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HomeMy WebLinkAbout51591-Z aof sooryolO Town of Southold * * P.O. Box 1179 53095 Main Rd 0o� �, , Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46400 Date: 08/14/2025 THIS CERTIFIES that the building ACCESSORY-NEW STRUCTURE Location of Property: 2345 Route 25 Greenport, NY 11944 Sec/Block/Lot: 3 5.4-27.2 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 10/23/2024 Pursuant to which Building Permit No. 51591 and dated: 01/28/2025 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Accessory garage and pool house connected by a screened porch, with an outdoor shower as applied for. The certificate is issued to: Noblehouse Seaport LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 51591 8/12/2025 PLUMBERS CERTIFICATION: Gas Tec Plumbing &Heating 8/1/2025 Au oriz Signature tofsouryo TOWN OF SOUTHOLD 6 BUILDING DEPARTMENT ' TOWN CLERK'S OFFICE ��'��ournr•N� 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#: 51591 Date: 01/28/2025 Permission is hereby granted to: Noblehouse Seaport LLC 1970 Straits View Dr Tiburon, CA 94920 To: Construct a garage and pool house structure with outdoor shower accessory to an existing single- family dwelling as applied for. Premises Located at: 2345 Route 25, Greenport, NY 11944 SCTM#35.-1-27.2 Pursuant to application dated 10/23/2024 and approved by the Building Inspector. To expire on 01/28/2027. Contractors: Required Inspections: Fees: Accessory-New Structure $725.00 CO Accessory Structure $100.00 Total $82S.00 Building Inspector . pF SO(/r�ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road Q P.O.Box 1179 G Southold,NY 1 1 97 1-0959 %,01 � Nam Jamesh ansoutholdtownny.gov ON% BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Noble House Seaport LLC. Address: 2345 Main Road city:Greenport st: New York zip: 11944 Building Permit#: 51591 section: 35 Block: 1 Lot: 27.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Harvard Electrical Con. Electrician: David Anderson License No: ME-47017 SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 24 Ceiling Fixtures 5 Bath Exhaust Fan Service 3 ph Hot Water 1 GFCI Recpt Wall Fixtures 18 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel 70a A/C Blower Range Recpt Ceiling Fan 4 Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 12 4'LED F1 Exit Fixtures 11 Sump Pump Other Equipment: 1 fridge,1 freezer,1 mini fridge,8 ft plug mold outlets,75ft rope lights 3 15a gfi breakers,6 20a gfi breakers,3 20amp dual funtion breakers Notes: POOLHOUSE Inspector Signature: Date: August 12, 2025 2345 main rd pool house ®�®SufFot,��oG Town Hall Annex y� Telephone(631)765-1802 54375 Main Road P.O. Box 1179 y Southold, NY 11971-0959 - - E C E � U E BUILDING DEPARTMENT ® TOWN OF SOUTHOLD AUG 1 3 2025 Building Department CERTIIfICATION Town of Southold Date: Building Permit No. '0 1 '!�A 1 /� r Owner: 406L'� J�WVs6 540'v3ate( vvL ��► ww (Please print) Plumber: T?1 ►m gjnl(-, Art f Yjr t- (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1%lead. a r (Plumbers Signature) Sworn to before me this day of kt 1 20�� 87, or yO Notary Public, ��-zl� County o 0lCI6f°j04r IC°^ ry o�r�/�/°OOu°0000°`° 1� Q►`� 1 OF SOUlyolo TOWN OF SOUTHOLD_BUILDING DEPT. °ycou 631-765-1802 �A( INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] F DATION 2ND . [ . ] INSULATION/CAULKING [ FRA STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [. ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ _] PRE C/O [ ] RENTAL REMARKS: l DATE O INSPECTOR " S�I OF SOUlyO� # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST-/ REBAR [ ] ROUGH PLBG'. [ ] FOUNDATION 2ND [ ] I SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL 4e,�1,v1 [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [ . ] FIRE RESISTANT CONSTRUCTION, [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: glen e 24,17 f16 4jr-_ �"/v tt bl tea' cy 0 • .