 11971 1 —065 I , V �f SCDHS /D R-21-1471 1 \ SLATE OR OTHERSTOPPER END SURVEY OF PROPERTY SUITABL COVER OR PLUG AT GREENPORT SEWER PIPE 30 ELBOW TOWN OF SO UTHOLD SUFFOLK COUNTY, X Y. 60' WYE - - 1000 48 02-7.1 CLEAN OUT DETAIL SCALE: 1'=30 NTS JANUARY 27, 2020 HOUSE SLATE OR OTHER APRIL 21, 2021 (PROPOSED S/TE PLAN) F.F. a. 17.8' SUITALE COVER JUNE 28, 2021 (REVISIONS) OPPER END PLUG LOCKING CASTING nN/SNED GRADE TO GRADE L3. 14.6' 0 T u COVER TO GRADE 1' MN CFrTEY it I III CLEAN OUT IF DROP '1'' IS /�� 2' MAX MAX 7 USED ON FLET _ LOCATE LA I.E. 6'M/N. ACCESS OPENING FOR 12.8' 12. 6' MAINTANCE I.E. 6- 6' 10 tJLET� ,2.6' CONTAINMENT: MIN 4• DA GLASS 14• 12.1' RAIN RUNOFF 2400 PSE OR 1/8'per foot min 12 I.E 0' EQUIVALENT PITCHED 8- 5' pitch min.4'da. pipe . : ' :' '': : 1/4- PER FOOT 4 EFFECTIVE -r class 2400 pipe or equal "' "" EXIS77NG HOUSE AND PROPOSED ADDITION= 1,644 SO.FT. DEPTH FLOW UNE II I 2 LEACHING POOLS E (d+ x s'DEEP) 1644 x a 17 x 1 = 280 Cu.Ft. -�4- MIN. J nln. 280/42.2 = 6.6 VF (81DIA.) 8'-0' DIAMETER _ . PROVIDE [1] DW 810 x 7' DEEP (or equivelant) TEST HOLE DATA Connected by Gutters & Leaders WDONALD GEOSaENCE / 11121119 HIGHEST EXPECTED GROUNDWATER BACKnU- MATERIAL TO BE CLEAN SAND & GRAVEL - EL 14.0' 1,DARK BROWN LOAM OL 1,250 GALLON CYLINDRICAL SEPTIC TANK DETAIL PROPOSED SEPTIC SYSTEM 1. A MINIMUM OF 4 INCHES APPROVED REINFORCED PRECAST (¢ BEDROOMS MAX) BROWN SILT ML CONCRETE BOTTOM AND 3 INCH WALLS 3• 2. AN 8 FEET IN DIAMETER BY 5 FEET HIGH APPROVED [2]8 FT. DIA.x 6 FT HIGH PRECAST CONCRETE LEACHING RINGS BROWN SILTY SAND WITH REINFORCED PRECAST CONCTERE SOLID RING. BACKFILL MATERIAL COURSE SAND AND GRAVEL. (3' COLLAR) GRAVEL SM 3. AN APPROVED REINFORCED PRECAST CONCRETE 6 INCH [1] 1,250 GALLON SEP77C TANK. 5' THICK SLAB TOP IN LAWN AREAS. BROWN FINE TO COARSE 4. DROP T'S MUST BE PINNED OR OTHERWISE FIRMLY SAND WITH GRAVEL SP 5. LIQUID H DEPTH MUST BE 4 FEET. Existing septic system to be removed or HIGHEST EXCPEC70 PALE BROWN nNE SAND SP Oiled in to SCHD secs. GROUND WA TER _ p EL. 1.7' 12.3' WATER IN PALE BROWN nNE SAND SP 17' NOTE: WATER ENCOUN7E7?ED 123'BELOW SURFACE �T.^ LSI •R�� FE.END EL=14.4' 2'E 274.37' CMF EXISTING SEPTIC CMF ' TO BE REMOVED x X-� LOT 80 O E R• ^ I E Tlo �� j I 94fy�" xC0 .NC X I CONC. PA Ngo'15 CO DW. I o z I _-X-- X X-��-X--�X•X \� g�/n �f I CE WOOD DECK ^ �' EL=12.3' �.X--X--X X 0 1O'min. a � 12.1'� AI T-X STOCKADE FENSHED i� EX Bin ° ° %i'3 41.8' QC LOT 82 �I LOT 84 I I FE. /�. ° ° X O.L. ^ LOT 78 CONCRETE �M V) PROPOSED HIM N/1 STORY U) 1 STY. FR. OIL TANK Z �� I N82.47' DRIVEWAY TH 6 ADDITION � HOUSE ON CONC.CC L X--._ sroc 10 EL=14.0' / " FF=17.8' N PAD DWEWNG X-- STOCKADE FEN. 5'min. ;n 25.3' N PUBLIC WATER X--_X__ X-X- X--X-X-X_- •r 41.8' T 9.3' FE.END CB X-x-x-.x_1267.39 1_2,4.4' 10000 I W EL 13.3' EL 13.4' �� EDGE OF pq STEPS do e VEMENT WALK WATER > KEY FLINT STREET METER L -__25o PiiBUC=�R IN STREET CONCRETE 5� •00,----------- -- co = REBAR ~-�+ _ DRIVEWAY +EL 14.0' LOT 10 50.00 � IL® = WELL DWELLING LOT 76 50.00' T� ® = STAKE PUBLIC WATER DWEWNG LOT 77 50.()09 s = TEST HOLE PUBLIC WATER DWEWNGLOT 7� 50,00' ® = PIPE PUBLIC WATER DWEW1IG LOT 81 50.00' = MONUMENT PUBLIC WINTER DWEWNG LOT 83 50,00' ® PUBLIC WATER DWEWNG LOT 85 = WETLAND FLAG PUBLIC WATER LOT 87 rQ� DWEWNG = U77LITY POLE PU UC WATER DWEWNG 100'00' ' PUBLIC WATER I 1 ELEVATIONS REFERENCED TO NAVD 88 ALL PROPER7lES WITHIN 150' ON PUBLIC WATER OF LOT NUMBERS REFER TO MAP OF GREENPORT DRIVING PARKN FILED IN THE SUFFOLK COUNTY CLERK'S OMCE ON DECEMBER 1, 1909 AS FILE NO. 369. : . . I am familiar with the STANDARDS FOR APPROVAL AND CONS7RUC77ON OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the cond/fions set forth therein and on the ' N. .S LIC. N0. 49618 permit to construct. The location of wells and cesspools shown hereon are from field observations and or �' from data obtained from others. r CONIC RV� O $, P.C. ANY ALTERATION OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF 7HE NEW YORK STA 7E (6�1)�� � AX, (631) 765-1797• EDUCA77ON LAW. EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CER77RCA77ONS HEREON ARE VALID FOR P.0~"BV7�'_ 9 THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR AREA= 8,222 SQ. FT. 1230 TRAVELER STREET 119-0651 WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y. 11971 T SCDHS ID : R-21-1471 NSLATE OR OTHSTOPPER END SURVEY OF PROPERTY SURCOVER COVER OR PLUG I. A T GREENPORT 30' ELBOW SEWER PIPE TOWN OF SO UTHOLD SUFFOLK COUNTY, N. Y. W WYE 1000-48-02-7.1 CLEAN OUT DETAIL SCALE: 1 i!i _ NTS JANUARY 27, 2020 Fro �� APR/L21,vVNE 28,1 (PROPOSED IONS) Pte, F.F. EL 17.d PPER ENO PLUG Li CASTM FIMIsl1m CRADf TO GRADE Q 14.6' + COVER TO GRADE r M!L CLFIAI OUT DROP Tis /N-` r MAX MAX 0i y USm ON INLET I.E. OW IN LL=TE 0�X3 FOR 12 8' 6• r1ANTANCB If 6' 2• 6' 10 I.E. INLET--/ 12.6' ' MR WE ,a• '�'' ,�•�,,d • 12.0' " :,N RAIN RUNOFF CONTAINMENT: EOUIVALENf PITCHr'D d' S' min 4•di, Lf PER FOOT s EFFECTIVET du2+oo pip.x. l "'"'''"'''"""""'"+` POSTING HOUSE AND PROPOSED ADO/TION= 1,644 SOFT. FLOW LINE DEPTH 2 �£A0-HM- 'POOLS( 1644 x 0.17 x 1 = 280 Cu.Ft. 3inin. 280/422 - 6.6 W (8-DIA.) 8'-0• DIAMETER "t MI"' PROWDE [11 DW 8'0 x 7' DEEP (or equh+e/ant) TEST HOLE DATA - _ Connected by Gutters do Leaders MCDONALD Gr=WCE HIGHEST EXPECTED GROUNDWATER 11/11/19 BACKFILL MATERIAL TO BE CLEAN SAND k GRAVEL •�' '" a• 14.0' 1,DARK BROWN LOAM a 1,250 GALLON CYLINDRICAL SEPTIC TANK DETAIL PRcwosEO .^PEPTIC SY51E31 1. A MINIMUM OF 4 INCHES APPROVED REINFORCED PRECAST (4 BEDROOMS MAX) BROWN SILT ML CONCRETE BOTTOM AND 3 INCH WALLS 3' 2. AN 8 FEET IN DIAMETER BY 5 FEET HIGH APPROVED [2] 8 FT. DIA.x 6 FT HIGH PRECAST CONCRETE LEAC1,t1NG RINGS ., BROWN SILTY SAND WIN REINFORCED PRECAST CONCTERE SOLID RING. 6ACKf1LL MATERIAL COURSE SAND AND GRAVEL (3' CO(LAR) GRAM SM 3. AN APPROVED REINFORCED PRECAST CONCRETE 6 INCH ill 1,250 GALLON SEPTIC TANK. S' THICK SLAB TOP IN LAWN AREAS. BROWN FINE TO COARSE 4. DROP T'S MUST BE PINNED OR OTHERWISE FIRMLY SAND WTH 8' Va SIP 5. LIQUID DEPTH MUST BE 4 FEET. Existing septic system to be removed or HIGHEST EXPECTED PALE BROW NINE SAND SP filled in to SCHD specs. GROUND WATER EL 1.7' 123' WA TER IN PALE BROWN FINE SAND SP fT Noris oxo cNwwrimm mil arrow SURFACE 19 tt=1 FEENXE "B"A L.� .F�■�� M EL-14.4' EXISTING SEPTIC CMF 274.37+ CMF G.5'S TO BE REMOVED t FECOR• ..X X PATIO � 0.2'E ! N84� .5+ " m n. `X - 1 CONC 1 40E 01 C � 1 o wl -x X-a�X~"X X X.�-X `_8' �'' DW. cq; CE OD DECK M'0 � i X �Vi� LP. �� ���333 :" �1 EL.12.3' X•X�X'X 9 10 min. o to t2 t �, /,2;•3' 41.8 ec t, LOT 82 I LOT 84 1 �X STOCKADE FEN. SHED ►. EX 18' G 9/PROPOSED IM x O.L ^ i TE CONCRETE �� N/TH 1 STOR`( ,� 1 STY. FR. OIL TANK : 1 Lx` STOCKADE 0°'yy DRIVEWAY AbbitiEL•i4.0' ��� FF- 17.8' N USE P�CONCV) DWEWNG x x---x- 8"1 in 5.3 C PUBLIC WATER X-'x'^--X��-X- X--X-._Xw 41.8' 9.3' 1 EL x13.3' ca `�•� � x-�.x'X X_X,-._.X,_,_x....,.r 267.39 NC. ? 11�11 4� y 100,0 1 z EL 13.4' EDGE OF PAVlySTEPS do ENT WALK WATER KEY FLINTSr�EET METER �-___250. �_ _ � • = PQBUC WAS IN STREET CONCRETE REBAR --------- `-------_ _ 0 LOT 10 50.00+ iNIr�NM DRIVEWAY +EL 14.0' p CL ® WELL DWEWNG LOT 76 50.00' ® STAKE PUBLIC WATER DWEWNG LOT 77 50.00' B = TEST HOLE PUBLIC WATER DWELLINGLOT 79 50.00' ® = PIPE PUBLIC WATER DWEWNG QED) 50.00' ® MONUMENT PUBUC WATER DWEWNG Lor 83 50.00+ PUBUC WATER DWEWNG LOT 85 ` = WETLAND FLAG PUBLIC WATER I DWEWNG DWEWNG 100.00+ - UTIUTY POLE1 f y PUBUC WATER ;- _StIF'J'C?LK CQU:�•TY DI.PAR1'I��'T OF I IEA.LT:-�SERVICES is PUBLIC WATER--- •'-, 1 ^ ✓' 'L� , r t i L14i1T FVJA APPROVAL OF CON-3-I'RUM-ION Mrt A SING IZF,R"ILYIaSrDr.NCLONLY `J L :• It_�s1 3 2021 DATE � a -F I HS REQ.No ELEVATIONS REFERB40 40 IVAVD 88 P � il +�i frA � � T. ALL PROPERTIES WININ 150'ON PUBUC WATER FOR r1iA,"N'l JM OF I Bf:a-'i"C'!l.MS ��C►��' ._ _ _ `_ EXONS T;IF c 1'EAP.S Flkl i DA i•..OF APPROVAL LOT NUMBERS REFER TO MAP OF GREFNPORT ORINNG PARK FILED IN THE SUFFOLK COUNTY CLERKS OFFICE ON DECEMBER 1, 1909 AS FILE NO. 369. I am famlllor with the STANDARDS FOR APPROVAL AND CONSTRUCTION OOF'SUBSURFACE SEWAGE DISPOSAL Abua..,on=of c,kisti;tr�,s:.:t..ar, y„gym..:u:, SYSTEMS FOR SINGLE FAMILY RESIDENCES and wl/l abide by the cond/tions set forth therein and on the Comfcrmarce wi ^a•' r.� I •r^� ` ' - i permit to construct. The location of wells and cesspools shown hereon are from field observations and or II1 CV INI ,.lN L)i.;I..�e...,,,.t, ...t,,,tt ;N.YS. LIC. N0. 49618 from data obtained from others, Co,.rlfletod form�'�'1'T�f-L, - ESP"-00, ' . CQRW RS, P.C. ANY ALTERATION OR ADDITION TO THIS SURVEY IS A V10LA77ON OF SECTION 7209 OF THE NEW YORK STATE - f ' - 1-1502 FAX (631) 765-1797• EDUCATION LAW. EXCEPT AS PEI? SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS HEREON ARE VALID FOR . tQQxa; THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR AREA= 8,222 SQ. FT. 1230-TRAVELER STREET 119-0651 WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y. 11971 SCDHS ID : R-21-1471 SURVEY OF PROPERTY ATGREENPORT TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. 1000-48-02-71 SCALE: 1'=30 JANUARY 27, 2020 APRIL 21, 2021 (PROPOSED S/TE PLAN) JUNE 28, 2021 (REVISIONS) NOVEMBER 17, 2021 (REVISIONS) NOVEMBER 22, 2022 (FINAL RAIN RUNOFF CONTAINMENT: EXIS77NG HOUSE AND ADDITION= 1,644 SQ.FT. 1644 x 0.17 x 1 = 280 Cu.Ft. 280/42.2 = 6.6 VF (8'0IA.) Installed [11 DW 810 x 7' DEEP TEST HOLE DATA Connected by Gutters & Leaders n McDONALD GEOSCIENCE V G EL. 14.0' 11/21/19 o►'`-�j' _ ' n/ 1,DARK BROWN LOAM OL W� c Sl=P7JC SYSTEM 2 BROWN SILT ML (4 BEDROOM SYSTEM) 3, [2] 8 FT D/A.x 6 FT DEEP PRECAST CONCRETE LEACHING RINGS _ BROWN SILTY SAND WITH BACKFILL MATERIAL COURSE SAND AND GRAVEL (3' COLLAR) GRAVEL SW [1] 1,250 GALLON SEP77C TANK. 5' BROWN FlNE TO COARSE SAND WITH GRAVEL SP 8• Existing septic system removed HIGHEST EXPECTED PALE BROWN FlNE SAND SP filled in t0 SCHD Specs. GROUND WATER EL. 1.7' 12.3' WATER /N PALE BROWN FINE SAND SP 17' NOTE: WATER ENCOUNTERED 123' BELOW SURFACE 0 END EL=14.4' 0.2'E CMF 274.37' CMF FE.COR. SEPTIC LOCATION x— LOTS D.2E t nE u �-X.-X akEGRFF X—�c t CONC. PATIO L O t t A B 5 40 _ x coNc. �N t W z t Ng41 _ x ,�,u DW HST p I ST1 ' 29' _ X_�X X X��X--X X LP1X�- oT C.E. wN° I BE WOOD DECK o Q LOT 82 Qt 2 EL-12 --X--XIX X12.1' N C/o Q g� OC �n wt LOT 84 t X STOCKADE FEN. SHED LP 1 34'39' EX HIM. o �, O.L. LOT 78 CONCRETE LP2 a 1 STY• FR. x10 LP2 33'29.5' L N8 ' "W DRIVEWAY TH ,-.� ^E° �°°°PORCH — a 2'4710 WALK HEArn s�Ps HOUSE a N DWELLING EL-14.0' wax �' FF= v j Z '- X--_ STOCKADE FEN. 6D �' 00 67.2 17 8' N 5 U PUBLIC WATER X X X x X X�_X X—X---X---X--- GATE 9.3' FE.END t t xLX—x—x C . 267.39 1.2'E ED'E OF PAVEMENT =14.4' CB GATE -/ CONC. 100,00' W EL 13.3 EL 13.4' ED;E OF PAVEMENT STEPS & , FLINT WALK 19 WATER W STREET METER --250, � U KEY PUBLIC oo — WATER 174 STREET CONCRETE DRIVEWAY +EL 14.0' 'p O = REBAR LOT 10 50,00 ® = CL WELL DWELLING LOT 76 50.00' �a UTILITY ® = STAKE PUBLIC WATER DWEWNG LOT 77 50.00' P°LE = TEST HOLE PUBLIC WATER DWELLING LOT 79 50.00' PUBLIC WATER DWELLING LOT 81 50.00' ® = PIPE PUBLIC WA1ER DWELLING LOT 83 50.00' ® = MONUMENT PUBLIC WATER DWELLING LOT 85 LOT 87 = WETLAND FLAG PUBLIC WATER DWELLING DWELLING UTILITY POLE �00'00 = UTILITY POLE _ PUBLIC WATER PUBLIC WATER D ��r it e1� YOgk MET2GF9 { DEC 1 12022 ELEVATIONS REFERENCED TO NAVD 88 -roVjuI or"S'"M'EF ALL PROPERTIES WITHIN 150' ON PUBLIC WATER LOT NUMBERS REFER TO "MAP OF GREENPORT DRIVING PARK" FILED /N 774E SEDi�!