- DATE ��aa' INSPECTOR OF SOGIyOIo �I { 1 a e T 615 * # TOWN OF SOUTHOLD BUILDING DEPT. ^ou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE,RESISTANT CONSTRUCTION ' [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [j ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE.C/O [ ] RENTAL REMARKS: Poo ous . J i c f Y.o .4. ce— DATE o2 02� INSPECTOR Anne Surchin Architect D9 C E 9 V E JUN 2 7 2025 building Department Town of Southold June 26, 2025 Southold. Town Building Department Southold Town Annex Southold, NY 11971 To the Building Department: Re: Lax Residence Pool Flouse This letter is to certify my field observations of the footings with rebars, foundation walls with vertical rebars and form ties,for the pool house at the Lax Residence,2345 Main Road,Greenport. Based on visible conditions, this work is in accordance with and conforms substantially to the code requirements, as filed, under the 2020 Residential Code of New York State. Attached, please find, photographs of the installation. Respectfully submitted, Anne Surchin, R.A. a o P.O. Box 1201 • • . New York • •4 866.370.3806 rD6Tl N C, Vj�r�-1 V RYtC46" J �b 5 STIES ���� Not�i ZoN-�,�� t2 ,�3�t�s T"Iz5 r i i - f h ` t �. , }• �� �I•k✓•u fig, �� � M I„ 5 ( T-E s OO . Al- kF ,y 1 y .`� ,y. ♦-ate Y7 3 '1 r •� qL a t . 0 . ' i R 1 l �p Y j Nl INC 1=00-�► w (Is - REt,41M r r� t �1 4� K t w+ Y F � V t ir-V./ trF ANTI V,5-: r 6 L? �ro 3 r f 1 g' `r s •i, � ',arks ' 4 iF a s • , r + 1 tcl1 M •Y7 L � r�•� w Y'A i .a� /'F kf b j:���.t � �: .�f rt � r i{ r • �� I a r a Iis L 'T c+ x r d' ?IELD INSPECTION REPORT DATE COMMENTS rr � V 4 FOUNDATION (1ST) -- -- -.---' ------------- ZD------------------------------------- ----------- FOUNDATION (2ND) p � z _ o cx .� ROUGH FRAMING& -- LT PLUMBING — - C l CT 2u. ) INSULATION PER N. Y. r" STATE ENERGY CODE 101 o�a•� �yee�i e�2fi��. /�,w ,.. FINAL - - ADDITIONAL COMMENTS z a l a)o �- P 4-Gb - -----`� l o � O --------- - -- -- - G o�OsufFOt��OG TOWN OF SOUTHOLD—BUILDING DEPARTMENT N Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy • o� Telephone(631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only I JLl EKE OVIE 51 PERMIT NO. I Building Inspector: } n , �} OCT ? 3 2024 Applications and forms must be filled out in their entirety.Incomplete applications will"not be accepted. Where the Applicant is not the owner,an 3WTy'r�,FZ q E—A-T. Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OFPROPERTY: Name: SCTM#1000- — Project Address: V we Phone#: _ p�= _ Email: Mailing Address: ' CONTACT PERSON: Name: Mailing Address: wactil Phone _ EMU-----#:---- - -3-�---Z.S2.--- _5=7-_C3_____-------- ------------ -L�fzems-��- _-a(1 DESIGN PROFESSIONAL INFORMATION: ; Name: .r• � �' . ' r Mailing Address: Phones# =' 3° �31L-'v-L' ��1 (� Email: U CONTRA 7 1NFO.RMATION;,, ; . , �_ s Name _.rrtes Mailing Address: Phone#: —X " Email! � d1_ ____7.___./_ ___..____________._____.____.w_-______ DESCRIPTION OF PROPOSED CONSTRUCTION New Structure ❑Addition ❑Alteration El Repair El Demolition Estimated Cost of Project: Other $ 1 DOO Will the lot be re-graded? Yes El No Will excess fill be removed from premises? ❑YesNo 1 (/ PROPERTY INFORMATION' Y Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes No IF YES, PROVIDE A COPY. 0 Check BOX After.Readln The owner contractor/design professional-is responsible for all drainage and storm water issues as provided by Chapter of the Town Code. APPLICATION IS HEREBY MADE to the.Building Department.forthe issuance of a Building Permit,pursuant to the Building Zone Ordinance of the ToW6 of Southold;Suffolk,County;New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations.or for removal or:demolition as herein_described.The•applicant'agrees to comply with all.applicable.laws,ordinances,building code,, housing code and regulations and to admit authorized inspectors on premises and in-building(s).for necessary'i_nspections.,False statements made herein are - punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal law: Application Submitted By(print name): Gbh e(�) �l Authorized Agent ❑Owner Signature of Applicant: Date: �C) a3 a 4 STATE OF NEW YORK) • SS: COUNTY OF�c( A Xt 9114-Z-- being duly sworn, deposes and says that(s)he is the applicant (Name of Individual signing contract)above named, (S)he is the P,(D o4m c4pr (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 r� O�kloe r day of ,20_2::� S. A OaA (;t 5) otary Public TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK PROPERTY OWNER AUTHORIZATION NO.01 DW6306900 I JI LIFIED IN SUFFOLK COUNTY (Where the applicant is not the owner) COMMIS,ION EXPIRES JUNE 30,2Q.(D residing at �7/'Gt 1�GtJ Ui"• vde(V- 11��uVD�'IT 7 �711do hereby authorize IAIM&j to apply on my e I o the Town of Southold Building Department for approval as described herein. 10iZjjZq O er s Signature Date tt Print Owner's Name 2 =o�sufFatx�o� TOWN OF SOUTHOLD—BUILDING DEPARTMENT y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 hgps://www.southoldtownny.gov Date Received APPLICATION FOR 13UIQJDJQR&WA11 � 0 For Office Use Only PERMIT N0. Building Inspector: AID Applcatlonsandforms rnus't be felled out iri their entirety Iricomplete .� i DEC - 4 2024 applicatlons.wlll not be`accepted Where the Applicant is.not the owner,an Owner's Authorization form(Page;2)shall be completed ` ` `° 3'al' old cr �'o,vn wou'xi"ro9,' Date: 2/13/2024 OWNER(S)fOF PROPERTY `, ; Name: Noblehouse Seaport, LLC (Jeffery Lax) sum#i000-35.-1-027.2 Project Address: 2345 Main Road, Greenport, NY 11944 Phone#: 305-903-3999 Email:jeff@jefflax.com Mailing Address: 1970 Straits View Dr, Tiburon California 94920 V{ CONTACT PERSON ` ,x Name Anne Surchin, R.A. Mailing Address: P.O. Box 1201, Southold,NY 11971 Phone#: 631-725-9895 Email: Surchin@mac.com DESIGN PROFESSIONAL INFORMATION °" ¢ Name:Anne Surchin, R.A. Mailing Address: P.O. Box 1201 Phone#: 631-765-6364 Email: surchin@mac.com CONTRACTOR INFORMATION ` M t `'' k l Name: Klotz Carpentry Mailing Address: 5 Amber Lane, Wading River, NY 11792 Phone#: 631-252-7510 Emait: klotzhomes@gmail.com DESCRIPTION OF PROPOSED CONSTRUCTION;' ❑New Structure ❑Addition ;Alteration ❑Repair ❑Demolition Estimated Cost of Project: E Othe rConvert existing attic floor to 3rd floor habitable space with fire suppression system system $$41,953 Will the lot be re-graded? ❑Yes IQNo Will excess fill be removed from premises? ❑Yes ©No 1 PROPERTY INFO RMATION Existing use of property: Residence Intended use of property: Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-80 this property? ❑Yes ®No IF YES, PROVIDE A COPY. JO . 8 Check Box After Reading The owner/,contractor/design professional is responslble for alUdrainage andtstorm water issues as provided by Chapter 236 of the Town Code APPLICATION IS HEREBY MADE to the.BuildinkQepartment for the issuance of a Building Pern itpursuant=to the Building-Zone" 0r InAnce o,the Towrrof Southold;Suffolk,county,New York and other appllcabielawg,Ordinances`or Regulat16ns,,for the''construction iot buildings, addition's,aiterationror for removal or demolltionxas herein,described jhe',q p"'p 11 ca'hi agrees to comply with all appllcableJaws,ordinances,building code; hoLsing code�and regulations and to ailmlt authorized inspectors on prernisgs�and 1n,buhding(s)for necessary inspections False staters ents made hereinare' punishable as'a Class A;misdemeanorpursuant.to Sectlon,230 45. ',of the New York State,Penal Law. Application Submitted By(print name): Anne Surchin BAuthorized Agent ❑Owner Signature of Applicant y, Date: 2/13/2024 STATE OF NEW YORK) SS: COUNTY