� SUFFOLK COUNTY CLERK'S OMCE ON DECEMBER 1, 1909 AS FILE NO. 369. I am familiar with the STANDARDS FOR APPROVAL AND CONS77?UC77ON OF SUBSURFACE SEWAGE DISPOSAL N.YS. LIC. NO. 49618 SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the N.Y.S. LIC. NO. 051132-01 permit to construct. The location of wells and cesspools shown hereon are from field observations and or PECON/C StWEYORS, P.C. from data obtalned from others. (631) 765-5020 FAX (631) 765-1797 ANY ALTERA77ON OR ADD/770N TO THIS SURVEY/S A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE P.O. -BOX 909 EDUCA77ON LAW. EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CER77FICA77ONS HEREON ARE VALID FOR THIS MAP AND COPIES 7HEREOF ONLY IF SAID MAP OR COPIES BEAR 774E IMPRESSED SEAL OF THE SURVEYOR AREA= 8,222 SO. FT. 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, MY 11971 19-065 SCDHS ID R-21-1471 N SURVEY OF PROPERTY AT GREENPOR T T 0 WN OF SO UTHOL D =4 SUFFOLK CO UN Y, N. Y. .. :; . .....__ r j Q� usr S 1000-48-02-7.1 SCALE: 1`30 AvtN _r ;..,._....' .�.. "',! �rF b JANUARY 27, 2020 — � APRIL 21, 2021 (PROPOSED SITE PLAN) onto FEB JUNE 28, 2021 (REVISIONS) The m.-n..gos !�ssc1 E',,r;;� r+ NOVEMBER 17, 2021 (REVISIONS) c NOVEMBER 22, 2022 (FINAL) be savasaory FOP,A RAIN RUNOFF CONTAINMENT- EXISTING HOUSE AND ADDITION= 1,644 SQ.FT. 1644 x 0.17 x 1 = 280 Cu.Ft. 280/42.2 = 6.6 VF (8'DIA.) Installed [1] DW 8'0 x 7' DEEP TEST HOLE DATA McDONALD GEOSCIENCE Connected by Gutters & Leaders 11/21/19 n - If EL. 14.0' 1, IIv/ 0DARK BROWN LOAM OL SEPTIC SYSTEM AS INSTALLED BROWN SILT ML (4 BEDR)OM SYSTEM) 3' EEE 2 12023 [2] 8 FT D/A.x 6 FT DEEP PRECAST CONCRETE LEACHING RINGS BROWN SILTY SAND WITH BACAF�LL MATERIAL COURSE SAND AND GRAVEL (3' COLLAR) GRAVEL SM � BLQ#tUCsl3F�T [1] 1,256 GALLON SEPTIC TANK. 5' BROWN FINE TO COARSE TOWN ICIF'SOUTHOLD SAND WITH GRAVEL SP 8' Existing septic system removed HIGHEST EXPECTED PALE BROWN FINE SAND SP Or filled In t0 SCHD specs. GROUND WATER p EL. 1.7' 12.3' WATER IN PALE BROWN FINE SAND SP 17' NO 7E. WATER ENCOUN7ERED 12.3' BELOW SURFACE f�f _1 FE.END EL=14.4' •2'E CMF 0.5'S 274-37' CMF — 1 SEPTIC LOCATION X— _ 0 0.2*E X.X LOT 80 z 0.2'E '40"E `� X_—x .� A/C# CONC. PATIO � o # N84'15 0) X_ X C. VANDCWFE �EA,# W u) ZI A B _X_X—Xir- ST C.E. rn "°u o DW X # 8E WOOD DECK ST 21 ' 29' EL=12.3' _ _ _X--X—X--X—x�X X -`-X LP1 0 8 5 (0 LOT 82 L P 1 34:1,39' X STOCKADE FEN. 12'1' �,° Q qC SHED N s� FE. �n Z 81 1 X O.L. n LOT 78 CONCRETE EX L12 N 1 S HIM. 00 L P 2 3 3 2 9.5 O DRIVEWAY ASC WOOD PORCH N' FR _ Y' 1 IV82'47 10"�/ TH �� CONIC. HEA`T�7 a STEPS HOUSE h < N Lx--X- STOCKADE EL=14.0' N W� FF_ 4 DWELLING x x x--x—xN--x Q1 co s7.2 -17'8' N 60 l\ PUBLIC WATER x—x_x—x— GATE FE.END 1 1 EDGE 0' Pq EMENTx CSTEPON 267'39' '� 1=214.4' 1 I z EL 13.3' E 6 13 4' GATE EDGE CONC. 100.00, U PAVEMENT WALK & �' FLINT WATER _ W KEY STREET METER � PUBLI=�R 1=-ELT CONCRETE @t�� X250.00'------------ - O = REBAR LOT 10 50.00 WM–---__ �_ DRNEWAY +EL 14.0' 'p ® = WELL DWELLING LOT 76 50.0 —S 0' WM _ IL ® = STAKE PUBLIC WATER DWELLING LOT 77 5 00 9 lb-)P c3 0 . ® = TEST HOLE PUBLIC WATER DWELLINGLOT 79 50,00' ® = PIPE PUBLIC WATER DWELLING LOT 81 50.00' PUBLIC WATER = MONUMENT LOT DWELLING 83 50.00' ® PUBLIC WATER ' = WETLAND FLAG DWELLING PUBLIC WATER LOT 85 LOT 87 = UTILITY POLE DWELLING DWELLING 100;00' UTILITY POLE PUBLIC WATER PUBLIC WATER 1 �pF NEW r0 J.MF y F O � ELEVA77ONS REFERENCED TO NAVD 88 C • ALL PROPERTIES WITHIN 150' ON PUBLIC WATER LOT NUMBERS REFER TO 'MAP OF GREENPORT DRIVING PARK" FILED IN THE ^'b.0511 ' SUFFOLK COUNTY CLERK'S OFFICE ON DECEMBER 1, 1909 AS FILE NO. 369. Fp LAt I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL N. YS. LIC. NO. 49618 SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the 0�2 N. YS. LIC. NO. 051132-01 permit to construct. The location of wells and cesspools shown hereon are from field observations and or PECON/C VEYORS P.C. from data obtained from others. , ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECT70N 7209 OF THE NEW YORK STATE (631) 765-5020 FAX (631) 765-1797 EDUCAT70N LAW. EXCEPT AS PER SECTION 7209–SUBDIVISION 2. ALL CER77FICA77ONS HEREON ARE VALID FOR P.O. BOX 909 THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR AP.EA= 8,222 SQ. FT. 1230 TRAVELER STREET 6"7-'OSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y 11971 19-065 Generated by REScheck-Web Software Compliance Certificate Project Rivas Energy Code: 26181ECC Location: Greenport, New York Construction Type: Single-family Project Type: Addition Orientation: Bldg.faces 180 deg. from North Climate Zone: 4 (5572 HDD) Permit Date: Permit Number. Construction Site: Owner/Agent: Designer/Contractor. 708 Flint Street Pedro Rivas Brett Kehl Greenport,NY 11944 708 Flint Street Kehl Design Assoc.LLC. Greenport,NY 11944 265 jasmine Ln. 347-819-1947 Southold,NY 11971 yiratejada@hotmaii.com ssbn654@optoniine.net • • • UA trade-o Compliance: 13.5%Better Than Code Maximum UA: 111 Your UA: 96 Maximum SHGC: 0.40 Your SHGC: 0.32 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code[tome. Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling:Flat Ceiling or Scissor Truss 650 49.0 0.0 0.026 17 Wall 1:Wood Frame,16"o.c. 202 21.0 0.0 0.057 10 Orientation:Back Window 1:Wood Frame 24 0.290 7 SHGC:0.31 Orientation:Back Wall 2:Wood Frame,16"o.c. 194 21.0 0.0 0.057 9 Orientation:Left side Door.Solid Door(under 50%glazing) 20 0.220 4 Orientation:Left side Window 3:Wood Frame 23 0.300 7 SHGC:0.32 Orientation:Left side Wall:Wood Frame,16"o.c. 202 21.0 0.0 0.057 9 Orientation:Front Window:Wood Frame 23 0.300 7 SHGC:0.32 Orientation:Front Window 1:Wood Frame 16 0.300 5 SHGC:0.31 Orientation:Front Floor:All-Wood joist/Truss 650 30.0 0.0 0.033 21 Project Title: Rivas Report date: 05/2520 Data filename: Page 1 of10 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 20181ECC requirements in REScheck Version :RESc eck Web and to comply with the mandatory require nts listed in the REScheck Inspection Checklist. .30 OW/ 3>U—n 1), Esl�t�� � a— Name-Title Signature v Date :w Project Title: Rivas Report date: 05/25/20 Data filename: Page 2 of10 .. 0CUPANCY-.01R,.. APPROVED AS NOTED USE IS UNLAWFUL WITHOUT CERTIFICATE-' DATE:�' 3' B.P.# L&AJOCCUPANCY FEE: ODBY: OF NOTIFY BUILDING DEPARTMENT AT 765-1802: 6 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH FRAMING & PLUMBING COMPLY WITH ALL CODES OF 3: INSULATION 4. FINAL - CONSTRUCTION MUST NEW YORE STATE & TOWN CODES BE COMPLETE FOR C.O. AS REQUIRED AND CONDITIONS OF ALL CONSTRUCTION SHALL MEET THE SOUTHOLD TOWN ZBA REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR SOUTHOLD TOWN PLANNING BOARD DESIGN OR CONSTRUCTION ERRORS. SOUTHOLD TOWN TRUSTEES N.Y.S.DEC PLUMBER CERTIFICATION ORETAIN STORM WATER RUNOFF ON LEAD CONTENTPURSUANT TO CHAPTER 236 CERTIFICATE OF OCCUPANC. OF THE TOWN CODE, SOLD y USED IN WATER SUPP SYSTEM CANN n EXCEED 2/10 OF 1% PLUMBING TRUSS PLACARDING REQUIRED ALL PLUMBING WASTE &WATER tINES NF--r) TESTING BEFOPc I 1 Ali exterlor lighting instalied,replaced or repaired shall conform to Chapter 172 of the Town Code GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION General Notes: 00 _EEi 1 GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD AN C 0 N T R A C T 0 R 0 T E 0 NEW YORK, 2020 RESIDENTIAL CODE OF Wood: ---------- NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. /'A 1. • All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir/Larch #2 or better. GENERAL NOTES: 2. FIRE SAFETY: 1 - ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2020 RESIDENTIAL 2. All structural wood shall be in accordance with the national design specifications for wood construction latest edition. A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A UR DESIGN ASSOCIATES, CODE OF NEW YORK, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE 3. Nailing schedule shall be in accordance with the specified code. 13, LOCKED AREA. residential & comrnercial design . consulting 2. PRACTICES. 4. Pre-manufactured trusses. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF a. All trusses shall be "shaped" as shown on architectural cross sections. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Box 1675 BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, 0[?I'-'\IN ALL REQUIRED PERMITS, b. Trusses shall bear a boca number and shall be manufactured by a registered manufacturer. phone: 1631)433-9084 AND PAY ALL FEES [REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, A;�E_NCIES 5. Erect and brace trusses in accordance to truss plate institute recommendations. MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Southold,New York 11971 E-Mail: ssbn654@optonline,ret 3. MINOR DETAILS NOT USUALLY SHOWN DR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. Kehl Design Associates,LLC III,formerly D A K Associates,LLC SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 6. Plywood sheathing. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS, -T ,f,�7 4. a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP & USE OF DOCUMENTS: 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED corporation or equal. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the ideas, design and arrangements represented CONSTRUCTION AREA, THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. GAS TO BE USED DURING CONSTRUCTION. therein, are the property of KEHL DESIGN REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DA;',,!,L\GE OR INJURIES CAUSED BY 3. DUST CONTROL: ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection OR DURING THE EXECUTION OF THE WORK. 8. Design values: 6. a. Framing Lumber: DF (north) No. 2 or better with any work or project other than for which THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: E 1,600,000 PSI A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. they have been prepared without written consent. PLUMBING, ELECTRICALS, ETC. Fv = 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR 7. PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH Fb 825 PSI C. HEAVY DROP CLOTHS. THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9. Design values: DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 8. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN a. Laminated Veneer Lumber (LVL): ACCUMULATION. THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1 ,900,000 PSI Fv 285 PSI 4. NOISE AFTER HOURS: 9. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Fb = 2600 PSI DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. KEHL DESIGN ASSOCIATES, LLC. NOTE A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, 10. B. EXCEPT LEGAL HOLIDAYS. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERL)' CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. 11 . THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THIF HEIGHT OF THE FINISH LEVEL HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NO CONSTRUCTION 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATINQG, WATER, OR ELECTRICAL SERVICES TO THE OWNER. WILL BE ALLOWED TO COMMENCE UNTL THIS HEIGHT IS APPROVED. THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 12. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHHBORS. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS ARISING FROM RESOLUTION. THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALSO IMPLIES 6 SPECIAL SAFETY NOTES 13. THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE WORK IN THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJI_CT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE 14. DOCUMENT NOTES PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND FIVAC EQUIPMENT WITH THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM, THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR RESOLUTION. LIABILITY OR COST INCLUDING REASONABLE ATTORNEYS FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER, SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION Wi�ri_ CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. NOTFOR CLIMATE GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD ALL STRUCTURES TO CONFORM WITH THE 2020 RESIDENTIAL CODE 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CAR30N MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION ZONE SNOW DESIGN FROST LINE I i DESIGN UNDERLAY- FLOOD WIND EXPOSURE OF NEW YORK STATE SECTION R301.2.1.2 PROTECTION OF OPENINGS. IN ACCORDANCE WITH CHAPTER 3, SECTION R314 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. LOAD SPEED (mph) CATEGORY WEATHERING1 DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY CONSTRUCTION 4A 25 lbs/sqft 130 (mph) C SEVERE MODERATE TO HEAVY SLIGHT TO MODERATE!1 11 degrees YES 1984/1998 C R301.2.1.2 PROTECTION OF OPENINGS. EXTERIOR GLAZING IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. GLAZED NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL.. REQUIREMENTS OF CHAPTER 3 OF THE 2020 USE UNLESS OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS 07 THE LARGE MISSILE TEST OF ASTM E1996 AND RESIDENTIAL CODE OF NEW YORK STATE TABLE R301.5 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, ASTME E1886 AS MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET CERTIFIED BY A DESIGN CRITERIA (IN POUNDS PER SQUARE FOOT) THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR ANSI/DASMA 115. NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3 SECTION R303 OF 2020 RESIDENTIAL CODE OF NEW YORK STATE PRESCRIPTIVE DESIGN OCCUPANC, OR USE LIVE EXCEPTION: FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. PROFESSIONAL 25. RESIDENTIAL ONE - AND TWO FAMILY DWELLINGS LOADS 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF %6 INCH (11mm) XND A SPAN OF NOT MORE THAN 8 FEET (2438mm) b SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3, SECTION 310 OF 2020 RESIDENTIAL CODE OF NEW YORK STATE ENGINEER UNINHABITABLE ATTICS WITHOUT S__,,)RAGE 10 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL-rE PREDRILLED AS REQUIRED FOR THE ANCHORAGE FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. USES(s) AND OCCUPANCY CLASSIFICATION(s) METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT SHALL BE DESIGNED TO RESIST THE USE OCCUPANCY UNINHABITABLE ATTICS WITH UI STORAGE b,9 20 COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE R301.2(2) OR ASCE-7, WITH THE PERMANENT CORRISION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING. ATTACHMENT ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO , \VL A CAPACITY IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A MEAD ROOF HEIGHT OF 45 FEET (13,728mm) OR LESS RESIDENTIAL R-3 (SINGLE FAMILY) HABITABLE ATTICS AND ATTICS SERVED 4 ,,TH FIXED STAIRS 30 WHERE WHERE THE ULTIMATE DESIGN WIND SPEED VIS 180 MPH (290kps) OR LESS. EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED I FI f_A11'_'H CASE. TABLE R301.2.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD NAILING NOTES: TYPE OF CONSTRUCTION (CHAPTER 6) BALCONIES (EXTERIOR) AND DECKS (e) 40 STRUCTUAL PANELS a,b,c,d ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF CHAPTER 6, TABLE R602.3(1) OF THE 2020 TYPE GROUP FIRE ESCAPES 40 FASTENER SPACING (INCHES) RESIDENTIAL CODE OF NEW YORK STATE. 8301 DESIGN CRITERIA V B GUARDS AND HANDRAILS d 200h FASTENER TYPE PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL f 4 FEET SPAN < 6 FEET SPAN < 8 FEET R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF Sh'ALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, HEIGHT AND FIRE AREA GUARD IN-FILL COMPONENTS 50h INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW L('ADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED NO. 8 WOOD SCREW- BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE PASSENGER VEHICLE GARAGES 0 BASED ANCHOR WITH 2 16 10 8 SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF HEIGHT FIRE AREA 50' INCH EMBEDMENT LENGTH LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES PROJECT: NO. 10 WOOD SCREW- CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. HEIGHT, BUILDING. ROOMS OTHER THAN SLEEPING ROOMS 40 BASED ANCHOR WITH 2 16 12 9 THE VERTICAL DISTANCE FROM GRADE INCH EMBEDMENT LENGTH PLANE TO THE AVERAGE HEIGHT OF UNLIMITED AREA SLEEPING ROOMS 30BASED ANCHOR WITH 2 16 16 16 1 1 R301.1.1 ALTERNATE PROVISIONS THE HIGHEST ROOF SURFACE 3 STORY Y4 INCH DIAMETER LAGSCREW- AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE -_.13'-2Y16" AS PER CHAPTER 5 OF THE AS PER TABLE 506.2 INCH EMBEDMENT LENGTH LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH IVA%6"Ev" INTERNATIONAL RESIDENTIAL CODE STAIRS 4o THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. I FOR SI: 1 inch = 25.4 mm, 1 FOOT = 304.8 mm, 1 pound = 4.448 N, 1 mile per hour = 0.447 m/s 1. AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 1h E IS I D E N ko E FOR SI: a. This table is based on 180 mph ultimate design wind speeds V,,, and a 45-foot mean roof height. TOTAL HEIGHT FROM RIDGE TO GRADE 15'-7" 1 POUND PER SQUARE FOOT = 0.0479 kPa, 1 SQUARE INCH = 645 mm?1 POUND = 4.45 N, b. Fasteners shall be installed at opposing ends of the wood structural panel, 2.AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD Fasteners shall be located a minimum of 1 inch from the edge of the panel. APPLIED OVER A 20-SQUARE-!NCH AREA. c. Anchors shall penetrate through the exterior wall covering with an Embedment length of 2 inches minimum into 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURE-S (ICC400) 305 FLINT STREET LUMBER SPECIES AND GRADE b, UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT the building frame. Fasteners shall be located a minimum of 2)Z inches from the edge of concrete block or concrete. BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES, OR WHERE THERE GREENPORT, NY, 11944 ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF d. Where panel are attached to masonry or masonry stucco, they shall be attached using vibration resistent anchors NOTE: ALL CONCRETE SHALL CONFORM TO THE STANr.ARDS AS SET FORTH IN CHAPTER 4, ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, having a minimum ultimate withdrawal capacity of 1,500 pounds. OR GREATER, WITHIN THE PLANE OF THE TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED "FOUNDATIONS"OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. SCTM: # 1000-48-02-7.1 ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD PROJECTS TO COMPLY WITH CHAPTER 4 RESIDENTIAL ENERGY EFFICIENCY,AS PER THE DRAWING TITLE: OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE 2020 ENERGY CONSEVATION CONSTRUCTION CODE OF NEWYORK PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS, PER 2020 RESIDENTIAL CODES WHICHEVER PRODUCES THE GREATEST STRESSES. OF NEW YORK STATE. d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. SECTION 8402, BUILDING THERMAL ENVELOPE OF THE ENERGY CONSERV00N CODE OF NEW YORK GENERAL NOTES e. SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. Projects shall comply with one of the following: AREAS OF STRUCTURE 1. Section R401 through R404 NEW CRAWL SPACE NA f. GUARD IN-FILL COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL 2. Section 8405 and the provisions of sections 8401 through 8404 indicated as "Mandatory" PRESCRIPTIVE ENERGY DESIGN CRITERIA REOUIRE111ENTS AS PER 2020 ENERGY NEW BASEMENT 34:2 sq. ft. FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 3. The energy rating index (ERI) approach in Section R406 CONSERVATION CONSTRUCTION CODE OF NEW YOiIIK STATE (2020 ECCCNYS), BASED EX. BASEMENT NA 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED ON THE 2018 EDITION OF THE INTERNATIONAL ENE:RGY CONSERVATION CODE AND NOTES: EX. FIRST FLOOR NA TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. (NY)TABLE 8402.1.2 a THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY Of THE g. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT ASHRAE 90.1-2016 DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE NEW FIRST FLOOR 34:2 sq. ft. - b SLAB d PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL THE JOISTS AND RAFTERS IS 42 INCHES OR' GREATER, OR WHERE THERE ARE TWO OR CLIMATE FMEgg�� SKYLoff GLAM CUM WOOD MASS FLOOR BASEMENT c CRAWL EX. SECOND FLOOR NA MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ZONE UTA UfACTOR FENESTRATION RNALUE FRAME WALL WALL RNALLIE WALL RNALUE SPACC FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT, THE NEW SECOND FLOOR NA ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN SHI3Cb,e &VALLIE RNAWEI FINALUE DI RNALLIE NOTE:THE SIZE OF ALL NAILING MATERIALS AND THE NAILING PATTERNS OF ALL MATERIALS DESIGN PRDFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR NEW BALCONY NA THE PLANE OF THE TRUSS 4 EXCEPT UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT LOFT NA THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS MARINE 0.32 0.55 0.40 49 20 OR 13+51' 8113 19 10/13 10.2ft 10/13 TO BE IN ACCORDANCE WITH TABLE R602.3(1) FASTEMNG SCHEDULE OF THE 2020 RESIDENTIAL FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. ATTIC (HOUSE)(0) NA BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: For SI: =1 1 foot = 3 1 04.8 mm . I I CODE OF NEW YORK SEAL: DATE: ATTIC (HOUSE)(b) NA 1. THE ATTIC AREA IS ACCESSIB'-E FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH a. R-values are minimums. U-factors and SHGC are maximums. When insulati)n is installed in a cavity which is less JULY 27, 2021 GARAGE NA BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS than the label or design thickness of the insulation, the installed R-value a' the insulation shall not be less than the NA NOT LESS THAN 30 INCHES R-value specified in the table. PROJECT NO: ATTIC GARAGEcCOPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC.( )( ) b. The fenestration U-factor column excludes skylights. The SHOC column apples to all glazed fenestration. t�� 1065-2020 BONUS ROOM NA ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED 2.THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN zz" 4-"!" ­ DRAWN BY: C. " 10/13 " means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the SCREENED PORCHES NA 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. UNDER FEDERAL COPYRIGHT LAW. BDK interior of the basement wall. SUNROOM NA PLANS MAY NOT BE REPRODUCED TROUT 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD "15/19" means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the CHECKED BY: NEW DECK NA MEMBER DEPTH. "15/19" shall be permitted to be met with R-13 cavity insulation on the interior of the WRITTEN AUTHORIZATION. "A interior of the basement wall. COVERED PORCHES NA -5 continuous insulation on the interior or exterior of the home. "10/13" means R-10 continuous ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF basement wall plus R SHEET NUMBER: THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE CE NA -13 cavity insulation at the interior of the basement wall. KEHL DESIGN ASSOCIATES, LLC, COVERED ENTRAIN insulation on the interior or exterior of the home or R --'4- DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS POOL HOUSE/ CABANA NA THAN 10 POUNDS PER SQUARE FOOT. d. R-5 shall be provided under the full slab area of a heated slab in additior to the required slab edge insulation THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE 684 ACCESSORY STRUCTURE NA R-value for slabs, as indicated in the table. The slab edge insulation for heated slabs shall not be required to PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN h. GLAZING USED IN HARNDAIL ASSEMBLIES AND GUADS SHALL BE DESIGNED WITH extend below the slabp�fl SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALLRBE APPLIED TO EACH OF THEA PROOF OF PURCHASE. Si G1 CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD ON THE e. Reserved IN-FILL COMPONENTS. THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONE f. Reserved Acceptance of these drawings does not authorize the right to build without (a) WITHOUT STORAGE ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. g. Alternatively, insulation sufficient to fill the framing cavity and providing not less than on R-value of R-19. the authorization of local governing agencies, such as Suffolk County Dept, DOB NUMBER: 01- (b) WITH STORAGE h. The first value is cavity insulation, the second value is continuous insulation, so "13+5" means R-13 cavity insulation of Health Services, Town Building Departments, DEC, FEMA, etc. plus R-5 continuous insulation. Verify all conditions, codes, and requirements with such agencies prior to i. Moss walls shall be in accordance with Section R402.2.5. The second R-valLe applies when more than half the construction. T) KEHbDESIGNIIASSOMTES, uc insulation is on the interior of the moss wall. STRONG—TIESIMPSON CONNECTORS — SPECIFIED FOR CONSTRUCTION USE A MINIMUM OF �.< F1', /lGia%/s7 .%.'/l//f TWO 8d NAILS THISDOJGt'%//,, MTS2 LTS20 - SIDE OF TRUSS. PROVIDE (1) HGAIOKT ON ;,% o �, •��^T`�� ,, !l��,j ALLOWABLE LOADS Z LOAD SIDE OF CEILING JOIST �� � FASTENERS �, ® ° - LATERAL WITH TOTAL FOUR MODEL GA UPLIFT UPLIFT (133/160) 8dx1}" CODE 8d NAILS AND ON SIDE OF RAFTER N0. TO TO TO AVG REF. INTO TRUSS RAFTERS/ ULT. NAILS TRUSS PLATES STUDS (133) (160) F F2 16o) SIMPSON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION TAKE-UP WASHER H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND = a KEHL DESIGN ASSOCIATES! PROPER INSTALLATION PROCEDURES LLC _ T residential & commercial design • consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 0 DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO o ARTJ'x12 e o P0.BOX 1615 phone: (631 433 9084 (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAIL o ° MODEL GA AVG p INTO °° Southold,New York 11911 E-Mail: stn654@optonline,net ULT. LFTA LFTA ° N0. WDTHSPANR L QTY DIA 1�„ 2„ 2�" 3„ 3�„ 1�„ 2„ 2�" 3" 31„ REF. EIGHTS °m° o° IN NAILSS P 4 Kehl Design Associates,LLC o formerly D A K Associates,LLC 1205 1400 5, 44, 85 INTO LFTA 16 2J" 17" 381"16-1Od — 4200 m r r. ' STUD ° OWNERSHIP & USE OF DOCUMENTS: S2 DOUG-FIR LARCH / so. PINE These drawings and specifications including the FASTENERS ALLOWABLE UPLIFT LOADS o MODEL L AVG 10d 10d x 14" CODE NO. ULT. REF. LFTA L S T A 21 10d 1O x 1�" property (133 / 160) (133) (160) ideas, design and arrangements represented therein, are theof KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be Simpson Strong-Tie copied, disclosed to others or used in connection MTS16 t6 14-10d 14-10d x 1�" 3116 1000 840 1000 3, 41, 128 ° HGA10 with any work or project other than for which ° TTTT o DETAIL "K" they have been prepared without written consent. MTS20 20 14-10d 14-10d x 14" 3116 1000 840 1000 3, 41, 128 ARTJ'x12 ° LST20 20 12-10d 12-10d x 14" 2383 775 720 720 3, 41CNW- ' °° COUPLER NUT DETAIL "Ell STU 8 - DOUG-FIR-LARCH Equal number of °' �SIMPS0N TYPE OF DIRECTION SO. PINE CODEALLOWABLE LOADS REF. specified Halls In ° TAKE-UP WASHER MODEL CONNEC- OF LOAD FLOOR ROOF 1 (133/ each e n d NO. TION (100) (125) 160 I • Simpson Strong-Tie G 515 645 670 • CS16 ART8"x12 LTP4 5 J 515 645 670 6, 39, 97 TAIL "H" H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS'''''(DF/SP) (133) HOLDOWN HOLDOWN ARTJ'x12 DEFLECTION DEFLECTION CODE MODEL STUDAVG LENGTH OF BOLT 2,3 AT HIGHEST MACHINE ULT. AT HIGHEST REF. NO. BASE BODY a ANCHOR ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE o HB SB W H B SO CL DIA'-a DESIGN LOAD DESIGN °p GA GA WHEN RAISED OFF QTY DIA 121^ 2" 22" 3" 32' S�" LOAD THE SILL PLATE ° 0 HD2A 16 12 4A" 2�" 2J" 8" 2 " �" 1176 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 0 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS D ND AVG SP W L STUD PLATE ULT. (133) REF./ (160) RODE SP4 3a" 71" -10d x 1j" 2917 735 885 7, 40, 127 o MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE GA NO. yy L NAILS 7000R( 133) (160) REF. °°0 WORK NOTES: LSTA21 20 1j" 1 21 16-10d 905 1 1205 1295 7, 40, 90 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE N D GA yy I_ NAILS FLOOR (133) (160) REF. Simpson Strong-Tie STU 5"- NO. 18 1 11" 1 24 18-10d 1 1025 1370 1640 1 7, 40, 90 LUS46 MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE SIMPSON L SPACING REF. HD2A NOT FOR TAKE-UP WASHER N0. (LENGTH ESD GA CUT LENGTH (TOTAL) (100) (133 / 160)Z o�. CONSTRUCTION OF ROLL IN A ROW) NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie 28-8d 1235 1650 2A" ARE TO BE TOP MOUNTED UNLESS OTHERWISE H6 CS16 iso' 14" 16 CLEAR SPAN +31" 7, 40, 90 NOTED. FAILURE TO COMPLY WITH ALL NOTES USE UNLESS MODEL DIMENSIONS FASTENERS DV -FIR FL H (1 PINE OW (11 ) LOADS ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION N0. GA W H EI HEADERS JOISTS AVG UPLIFT FLOOR 6d SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES IIT{11 THE 16d ULT. (133) (160) 10d 16d tOd 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. DETAIL x LUS46 18 34" 4J" 2 4-16d 4-16d 6076 1140 1160 1000 1150 1250 7, 40, 127 DETAIL "I11 COW CERTIFIED BY A HUS210-2 14 3A 9136 2 8-16d 8-16d 6076,175 2105 1650 — 1900 2065 1, 36, 84, 122 COUPLER NUT PROFESSIONAL DOUG-FIRLARCH/SO. ALLOWABLE A ART 'x12 S STU I I FASTENERS UPLIFT LATERAL CODE 8' AVG UPLIFT (133/160) REF. ENGINEER MODEL N0. GA uLT. SIMPSON TAKE-UP WASHER TO RAFTERS TO PLATES I TO STUDS (133) (160) F F2 160 HGAIOKT 1 14 4-SDSJ"01 " 4-SDS41"x3" 1523 435 1 435 1165 940 USE A MINIMUM OF S P 4 TWO 8d NAILS THIS CNW- SIDE OF TRUSS. COUPLER NUT TOTAL FOUR /. a SE A MINIMUM OF 55 P PROJECT: NAILS TWO 8d NAILS THIS MTS16STU INTO TRUSS SIDE OF TRUSS. SIMPSON SIMPSON 8" ANCHOR BOLTS INMTS16 TOTAL FOUR /. HD2A TAKE-UP WASHER Strong-Tie INTO TRUSS ° LSTA21 HUS210-2 RIVA a "01 I D H!, C E TWO °q ° ° Fl R E%003 tw 8 AIL TO PLATES EIGHT T 305 FLINT STREET AIL IN NAIL INTO Ni) 1► INTO ° DETAIL A I' STUD Simpson Strong-Tie PLATES -o I' CD H7 EI N IL ® GREENPORT, NY, 11944 DETAIL "D" DETAIL "G" DETAIL STUD INTO Simpson Strong-Tie LFTA H7 Simpson Strong-Tie DETAIL "L" ° R�D SYSTEM SCTM: # ,1000-48-02-7.1 LFTA DRAWING TITLE: LFTA Ridge Strapping NOTE: DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS BP RUN OFF FACTORS ASPHALT = 1.0 ROOF 1.0 �+ II LSTA30 ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE SIMPSON WINDLOAD ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS = 1'-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. CHARTS & CALCULATIONS 1'-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. 1'-0" DEEP POOL x 8' DIA. = 42.25 cu.ft, per vertical ft. STRONG-TIE DETAILS 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. ROOF AREA = 657 sq/ft / ROOF DRAINAGE ROOF 3"IITHROIJGH ROOF ROOF ' CALCULATIONS AND 5 3" v = A x R x c PLUMBING RISER DIAGRAM LTP4 2 2 A = 657 sq/ft NEW n LTP4 BATHROOM 2,• Boa 2•• R = 2 RAINFALL = .17 ft 2„ C = COEFF. = 1,0 LTP4 3 2 NOTES: st FLOOR V = 657 x 1 X .166667 = 109.5 C.F, THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DETAIL "C" r-LooR 2 . 2" 2 DESIIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO, INFRINGEMENTS WILL BE Simpson Strong-Tie 3 PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL / FT = 4.91 U.F. FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE LTP4 DETAIL "B" Floor-to-Floor Connections Ridge Strapping 3•, 109.5 / 22,3 VERTICAL FT.„ USE (1) 6 DIA, POOL 5-O DEEP = 5 V.F. DESIIGN PROFfESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR 4" F.A. VENT 6•• UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT C.O, ABOVE GRADE Detail 4�'�' OR FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. LTP4 C. „ Simpson S-t.rong-Tie 3 Floor-to-F (oor Connections SE ERAGSCWA APPROVED _ SEWERAGE SYSTEM 109.5 / 12.58 CU.FT / V.F. = 8.7 V.F. 'SEAL: DATE: USE (2) 4' DIA POOL 4'-6" = 9 U.F. , JULY 27, 2021 ALL SIMPSON HANGERS HAVE BEEN C=RTIFIED BY AN ENGINEER TO HAVE A CAPACITY PLUMBING RISER DIAGRAM (NTS) PROJECT NO: EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. POOLS TO BE PLACED ON OPPOSITE SIDE OF 1065-2020 .d'r�6�'Q I� ,'���°,. DRAWN BY: HOUSE AND/OR LEADERS TO BE PIPED TO � � w. BDK / CON �. 0,.. , NO SUBSTITUTIONS POOLS (1/2 OF THE ROOF TO DRAIN TO EACH ��` �.,� CHECKED BY: R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE �' �:a� '+° All framing hardware shown on these plans, POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTICy N ART THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS INCLUDING DEAD LOADS LIVE LOADS ROOF LOADS FLOOD LOADS SNOW LOADS WIND ) unless otherwise indicated, is Simpson Strong-Tie,Tie, R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTSSYSTEM AND MIN, OF 10 FEET FROM FOUNDATION). ,�`ti..:�•�..,,<,.. UMBER: LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A t"®t-- --- ,,t No substitutions are approved or authorized, COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES �� �r,,j� Due to the relationshi s of framing hardware to `n�` 0� FB4 G2 p g CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA '„� >`� the other components of the structure, any framing WHERE TRAFFIC IS TO BE PRESENT. Q' SlO���” hardware substitutions will render these plans R301.1.1 ALTERNATE PROVISIONS null and void, and will result in the installer/contractor AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS �.% DOB NUMBER: OF assumng responsibility for the design and iUSED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. IF A MULTIPLE POOL SYSTEM IS USED AROUND THE performance of the entire system, 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) BE DIVERTED TO EACH POOL. ;® IEII-DESIGN•ASSOCIATES, uc 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) d TTqq 11 I �� Install Stet N Window System M KEHL DESIGN ASSOCIATES Lw "z 18" Anchor Bolts PJEW to Meet NYS 2020 Building NEW residential & commercial design • consulting CW 14L Code CW 141 — — — — — — — 1— — — — — — — — — — — —,- — — — — — — — — — - - - - - - o PO,Box 1675 phone: 1631�433-9084 r — — — — — — — — — — - — — I N Verity Soil Conditions Southold,New York 11911 E-Mail: ssbn654@optonline.net Provide Double Provide Double I I to Insure that the 2x8 ACQ Window "x 18" Anchor Bolts 32"oc, 2x8 ACO Window I I Soil will not be 5„ I I and Door Bucks and Door Bucks Undermined beneath Kehl Design Associates,LLC o formerly D A K Associates,LLC g x 18" Anchor Bolts I I I °� the Existing PROVIDE HURRICANE STRAPPING Around all Units Around all Units Installed in the Installed in the I I Foundation IN ACCORDANCE WITH THE '-0" -0" -0" OWNERSHIP & USE Ok DOCUMENTS: cD Provide Double I Foundation Walls Foundation Walls 2020 RESIDENTIAL CODE 1'-8" OF NYS. These drawings and specifications including the" " ideas, design and arrangements represented 2x8 AGO Window I and Door Bucks ` I I � e"x 18" Anchor Bolts 32"oc. ' therein, are the property of KEHL DESIGN Around all Units I I II ASSOCIATES, LLC. No art thereof shall be Installed in the � � 21'_8" 2'-4° p NOTE: VERIFY ALL DIMENSIONS TO copied, disclosed to others or used in connection Foundation Walls 10'-10"- 10'-10° 3'-0" -4° -0" �'-0° -0" with any work or project other than for which OINSURE FLOORS OF NEW ADDITION they have been prepared without written consent. Provide 2 2X8 AGO Buck Verify Soil Conditions I I o I I Around the Door Opening 2' 61 to Insure that the o o ALINE WTH FLOORS IN EXISTING n Soil will not be o HOUSE. e"x 18" Anchor Bolts I 30"z 30"x 8"Cont. Ft I l -c> o 9 Undermined beneath I Ig _ REV: I I I I W/(5) #5 Rebar E.W. the Existing �x 3 �, � L _.-- 54"z9" LVL Flush Girder Foundation ALL HEADERS ARE TO BE 04-28-21 See Stair and Porch Detoil (2)1/"X 9Y" LVL UNLESS o I II OTHERWISE NOTED Provide (2)2X8 ACO Buck L —I Around the Door Opening I I 7 I 10'-10" 11'-2" NOTE: VERIFY ALL DIMENSIONS INSURE WALLS OF NEW ADDITION B — —F I ,�" 2" ( I LINE-UP WITH WALI S IN HOUSE. Verify Soil Conditions ( I Verify Soil Conditions o 8"x 18" Anchor Bolts I 2 6" t to Insure that the I to Insure that the 30"x 30"x 12"Cont. Ftg. ' Soil will not be I 5 5 Rebar E.W. Undermined beneath I I Soil will not be NOTE: PROVIDE FIRE BREAKS W �( ) � Undermined beneath " " s°x 18Anchor Bolts 32oc. the Existing I I AS S ENTIAL Foundation Foundation I FOOTING DETAIL 9 ( I the Existing THE 2020 RESOCODES Of " I I NEW YORK STATE. o J% 18" Anchor Bolts 32"oc. I I I I PROVIDE HURRICANE STRAPPING L — — — — — — — -- - - - - - - - - - - - - - - -T- - - - - - - - - - WORK NOTES: IN ACCORDANCE NTH THE. SUBFLOOR 2020 RESIDENTIAL CODE B 23'-0" 2'-4" OF NYS. 10 PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE 25' 4" LAYOUT PLAN ,TOTE VERIFY ALL DIMENSIONS TO NEW FOUNDATION 2020 RESIDENTIAL CODE OF NYS. INSURE FLOORS OF NEW ADDITION Scale: ^_ 1r-0^ NOT FOR ALINE WITH FLOORS IN EXISTING A NOTE: VERIFY ALL DIMENSIONS TO CONSTRUCTION HOUSE. O / FOOTING PLAN INSURE FLOORS OF NEW ADDITION ALINE WITH FLOORS IN EXISTING USE UNLESS ALL HEADERS ARE TO BE Scale:4"=1 '-0" (2)134"X 9Y" LVL UNLESS A HOUSE. CERTIFIED BY A OTHERWISE NOTED 1 PROFESSIONAL ALL HEADERS ARE TO BE (2)1%1 9Y" LVL UNLESS ENGINEER NOTE: VERIFY ALL DIMENSIONS 25' 4• OTHERWISE NOTED INSURE WALLS OF NEW ADDITION LINE-UP WITH WALLS IN HOUSE. '-0" 15'-7Y•- ---4-82° REPLACE EXITING NEW NEW NEW 2646NEWITH NOTE: VERIFY ALL DIMENSIONS CW135R #135L CW1351 INSURE WALLS OF NEW ADDITION TW3446 NOTE: PROVIDE FIRE BREAKS — 77 AS PER — LINE-UP WITH WALLS IN HOUSE. — — — THE 2020 RESIDENTIAL I Provide Drain CODES OF I Pan Beneath Washer NOTE: PROVIDE FIRE BREAKS Dryer Existing Existing AS PER NEW YORK STATE. � I —� — — Dryer I — — — Laundry THE 2020 RESIDENTIAL PROJECT: ExistingBathroom CODES OF ( I Existing Bedroom ROOM NEW YORK STATE. Existing Kitchen P RIVA -3Y" — — Master Bedroom _o'_ —Bathroom 10 Laundry Existing Dining Area glow I ..Um �- 00U i= -10' 171 -1 v � — — —1 CID C1�9 See Stair and Porch Detail Attic I ® Hall o CD I As I Existing Existing 305 FLINT STREET �869 � 2868 L — J Closet Closet 2868 G R E E N P O RT NY 11944 _ zo M N N ® SCTM: # 1000-48-02-7.1 — — o 'DRAWING TITLE: B co i 102 CD o CD o Master bedroom Master Bedroom12, o" Existing Living Room Existing Bedroom FOUNDATION FOOTING PLAN AND Master Bedroom FLOOR PLANS Office/Sitting Room 24'-1(Y2• NOTES: RELOCATED RELOCATED NEW REPLACE EXISTING THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE TW2646 2" TW2646 TW3446 2646 WITH PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL M. NEW FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE TW3446 DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR -4)/2'' 13'-0" 5'-11Y" UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT 25'-4° B EXISTING FIRST FLOOR PLAN FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: NEW FIRST F PLAN sca�e:4^= PROD CTY N27, O: 2021 Scale:4^= �'-o^ �— = EXISTING BUILDING °�"o '' �1 DRAWN BY: . w 1065-2020 to 4 f®��' �•� , h R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE ?° .•� �;► CHECKED BY: _*� a R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND © COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARESHEET NUMBER:�- ' LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A PROTECTED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WITHOUT �`�` = _ 7— �;; b� WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE UP F8 `` : A 1 01 R301.1.1 ALTERNATE PROVISIONS PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. e � t AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such KIMIDERCIN"ASSOQA'IPS,uc 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. - —_ - _ - —_--__— -- -_ ' ' � ~ ~ - - o ' ^ — / � ~ ` %� � ''✓��//r��6l�i'i:! __ PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE KEHL DESIGN ASSOCIATES) LLC - I 11_LI�I IIII W LLLLJI II II 2020 RESIDENTIAL CODE ���� J�J ;! ! ULLJ 1\/11\11\1/ I L III IIII \LI I I�L I OF NYS. jI_U� l--\I-JJ. LIJ I LLJ L I LL L I L I l LL LI I X111;Ij_ residential & commercial design . consulting U I\ \ 1ll �I LLIULI L l IL \I U11.LTJ I I I\I L I I�i I I I I 1 11 1 LLL \\1-117L!, _lL\L� L l U W l l\ I I1��1\LI ISI_ \ll�1ll111�1�J LW1\�LI1JIM �WJ\_\ 1 \ \ I I V I I I III I I I I IIII �,lLU lI I L I I I \ll Lli�ll P0.Box 1675 phone: (631)433-9084 '14a II IL\L(1 IIIIILIII I��L� LJ \ 1 NOTE: vERIFYALLDIMENSIONSTo uSouthold,New York 11911 E-Mail: ssbn654s@otonline.net INSURE FLOORS OF NEW ADDITION II LI II I II \i_iL �1 ssbn654@optonline.net WITH FLOORS IN EXISTING I � HOUSE. Kehl Design gssociates,LLC formerly D A K Associates,LLC - -- -- _ NEW fJEW ELOCATED ELOCATED PJEW NEW NEW NEW 7WNERSHIP & USE OF DOCUMLNTS: TW2646 TW2646 TW3446 TW3446 TW3446 CW135L CW135L CW135R ALL HEADERS ARE TO BE j These drawings and specifications including the (2)13/"X 9Y" LVL UNLESS ( ideas, design and arrangements represented - OTHERWISE NOTED therein, are the property of KEHL DESIGN -- ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which NOTE: VERIFY ALL DIMENSIONS INSURE LLS 0 NEW ADDITION they have been prepared without written consent. WA F N LINE-UP WITH WALLS IN HOUSE. j \� REV: 11 11 H NOTE: PROVIDE FIRE BREAKS \ 04-28-21 AS PER lB I H 10-17-21 THE 2020 RESIDENTIAL - \ CODES OF NEW YORK STATE. n D SOUTH ELEVATION IN O RT H ELEVATION! OCT 212021 TO SCALE: 1/4"= 1'-0" 'VN OF SOUT SC6 ALE: 1/4"=1'-0" HOLD Hurricane Strapping Hurricane Strapping a Ridge Vent 2x8 Rafters - 16"oc. Match Existing Ridge Ven[ 3.. p. 3,. 21" p. ' CDX Roof Sheathing �1'_p".� 14 x9Z LVL Ridge 2"' CDX Roof Sheathing 14 x92LVL Ridge 2x8 Rafters - 16"oc. Match Existing WORK NOTES: Ice and Water Sheild Ice and Water Sheild 2xb-16 oc. 2x4 Broos 16"oc. GAF Architectuol Roof Shingles O„ GAF Architectual Roof Shingles �I O',� Hurricane Stropping 2x6 /20 Strongback Hurricane Strapping 110 0 1x6 Ceclor Foscia's 2x8-16"oc. 1x6 Cedar Fascitis F= (Match Existing) R-49 Insulation R-49 Insulation (Match Existing) R-49 Insulahon R-49 Insulation NOT �� 3' NG Cedar T-111 $' NG Cedar T-111 CONSTRUCTION RELOCATES RELOCATED Vented Soffit to Match Existing Vented Soffit to Match Existing TW2646 /� TW2646 Master Bedroom USE UNLESS Master Bedroom Master Bedroom Exterior Sheathing 21" Exterior Sheathing Master Bedroom CERTIFIED TIF' ® BY Grace House Wrap or Equal R-21 Insulation Match Existing Subfloor Heights Grace House Wrap or Equal R-21 Insulation Match Existing Subfloor Heights fl d Board and Batten Board and Batten oaran „ Siding to Match CDX Subfloor (match Existing) Siding to Match i CDX Subfloor (match Existing) PROFESSIONAL Existing TJ1210 x 92' - 16"0c. Existing — TJ1210 z 91" - 16"oc. ENGINEER i Hurnfane Strapping 'I r:Cw urJ;,d-��li ',-'—T+r• -„,ter, a-,-,�—....----r-- -„n—.s�,.„.. 54"x921" LVL Flush Girder 541"x921” LVL Flush Girdn 92 Perimeter Boom I miff g'x 18” Anchor Bolts 32"oc. R-30 Insulation R-30 Insulation See Stair and Porch Detail See Stair and Porch Detail (2)#5 Horizoniol Reba 2' Sheetrock I ' Sheetrock R-30 Insulation 7" Sheetrock R-30 Insulation 4" PC Slab New New New New w/ Poly Vapor Barrier ( B" PC. Foundation 8" PCFoundation Basement Basement . Basement Basement #5 Vertical Rebar 48"oc. i 8" ( PC. Stairs gDamp Proofing SePFootingto 3�l„ Dia. A36 Standard Steel Pi e 3r Din. A36 Standard Steel Pipe PROJECT:LJL J with 8"x12"x l" Base and maintain 3'-0" u with 12"xl2'x l" Bose and t" 3"x 12"x 3" Ca with 3" hole 1 I PLJ-1 3qx 7'-4", A36 Standard Steel Pipe Below Final Grade 31"x 12"x B" Cap with g" hole : $ pain each corner.with 12"x12"x 7" Bose and ! in each corner. Dutch Wall Verify Soil Conditions IVIV12"', IVA S U 4" PC Slab 3"x 12"x " Cap with e" hole Step Footing to 4" PC Slab to Insure that theh Ni— — II I I — — — — — — — — — I I (2)#5 Horizontal Rebar w/Poly Vapor Barrier in each corner. maintain 3-0" w/ Poly Vapor Barrier Soil will not e -� Undermined beneath —� I — — — — — -t-� Below Final Grade 2" 2' e% I ram... lll� F% r 1411111111:1h, rnm the Existing ^J RE Foundation ; tt IDRYWELL I I T 30% 30"x 12'Conc. Ft . (2)#5 Rebar Long g Drywell E ] 2, 6 (3)#5 Rebar Long 24°x 8' 24'z 8" Step Footing to — — Way 6"oc. W/(5) #5 Rebar E.W. Way Coo. Conc. Footing Conc. Footing maintain S-0" 30"x 30% 12"Conc. Flg Y l i — — — — — — — — — — — — — — — — — — — (Min. 3'-0" Below Below Final Grade W/(5) #5 Rebar E.W. (Min. al Gr Below Final Grade) Final Grade) 305 FLINT STREET CROSS SECTION A ��EENPORT, NY, 11844 PROVIDE HURRICANE STRAPPING ELEVATI w IN ACCORDANCE WITH THE WEST SCALE: 1/4"= 1'-0" ® 2020 RESIDENTIAL CODE SCTM: # 1000-48-02-7.1 OF NYS, roROSS S �CTI � I Vi DRAWING TI1LE: SCALE: 1/4"=1'-0" 1 SCALE: 1/4"= 1'-1 �JOJ2 NOTE: VERIFY ALL DIMENSIONS TO INSURE FLOORS OF NEW ADDITION ALINC WITH FLOORS IN EXISTING PROVIDE HURRICANE STRAPPING HOUSE. ELEVATIONS AND 1ACCORDANCE SIDENTIALWITH CODETHE 2020RCROSS SECTIONS OF NYS. ALL HEADERS ARE TO BE (2)13/"X 9%" LVL UNLESS OTHERWISE NOTED NOTE: VERIFY ALL DIMENSIONS TO NSFLOORS OF NEW ADDITION THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE ALINENE WITH FLOORS IN EXISTING NOTE: VERIFY ALL DIMENSIONS NOTES: HOUSE. INSURE WALLS OF NEW ADDITION DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE Master Bedroom LINE-UP WITH WALLS IN HOUSE. PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE ALL HEADERS ARE TO BE Woad Handrail DESIGN PRDFFESSIONAL ASSUMES No LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR (2)13/"X 9Y° LVL UNLESS NOTE: PROVIDE FIRE BREAKS UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT OTHERWSE NOTED 2x2 Balusters AS PER FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. THE 2020 RESIDENTIAL Wood Handrail CODES OF SEAL: DATE: NOTE: VERIFY ALL DIMENSIONS INSURE WALLS OF NEW ADDI-TOJECT N0: ON l� K A JULY 27, 2021 �, PR :" ':. . . „ 4x4 /,CO Posts 2x6 AO FJ. 1�oc.— Cji' �w to �� LINE-UP WITH WALLS IN HOUSE. ��t, O `. 1065-2020 2x8 A O Girders 2x10 ACO Skirt Board rj ;. ,:�',�4�. •.a=. .acs ® 1. CO DRAWN BY: BDK NOTE: PROVIDE FIRE BREAKS �. AS PER Conc.Wall (Stairs) Galy Carriage Bolts R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE CHECKED BY: THE 2020 RESIDENTIAL '�= ' �' R )' C COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE � �- CODES OF R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRU(,TED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND 0 , . ,�^ .:: '! SHEET NUMBER: PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT \ '" " NEW YORK STATE. LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE, THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A �, Stair and Porch Detail COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM "HEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES WRITTEN AUTHORIZATION, ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENT OF THIS SECTION. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE ' c, cad '` Al 02 SCALE:1/4"= 1'-0" R301.1.1 ALTERNATE PROVISIONS PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. . ^ AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. DOB NUMBER: OF Acceptance othese drawings does not authorize the right to build without the authorization 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-Ah"O TWO FAMILY DWELLINGS (AISI-S230) Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such KEMDESIGN•ASSOQAM uc 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. GENERAL NOTES: , SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION - 7�'. . ,;,£:.. , i �,'��.' C 0 hil' T R A C T 0 R N 0 T E SGeneral Notes: �� � . -ILLI - 5"�2�' i 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW Y1'iVYC���I�VI�b CODE OF ;`; ��� ___ __'�-� � �1 �-� �� i � Wood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. H 6 - GENERAL_ NOTES: 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir/Larch #2 or better. r i9Il . GATE: 7•v�0•_ oZ B.P.#r %-, WJIMTNI 2• FIRE SAFETY: 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. FEE: J By: KEM DESIGN ASSOCIATES, 1 • ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2020 RESIDENTIAL A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BU �jf SSOCIATLLC CODE OF NEW YORK, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE 3. Nailing schedule shall be in accordance with the specified code. B. LOCKED AREA. 765-1802 8 AM TO 4 PM FOR THE residential & commercial design . consulting PRACTICES. FOLLOWING INSPECTIONS: 2 4. Pre-manufactured trusses. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF a. All trusses shall be "shaped" as shown on architectural cross sectons. 1. FOUNDATION - TWO REQUIRED BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, b. Trusses shall bear a boca number and shall be manufactured by a registered manufacturer. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MAN UFAF6ARF6�JA_E6WN SUCH PO 15 phone: (631)433-9084 AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES MATERIALS ARE TO BE KEPT AWAY FROM HEAT. 2. ROUGH - FRAMING 8 PLUMBING Southold, New York 11971 E-Mail: ssbn654@opton1ine•ne1 3 5. Erect and brace trusses in accordance to truss plate institute recommen(Intions. I 3 SULATION MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SP k'PNAL - CONSTRUCTION MUST Kehl Design Associates,LLC a formerly D A K Associates,lLC SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 6. Plywood sheathing. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS, BE COMPLETE FOR C.O. ''""'�'�"'���"'' ?�'�i'%/;"'m`�`•���/Ti��'"":'®�����'��'�`' 4• a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHU I OFF AFTER WORKIRE (REM , CTION SHALL MEET THE �wNEr{SHIP & U5L Ut DOCUMENTS: 5• corporation or equal. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL :-,AS LEAKAGE IN THREQUIREME S NZWC THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED VQ§� �yW0 These drawings and specifications including the CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 7• All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 3r better. GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY DESIGN OR CONSTRUCTION ERRORS. therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be 3. DUST CONTROL: copied, disclosed to others or used in connection OR DURING THE EXECUTION OF THE WORK. 8. Design values: with any work or project other than for which 6. a. Framing Lumber: DF (north) No. 2 or better A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA, they have been prepared without written consent. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: E = 1 ,600,000 PSI PLUMBING, ELECTRICALS, ETC. Fv = 95 PSI B• CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS KE, RY' PARTITIONS OR 7, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH Fb - 825 PSI n CJ ` PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, C. HEAVY DROP CLOTHS. THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE QCCur $� REV: AMENDED TO PLANS DATED JULY 21, 2021 8 9. Design values: BUILDIN �� �R14 I .E EESSIVE ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN a. Laminated Veneer Lumber (LVL): ACCUMULATION. G (+ff ' � � THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E 1 ,900,000 PSI ��TvjoU� CjG 9 Fv = 285 PSI Fb = 2600 PSI 4. NOISE AFTER HOURS: c a�G�pANC Addendum Plan To Existing Plan THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE 1 DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. KEHL DESIGN ASSOCIATES LLC. NOTE A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WOR':<ING HOURS: 89, TO 6PM, MONDAY TO FRIDAY, In The Town 0 10. B. EXCEPT LEGAL HOLIDAYS. f Southold Building ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSFPING THE CONSTRUCTION OF THIS BUILDING. Department 1 1 . THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED TED PARTIES TO WORK OTHER THAN REGULAR HOURS. f ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. Rivas Residence OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC, NO CONSTRUCTION 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. 12. WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. AKEHL ASSOCIATES HARMLESS FOR ANY CONSTRUCTION CES WORK WILL OTNEIGH BORS BCONFINED THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH CONSTRUCTION MEANS, MET ODS TECHNIQUES, SEQUENCES ORPROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES THEHER 305 Flint Street THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS ARISING FROM Greenport, NY 11944 RESOLUTION. THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALSO IMPLIES 6 SPECIAL SAFETY NOTES 13• THAT KEHL THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND ACCORDANCE D WITH THE DRESIGN AWING ATES LOR CONTRACT DOCLC. SHALL TAKE OUMENTSONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE WORK IN ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE PLAN # 1065-2020 HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYE=ES AS WELL AS OTHERS AND IN THE CARE OF THE 14. DOCUMENT NOTES PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSnCIATES, LLC. HARMLESS FROM ANY CLAIM, THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR RESOLUTION. LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED U"'DER THIS AGREEMENT. CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. CLIMATE GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD ALL STRUCTURES TO CONFORM WITH THE 2020 RESIDENTIAL CODE 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION I�OT FOR ZONE `,SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE OF NEW YORK STATE SECTION R301.2.1.2 PROTECTION OF OPENINGS. IN ACCORDANCE WITH CHAPTER 3, SECTION R314 OF THE 2020 RESIDEINTIAL CODE OF NEW YORK STATE. CONSTRUCTION LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY 4A 25 lbs/sgft 130 (mph) C SEVERE 3'-p" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C R301.2.1.2 PROTECTION OF OPENINGS. USE UNLESS GLAZING IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. GLAZED NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF CHAPTER 3 OF THE 2020 OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E1996 AND RESIDENTIAL CODE OF NEW YORK STATE TABLE 8301.5 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, ASTME E1886 AS MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET CERTIFIED BY /`'�/� l (IN POUNDS PER SQUARE FOOT) THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR 4NSI/DASMA 115. DESIGN CRITERIA NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3 SECTION R303 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE EXCEPTION: FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. PROFESSIONAL PRESCRIPTIVE DESIGN OCCUPANCY OR USE LIVE 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS LOADS 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF %6 INCH (11mmENGINE ) AND A SPAN OF NOT MORE THAN 8 FEET (2438mm) - !I''I'=--R b SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS SHALL BE PREL'IJT AND ATTACHED TO THE FRAMING SURROUNDING THE NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3, SECTION 310 OF _I-1E 2020 RESIDENTIAL CODE OF NEW YORK STATE USES(s) AND OCCUPANCY CLASSIFICATION(s) UNINHABITABLE ATTICS WITHOUT STORAGE10 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELF SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT SHALL BE DESIGNED TO RESIST THE b,g COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE R301.2(2) OR ASCE-7, WITH THE PERMANENT - USE F OCCUPANCY UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 COR RISION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING, ATTACHMENT ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO VE A CAPACITY IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A MEAD ROOF HEIGHT OF 45 FEET (13,728mm) OR LESS RESIDENTIAL R-3 (SINGLE FAMILY) HABITABLE ATTICS AND ATTICS SERVED ATH FIXED STAIRS 30 WHERE WHERE THE ULTIMATE DESIGN WIND SPEED V,,I, IS 180 MPH (290kps) OR LESS. EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED r irC TACH CASE, TABLE R301.2.1.2 WIND-BORNE DEBRIS PROTE,.TION FASTENING SCHEDULE FOR WOOD NAILING NOTES: TYPE OF CONSTRUCTION (CHAPTER 6) BALCONIES (EXTERIOR) AND DECKS (e) 40 STRUCTUAL PANELS a,b,c,d ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCWFDULE OF CHAPTER 6, TABLE R602.3(1) OF THE 2020 TYPE GROUP FIRE ESCAPESRESIDENTIAL CODE OF NEW YORK STATE. i L`E' r; IJ V r 40 FASTENER SPACING (INCHES) R301 DESIGN CRITERIA rAY 1 ? 91 V E GUARDS AND HANDRAILS 200h FASTENER TYPE PANEL SPAY 4 FEET < PANEL 6 FEET < PANEL tLk < 4 FEET SPAN < 6 FEET SPAN < 8 FEET R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF `:HALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, a GUARD IN-FILL COMPONENTS f h INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED TOWN OF OUTHOLD HEIGHT AND FIRE AREA 5o NO. 8 WOOD SCREW- BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE 0 BASED ANCHOR WITH 2 16 10 8 HEIGHT FIRE AREA PASSENGER VEHICLE GARAGES 500 INCH EMBEDMENT LENGTH SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES No. 10 WOOD SCREW- CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. PROJECT: HEIGHT, BUILDING. ROOMS OTHER THAN SLEEPING ROOMS 40 BASED ANCHOR WITH 2 16 12 9 THE VERTICAL DISTANCE FROM GRADE INCH EMBEDMENT LENGTH PLANE TO THE AVERAGE HEIGHT OF UNLIMITED AREA SLEEPING ROOMS 30 8301.1.1 ALTERNATE PROVISIONS THE HIGHEST ROOF SURFACE 3 STORY Y4 I CH DIAMETER ALWS 2W 16 16 16 AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THER I VAS =13'-2Y,6" AS PER CHAPTER 5 OF THE AS PER TABLE 506.2c INCH EMBEDMENT LENGTH LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH INTERNATIONAL RESIDENTIAL CODE STAIRS 40THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. FOR SI: 1 inch = 25.4 mm, 1 FOOT = 304.8 mm, 1 pound = 4.448 N, 1 mile per hour = 0.447 m/s 1. AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) L mvz&fes' 'VE-m- N A 3 1 [1: FOR SI: a. This table is based on 180 mph ultimate design wind speeds V„it and a 45-foot mean roof height. 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) TOTAL HEIGHT FROM RIDGE TO GRADE 15'-7" 1 POUND PER SQUARE FOOT = 0.0479 kPa, 1 SQUARE INCH = 645 mm?1 POUND = 4.45 N, b. Fasteners shall be installed at opposing ends of the wood structural panel. a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD Fasteners shall be located a minimum of 1 inch from the edge of the panel, APPLIED OVER A 20-SQUARE-INCH AREA. 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) 305 FLINT STREET b. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT c. Anchors shall penetrate through the exterior wall covering with an embedment length of 2 inches minimum into LUMBER SPECIES AND GRADE the building frame. Fasteners shall be located a minimum of 2Y2 inches from the edge of concrete block or concrete. GREENPORT, N I , 119 BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES, OR WHERE THERE `'�/ ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF d. Where panel are attached to masonry or masonry stucco they shall be attached using vibration resistent anchors NOTE:ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 4 ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, havinga minimum ultimate withdrawal capacity of 1,500 pounds. OR GREATER, WITHIN THE PLANE OF THE TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED P y P "FOUNDATIONS"OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. SCTM: # 1000-48-02-7.1 ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD PROJECTS TO COMPLY WITH CHAPTER 4 RESIDENTIAL ENERGY EFFICIENCY,AS PER THE DRAWING TITLE: OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE 2020 ENERGY CONSEVATION CONSTRUCTION CODE OF NEWYORK PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS FUER 2020 RESIDENTIAL CODES WHICHEVER PRODUCES THE GREATEST STRESSES, OF NEW YORK STATE. d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. SECTION R402, BUILDING THERMAL ENVELOPE OF THE ENERGY CONSERVATION CODE OF NEW YORK GENERAL NOTES AREAS OF STRUCTURE e. SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. Projects shall comply with one of the following: __.-- ,, Section R401 through 8 PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMIENTI S AS PER 2020 ENERGY NEW CRAWL SPACE NA f. GUARD IN-FILL COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL 2. Section 8405 and the provisions of sections 8401 through R4D4 indicated as "Mandatory" FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 3. The energy rating index (ERI) approach in Section R406 CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE (2020 ECCCNYS), BASED NEW FINISHED BASEMENT 494 sq. ft. 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED � NOTES: EX. BASEMENT NA TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. IAM TABLE 8402.12 a ON THE 2018 EDITION OF THE INTERNATIONAL ENERGY CONSERVATION CODE AND EX. FIRST FLOOR NA 1 J THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE g. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT ASHRAE 90.1-2016 DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE NEW FIRST FLOOR NA b c THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR CLIMATE FEMEsrRAT1oN sKrtx�fr ouzo CERAJO WOOD tdASS FLOOR BASEMENT sLAs d CRAWL _- PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL EX. SECOND FLOOR NA MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ZONE U-FACTMRb LI-FACTOR FENESTRATION R-VALUE FRAME WALL WALL • R-VALUE WALL R-VALUE SPACE FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE NEW SECOND FLOOR NA ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN SWCb,e R•VALUE 11,14MME, RN UE BDITWI R•VALUE NOTE:THE SIZE OF ALL NAILING MATERIALS AND THE NAILING PATTERNS OF ALL MATERIALS DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR THE PLANE OF THE TRUSS MARINE 0813+5' UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT LOFT NA THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS M NEW BALCONY NA aARINT 0.32 0.55 0.40 49 208/13 1s 10/13 10,21t 10/13 TO BE IN ACCORDANCE WITH TABLE R602.3(1) FASTENIING SCHEDULE OF THE 2020 RESIDENTIAL FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. ATTIC (HOUSE)(o) NA BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: For SI: = 1 foot = 304.8 mm CODE OF NEW YORK SEAL: DATE: ATTIC HOUSE b NA 1. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH a. R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less APRIL 22, 2022 GARAGE NA BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS than the label or design thickness of the insulation, the installed R-value of the insulation shall not be less than the PROJECT NO: NOT LESS THAN 30 INCHES R-value specified in the table. ATTIC (GARAGE)(o) NA 0 COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED BONUS ROOM NA 2.THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN b. The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. 1065A-2020 `-..;, ,�,_• C. " 10/13 " means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the " "r •• ".,y DRAWN BY: SCREENED PORCHES NA 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. UNDER FEDERAL COPYRIGHT LAW. F, tib' interior of the basement wall. BDK SUNROOM NA PLANS MAY NOT BE REPRODUCED WITHOUT 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD �" S• +r NEW DECK NA "15/19° means R-15 continuous insulation on the interior or e>terior of the home or R-19 cavity insulation at the ,,,� CHECKED BY: MEMBER DEPTH. WRITTEN AUTHORIZATION. �. d COVERED PORCHES NA interior of the basement wall. "15/19" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the home. "10/13" means R-10 continuous ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE KEHL DESIGN ASSOCIATES, LLC, 1 F .�--�-- STILET NUMBER: COVERED ENTRANCE NA insulation on the interior or exterior of the home or R-13 cavityinsulation at the interior of the basement wall. 'r1 � DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS POOL HOUSE CABANA NA THAN 10 POUNDS PER SQUARE FOOT. d. R-5 shall be provided under the full slab area of a heated slab in addition to the required slab edge insulation THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE : -y- ACCESSORY STRUCTURE NA R-value for slobs, as indicated in the table. The slab edge insulation for heated slabs shall not be required to PLANS IS LICENSED EXCLUSIVELY TO THE BUYER WITH WRITTEN9y h. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A extend below the slabG 1 SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE PROOF OF PURCHASE. ���� .: CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD ON THE e. Reserved -- s= ^ <W IN-FILL COMPONENTS. THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONE f. Reserved Acceptance of these drawings does not authorize the right to build without � `_ ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. the aUtharlZatlOn Of IOCUI governing a iK Suffolk County Dept. `"` -�°J�^ DOB NUMBER: OF (a) WITHOUT STORAGE g. Alternatively, insulation sufficient to fill the framing cavity and p-oviding not less than on R-value of R-19. g g gences SUCas ouny p (b) WITH STORAGE h. The first value is cavity insulation, the second value is continuous insulation, so "13+5" means R-13 cavity insulation of Health Services, Town Building Departments, DEC, FEMA, etc. plus R-5 continuous insulation. Verify all conditions, codes, and requirements with such agencies prior to i. Mass walls shall be in accordance with Section R402.2.5. The second R-value applies when more than half the construction. ® KEHbDESIGN-A',SSOCIATES,uc insulation is on the interior of the mass wall. SIMPSON STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION ;; -%: �,/ /i%� USE A MINIMUM OF F,,. i/�. /r<-, r TWO BdNAILS THIS MT520 LTS20 A PROVIDE EI HGAtOKT ON 1\y" SIDE OF TRUSS. FASTENERS ALLOWABLE LOADS ''z LOAD WITH TOTAL FOUR o MODEL G UPLIFT UPLIFT CODE 8d NAILS LATERAL /. ® SIDE OF CEILING JOIST (133/160) 8dx1}" ° AND ON SIDE OF RAFTER No. TO TO TO AVG NAILS REF. INTO TRUSS RAFTERS/ ULT. F F (133& STU TRUSS PLATES STUDS (133) (160) , z SIMPSON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION = TAKE-UP WASHER H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND KEHL DESIGN ASSOCIATES izc PROPER INSTALLATION PROCEDURES ,�— � residential & commercial design • consulting H6 16 8-Sd 8-Sd 3983 915 950 650 5, 44 •/ — 0 DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO o ARTg'x12 e e (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAIL o o P0.Boz 1615 phone: (631)433-9084 MODEL GA AVG y INTO ULT. LFTA LFTA REF. PLATES °° ° ° • ° N0. MAX. TEAR ®o ° WIDTH PAN L CITY DIA 1}" 2' 24" 3" 3}" 1}" 2" 21" 3' 3}, Soufhold,NewYork 11911 E-Mail; ssbn654@optonline.nef EIGHT— Sol P 4 8d NAIL Kehl Design Associates,LLC e formerly D A K Associates,LLC INTO virr/T/ / iii i 1205 1400 5, 44J85 STUD LFTA 16 2�" 17° 38�"16-10d — 4200 '""�''�.,',.,./%',•,. .,. -w_.,-•7' Ci"%"/�','"m?7i z DOUG-FIR LARCH / SO. PINE FASTENERS ALLOWABLE UPLIFT LOADS OWNERSHIP BC USE OF DOCUMLNIS: MODEL L AVG 10d 10d x 1CODE I ° These drawings and specifications including the No. ULT. REF. LFTA LSTA21 10d lOd x 1}" (133 / 160) (133) (160) oo property ideas, design and arrangements represented therein, are theof KEHL DESIGN \ ASSOCIATES, LLC. No part thereof shall be Simpson Strong-Tie MTS16 16 14-10d 14-10d x 1�" 3116 1000 840 1000 3, 41, 128 copied, disclosed to others or used in connection o HGA10 with any work or project other than for which MTS20 20 14-10d 14-10d x 14" 3116 1000 840 1000 3, 41, 128 ARTJ'x12 DETAIL "K11 they have been prepared without written consent. LST20 20 12-10d 12-10d x 1�" 2383 775 720 720 3, 41 CNW-COUPLER NUT DETAIL "E" ° STU 8 11 REV: AMENDED TO PLANS DATED JULY 21, 2021 DOUG-FIR-LARCH/ Equal number of �SIMPSON TYPE OF DIRECTION SO. PINE CODE specified nails In MODEL CONNE(:- OF LOAD ALLOWABLE LOADS REF, o TAKE-UP WASHER FLOOR ROOF (133/ each end (100) (12s) Iso 9- NO. TION Sim Stron Tie Addendum Plan To ExistingPlan I•' Simpson G 515 645 670 CS16 ART5"x12 . LTP4 5 J 515 645 670 6, 39, 97 H 515 645 670 DETAIL "x" In The Town Of Southold Building MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS'.7,1(DF/SP) (133) HOLDOWN HOLDOWN ARTR'x12 STUD DEFLECTION DEFLECTION CODE Department , MODEL MACHINE AVG N VERTICAL WOOD MEMBER AT HIGHEST ALLOWABLE AT HIGHEST REF. N0. BASE: BODY 4 ANCHOR BOLTS ULT. GA GA HB SB W H B So CL DIA5'e DESIGN WHEN RAISED OFF oCIo Rivas Residence QTY DIA 12'" 2" 2�- 3" 31" 5J" LOAD THE L PLATE e 305 Flint Street HD2A 16 12 4A" 21" 2J" 8" 2' 1 TG 2 12150 1 1555 2055 1 2565 2775 2775 2760 0.058 0.077 2, 43, 82 0 0 Greenport, NY 11944 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS AVG NO. W L STUD PLATE ULT. (133)'DF / SP (160) CODE REF. PLAN # 1065-2020 SP4 3A 71" -10d x 1j" — 2917 735 885 7, 40, 127 00 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE NO, GA W L NAILS FLOOR (133) (160) REF, o0 100 00 "WORK NOTES: LSTA21 20 1 21 16-10d 905 1205 1 1295 7, 40, 90 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE o N0. GA W L NAILS ���R (133) (160) REF. MSTA24 18 1 24 18-10d 1025 1370 1640 7, 40, 90 Simpson Strong-Tie STU 5"- 1 MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS SPNAIL ACING RODE H A LUS46 TAKE-SIMPSOUP WASHER NO. (LENGTH ED GA CUT LENGTH (TOTAL) 100 133 / 160 2 OC. ID2 NOT FOR OF ROLL ( ) ( ) IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie r 1650 CONSTRUCTION 1235 2 csls Iso' 14" 16 CLEAR SPAN +31" 28-8d rk" 7, 40, so ARE TO BE TOP MOUNTED UNLESS OTHERWISE NOTED. FAILURE TO COMPLY WITH ALL NOTES USE UNLESS MODEL DIMENSIONS FASTENERS ON. DOUQ-FIR AR H PINE ALLOWABLE A ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION NO. GA PI H B HEADERS JOISTS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL, "F" 10d 16d ULT. (133) (160) 10d 16d 10d 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 31J' 41" 2 4-16d 4-16d 6076 1140 1160 8-16d 8-16d 6076 1755 —2105 1650 1900 2065 1, 36, 84, 122 1000 1150 — 11 1250 7, 40, 127 ll CN W- CERTIFIED BY HUS210-2 14 38' 9A" 2 ART 'x12 DETAIL I COUPLER NUT PROFESSIONAL DOUG-Fl LARCH/SO INE ALLOWABLE LOA STU 8 — FASTENERS UPLIFT LATERAL CODE UPLIFT (133/160) REF. SIMPSON MODEL ENGINEER NO. GA ULT, TO RAFTERS TO PLATES TO STUDS (133) (160) FF TAKE-UP WASHER 160 HGA10KT 14 4--SDSJ%14" 4-SDSJ%3" 1 1523 435 435 1165 940 USE A MINIMUM OF S P 4 TWO 8d NAILS THIS CNW- SIDE DF TRUSS. COUPLER NUT S P 4 ' 0 I RUJECT: Sol NAILS TWO 8d NAILS TOTAL FOUR SE A MINIMUM OF INTO TRUSS SDE OF TRISSTH[S MTS16 STU MTS16 SIMPSON LSTA21 ANCHOR BOLTS TOTALEld OUF /. O HDA TAKE-UP WASHER °: Strong-Tie I INTO TRUSS LSTA21 HUS210-2 RIVA%J) _V AOft I D E Pik"%Nqi A4vr& rpm e TWO o FI 8 AIL TO ) `� I PLATES EIGHT JJ TWO o , 305 FLINT STREET Bd NAIL 8d NAIL INTO INTO DETAIL "A" STUD Simpson Strong-Tie PLATES °m° H7 EIGHT--, GREENPORT, NY, 11944 IN NAIL ® DETAIL "D" IL,DETA "G" DETAIL STUD Simpson Strong-Tie ° LFTA H7 Simpson Strong-Tie DETAIL "L" SCTM: # 1000-48-02-7.1 ROD SYSTEM LFTA DRAWING TITLE: LFTA Ridge Strapping NOTE: DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS LSTA30 ---- - -- BP ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 SIMPSON WINDLOAD ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS 1'-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. CHARTS & CALCULATIONS ROOF 3 (THROUGH ROOF ROOF 1'-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. 3 ' 1'-0" DEEP POOL x 8' DIA. = 42.25 cu.ft, per vertical ft. / STRONG—TIE DETAILS 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. 3' 3. ROOF AREA = 657 sq/ft / ROOF DRAINAGE I 3. NEW z 2. lNMlfrtY 2. I BATHROOM80011 CALCULATIONS AND 3"2•• LTP4 2., v = A x R X PLUMBING RISER DIAGRAM I st I st FLOOR FLOOR 2„ 2 A = 657 sq/ft ' 2 • LTP4 R = 2" RAINFALL = .17 ft 3 LTP4 C = COEFF. = 1,0 r NOTES: DETAIL "C' 2 ABOVE' RASE U = 657 x 1 X .166667 = 109.5 C.F. THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE c.o.� DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE Simpson Strong-Tie 3 TO S E W E RAG EA SYSTEM E D PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL NEW 109.5 / 22.3 VERTICAL FT. / FT = 4.91 V.F. FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE 2 LTP4 DETAIL "B" Floor-to-Floor Connections Ridge Strapping BAMOOM 2 3•• " .. DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR LTP4 USE (1) 6, DIA. POOL 5 -O„ DEEP = 5 V.F. ;• UITORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT Detail Simpson Strong-Tie BASEMENT FLOOR OR FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS, Floor-to-Floor Connections 3' 3' 109.5 / 12.58 CU.FT / V.F. = 8.7 V.F. SEAL: DATE: ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY USE (2) 4' DIA POOL 4'-6” = 9 V.F. PROJECT N0: EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. POOLS TO BE PLACED ON OPPOSITE SIDE OF °' 1065A-2020 w ;-' to..` , D RAW N BY: PLUMBING RISER DIAGRAM (NTS) HOUSE AND/OR LEADERS TO BE PIPED TO BDK NO SUBSTITUTIONS POOLS (1/2 OF THE ROOF TO DRAIN TO EACH '' `� CHECKED BY: R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE a POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC All framing hardware shown on these plans, ®Ei unless otherwise indicated, is Simpson Strong-Tie, R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION . SHEET NUMBER: NO SUiOStItUtI0Y15 are approved or authorized, LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS of THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A ) r M1 COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS To THE FOUNDATION. BUILDINGS AND STRUCTURES -^ ' Due to the relationships of framing hardware to ' ° �.. �� F'M P 9 CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS of THIS SECTION, ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA �� G 2 the other an components ts of the structure, framing p y WHERE TRAFFIC IS TO BE PRESENT. :�, hardware substitutions Ni(( render these plans R301,1.1 ALTERNATE PROVISIONS �� ''-tt ��.� null and void, and will result in the installer/contractor AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301,1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS DOB NUMBER: OF assuming responsibility for the design and USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. IF A MULTIPLE POOL SYSTEM IS USED AROUND THE performance of the entire system, 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) BE DIVERTED TO EACH POOL, ® KEHLDESIGN•ASSOMTES, ur 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION of LOG STRUCTURES (ICC400) -- -- lit -8" 25'_4" KEHL DESIGN ASSOCIATES A�TES SJOI..lt�1 li►) � _ 0" 0" 15 7y" i� 18 F----4 15 -� " residential & commercial design . consulting 0 '-0° '-7� Install Install StakeWEL Window System StakeWEL Window System g'x 18" Anchor Bolts NEW to Meet NYS 2020 Building NEW NEW to Meet NYS 2020 Building NEW — — CW14L — code — — CW14L — — — — CW14L Code cw14L Soufhold,NewYork 11911 EMail;PO.Box 1675 pssbn654f@optonfne.O84 nef T1 V 111 — — — — — — — 1" 2Y" 2" Kehl Design Associates,LLC o formerly D A K Associates,LLC r N Verify Soil Conditions 2" Verify Soil Conditions ,n� �/Jnr. Provide Double Provide Double to Insure that the to Insure that the 20'-11" UWNLRSHIP & USE OF DOCUMLNTS: Soil will not be Soil will not be Undermined beneath These drawings and specifications including the 2x8 ACO Window �"x 18" Anchor Bolts 32"oc. 2z8 ACO Window ( Undermined beneath s z 18" Anchor Bolts and Door Bucks and Door Bucks 5 " Around all Units � Around all Units the Existing N the Existing ideas, design and arrangements represented Installed in the Installed in the N Foundation I Foundation therein, are the property of KEHL DESIGN Provide Double Foundation Walls Foundotion Walls I ASSOCIATES, LLC. No part thereof shall be 2x8 ACO Window N ( 1-8" I copied, disclosed to others or used in connection with any work or project other than for which ( they have been prepared without written consent. and Door Bucks ry "x 18" Anchor Bolts 32 oc. Around all Units _;' � � � o (D Foundation nsfated in the i 21'-8" 2'-4" Foundation Walls 10' ' -10" 10'-10" 3'-0" ( U Provide (2)2X8 ACO Buck Verify Soil Conditions 2" d REV: AMENDED TO PLANS DATED JULY 21, 2021 Around the Door Opening 2'-6" o o U) o to Insure that the o Soil wi'I not be a"x 18" Anchor Bolts I 30"z 30% 8"Cont. Ftg. N .7o � "' _ + o 9 Undermined beneath ( ( I W/(5) #5 Rebar E.W. the Existing ( ( � x L PLAY ROOM (� Foundation * ' 54"x92° LVL Flush Girder see stair and Pora, Detail _(� �� - Addendum Plan To Existing Plan c ( ) , , m CL. In The Town Of Southold Building Provide (2)2X8 ACO Buck o L —� I Around the Door Opening N 10'-10" Department , 2" 2" Rivas Residence 02 VerifySoil Conditions I y O ^(�" ' 305 Flint Street e"z 18" AnchorBots Verify Soil Conditions to Insure that the ( 1 i 9 Soil will not be o Insure that the 30"x 30"x 12"Gane. Ft Sail will not be Greenport, NY 11 944 W/(5) #5 Rebar E.W. Undermined beneath Undermined beneath CO �'a N f J% 18" Anchor Bolts 32"oc. FOOTING DETAIL the Existing I I the Existing m i I N N i Foundation i ( Foundation E f o o PLAN # 1065-2020 g'z 18" Anchor Bolts 32"oc. i i ``c 1" blit = N o 4 ( L - - - - -"T-- - - - - - - - - - - - - -� - - - - J \ WORK NOTES: (V • • • • • • • • • • • • r 71 L - - - - - - - -�� - - - - - - - - - - - - - - Jz- - - - - - - _ - - B B 23'4 2'-4" 1 ' 23'-0" 2'-4" 1 i 25-4" 25'-4" NOT FO R NEW BASEMENT CONSTRUCTION USE UNLESS IA A FLOOR P CERTIFIED BY scale:4" = 1'-0" PROFESSIONAL NEW FCUNDAT � ENGINEER FOOTING PLAN_ Scale:4" = 1'-0" PROVIDE HURRICANE STRAPPIIJJG IN ACCORDANCE WITH THE 202D RESIDENTIAL CODE OF NYS. PROJECT: NOTE: VERIFY ALL DIMENSIONS TO Hurricane Strapping Hurricane Strapping INSURE FLOORS OF NEW ADDITIION i h Existing Ridge Vent 2x8 Rafters - 16"oc. ALINE NTH FLOORS IN EXISTING Rafters - 16"oc. M a c g 9 Match Existing Ridge Vent HOUSE, 2' CDX Roof Sheathing ��1'-0"T 14"x9�"LVL Ridge �" CDX Roof Sheathing 14"z92" LVL Ridge Ice and Water SheildV. 1\ ALL HEADERS ARE TO BE R " Ice and Water Sheild f— i ID KF 26-16 oc. 2x4 Braces 16"oc. (2)13/"X 9Y" LVL UNLESS GAF Architectual Roof Shingles0. GAF Architectual Roof Shingles �1 0 OTHERWISE NOTED 305 FLINT STREET 2 , 11944 x6 �2x4 Strongback Hurricane Stropping *- NOTE: VERIFY ALL DIMENSIOIi's GREENPORT, N 1/EET Hurricane Strapping pe g 1x6 Cedar Fascia's 2x8-16"oc. 1x6 Ceclor Fascia's INSURE WALLS OF NEW ADDITION (blotch Existing) R-49 Insulation R-49 Insulation (Match Existing) IR-49 Insulation R-49 Insulation LINE-UP WITH WALLS IN HOUSE. SCTM: # 1000-48-02-7.1 ii" NG Cedar T-111 J" NG Cedar T-111 Vented Soffit to Match Existing Vented Soffit to Match Existing NOTE: PROVIDE FIRE BREAKS 2" Exterior Sheathing MASTER BEDROOM MASTER BEDROOM ' Exterior Sheathing MASTER BEDROOM MASTER BEDROOM AS PER DRAWING TITLE: THE 2020 RESIDENTIAL Grace House Wrap or Equal R-21 Insulation Match Fzis'iog Subfloor Heights Grace House Wrap or Equal R-21 Insulation — Match Existing Subfloor Heights CODES OF Board and Batten " COX SOfloor(match Existing) Board and Batten r" CDX Subfloor Siding to Match Siding to Match (match Existing) NEW YORK STATE. Existing TJI210 x `, - 16"oc. Existing TJ1210 x 92 - 16"oc. FINISHED BASEMENT PP g 54"x92' t Flush Girder 4" 2 A FLOOR PLANS 5-x9 LVL Flush Girder Hurricane Perimeter D in OC COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE 9l" Perimeter Beam Wood Handrail e'z 18" Anchor Bolts 32"oc. R-30 Insulation R-30 Insulation See Stair and Porch Detail PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT (2)#5 Horizontal Reba 2" MR Sheetrock 2" MFheetrock g' Sheetrock R-30 Insulation " Sheetrock R-30 Insulation WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF 32" Dia. Steel Column KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESIE Top of Dutch Wall p of Dutch We ii 4" PC Slab PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. NOTES: 8" PC, Foundation UCL Drylok 8" PC. Foundation PLAY ROOM PLAY ROOM w Poly Vapor Barrier 2x3 Studs - 16"oc BATHROOM / y p #5 Vertical Rebar 48"oc UGL Dryiok Water proofing THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE R-11 Insulation 8" PC. Stairs o Water proofing PLAY ROOM paint to be PLAY ROOM r� 2x3 Studs - 16"oc. DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE Dome Proofing , Ste Footing to 3 Dia. A36 Standard Steel Pie Acce tante of these drawin s does not authorize the right ht to build without the authorization PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY All Paint to be applied to the 2 Moisture p g p R-11 Insulation p g g applied to the Resistant � maintain 3'-0" with 12"x12"x 2 Bose and l" of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE surface of the r" 1" 2 Moisture DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR interior surface 32 z 7'", A36 Standard Steel Pipe Sheetrock _1 Below Final Grade 3-x 12% J" Cap with " hole Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with suchi Masonry Floors r„ � 2 Resistant of the Masonry wi12"x12'z 2 Base and R-10 (2" Rigid Insulation) in each corner. Dutch Wall Verify Soil Conditions agencies riot t0 COnstrUCtlOn, UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT prior to installing Sheetrock g p walls 4" PC Slab finish flooring 32"12"z e" Cap with a" hole Step Footing to 4" PC Slab to Insure that the FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. in each corner. w Poly Vapor Barrier R 10 (2" Rigid Insulation) Soil wi!I not be (2)#5 Horizontal Rebar w/Poly Vapor Barrier maintain 3'-0" / Y p Undermined beneath SEAL: DAl L: Below Final Grade the Existing R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE T 2 2" Foundation (2)#5 Rebar Long 30"x 30"x 12"Cone. Ftg. Drywall (3)#5 Reber Long 24"x 8" R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE PROJECT NO: 24"x 8" Step footing to p'_6"� Way 6"oc. W/(5) #5 Rebar E.W. Way 6"oc. Cont. Footing CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOAD'S, , 1065A-2020 Cone. Footingmaintain 3'-D" 30"x 30"x 12'Cone. Ftg. Y 9 Min. 3'-0" Below ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS °; �;' ',... (Min. 3'-0" Below Below Final Grade W/(5) #5 Rebar E.W. ( PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURE'S IN „` «�;'.^;;.; DRAWN BY: Final Grade Final Grade) " °" BDK ny. PROVIDACCORES NAECOMPLETE LOAD WITH THE VIPIO H NS TOHATHMEETSSDTHEHREQUIREMENTS FOR THE TRANSFER �: .,.�� °`i u.. P";,' . CHECKED BY: OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO r ROSSEC710N A THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS �,° q C% S ' CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. SHEET NUMBER:r � - � d i. SCALE: 1/4"= 1'-0" R301.1.1 ALTERNATE PROVISIONS �-=` J'��/� •e;" 10 AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING A103 STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE CROSS SECTION M LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STFATE. SCALE: 1/4"=1'-0" 10 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) DOB NUMBER: OF 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) KEEDERGN-0"M mc 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC4(00)