OF SUf'FO I Anne Surchin being duly sworn,deposes and says that (s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (Contract r,Agent orporate 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 day of a L4 20 2 Notary Public TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK PROPERTY OWNER AUTHORIZATION NO.01DW6206900 QUALIFIED IN SUFFOLK COUNTY (Where the applicant is not the owner) COMMISSION EXPIRES JUNE 30,2D,;�& Jeffery Lax 1970 Straits View Drive,Tiburon, CA 94920 I, residing at Anne Surchin, Architect do hereby authorize to apply on my behalf to the Town of Southold Buildi partment for approval as clescrib-4 herein. LA ner's nature j date Print Own is Name 2 ;.j�OS�F¢pt�-Cow BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 ft Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 iamesh _southoldtownny.gov - seand(@-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INF RMATION (All Information Required) Date: 2 f Z Company Name: Electrician's Name: D 1XA f60- License No.: e-/701,7 - MA Elec. email: awvav- -e,1-ec+rl 6 ( kn ll,(o Elec. Phone No: - ❑I request an email copy of Certificate o C mpliance Elec. Address.: 10-,�' (k JOB SITE INFORMATION (All Information Required) Name: b J-eaL4e:�-J Address: 3,3 5^ Ala/'il Cross Street: Phone No.: p 0 3 - 3 Bldg.Permit#: email: °.e '.e co Tax Map District: 1000 Section: Block: Lot: ;,, . el BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): D ' X C?D ' pool hcm SP Wi-�fj Screen ecf- r'n ot-rea 6kock 3araj- e. Square Footage: 11.lcio 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 1 2 D H Frame D Pole Work done on Service? Y RN Additional Information: PAYMENT DUE WITH APPLICATION !w t5o kLik ho"S�3 213. 37' 5a47 7 10„E TEST HOLE DATA N 6 0 fEST HOLE DUG BY SHAWN M. BARRON M.S. O EC E Q W E ON OCTOBER 4, 2023 n N11� F AUG 13 2025 O SANDY LOAM WITH GRAVEL(SM) N Building Depprtmont Town of Southold 4.9' •j. COARSE SAND WITH GRAVEL(SP) Tax Map Lot 27.3 ::�••�•- :_ AREA = 64,600.65 SQ.FT. 1.483 AC. '`` 10.0' . d • d WATER IN COURSE SAND WITH GRAVEL(SP) d 2>>2.4 ' ]:D • e. 18.0' LLI 0 O Cif `^ 1J NOTE, Groundwater encountered Q 10.0-feet below grade. 0T V z FE o.8'E S72°25'20"W TEST 0.4'S HOLE 16 9.21' 0.3'S SURVEY OF PROPERTY 4"MRE FENCE FE OA N72°25'20"E D.B'S 169.21' z SI TUA TE o z DRIVEL DRIVEWAY 60.2' ►� '~ GREENPORT, TOWN OF SOUTHOLD "' SUFFOLK COUNTY, NEW YORK �+ 1-STORY POOL _ J o HOUSE GARAGE o Z 0 " °DRY• eq '`� W TAX No. 1000-03500-0100-027002 & POOL EATER Z) 1000-03500-0100-027003 ELEG % rE FILTER I SLATE POOL PATIO 0.37E O POO Ln SCALE 1"=30' -rDfaw �,� 15's 42.0' FlR Li N Q FEBRUARY 08, 2022 'WOOD a o 8.0' PIT > 4-J BELOW Q f 7 O z LLLI LL�v Ld 6g7' POOL SPA o GRAVEL n 00 0. z AREA = 113,931.19 sq. ft. Q CONTROL. g to z 2.616 ac. O � PANEL I to Q0 U o x O OWTS O 4 j\6 m fu U \0 SS FLOATING SLATE 0 ( P Z� 6lN0OD FENCE P T.E ALK S o _ (n 0 4 - ❑❑❑ ❑ ❑ SLATE Z U \ 8.9' 17.67 WALKWAY o it d LU N Q J \ 13.0' 30.7' a Q_ 4-J I 0 (D \ BRICK M C� ENCLOSED 6'WOOD - z C) \ A PLAT. C. PORCH SON Cq Cq FENCE FE a 0 LL L� 'WOOD FEN rn Zn GATE 0.27E O .9' 'o, z Q I w \ 3 L,z i µo 34 4.0' L6 \ to I\ o a vi Q z 4.0' X o Z M U Of 3 OD � 3—STORY HOUSE No. a O ~ 1-1 FE 1.67E 56.6' I �� 30.6' "�� 15.5' rn 4�'^ /17.4�t 24.1' vi Q OU I // �z� ABOVE ROOFS WOOD BRICK �-- LU N 4- p" In I / STEP o w tL p 0 ate. / Z _=> O// Z/ GRAVEL DRIVEWAY N 33 LEGEND: FE / o3'E W UNDERGROUND WATER LINE S UNDERGROUND SEWR LINE 9 0 UNDERGROUND GAS LINE z a5to 133 0 3 3 CONC. MONUMENT 01. Li Q o o — — — OVERHEAD UTILITY WIRES Tax Map Lot �7.12 3 '•'o ? UTILITY POLE I 33 FE 1.3' AREA = 49,330.5 .FT. :� Z Z 1.132 AC. TREE Ld STAKE SET Li O 33 BRICK BRICK SPIKE SET PIER `PIER ® CESSPOOL COVER � e DATE OF SURVEY UPDATE: OCTOBER 10, 2023 o 4'WOOD t� / GATE m o AERIAL LAND SURVEYING, D.P.C. NOTE. LOCATIONS AND EXISTENCE OF ANY y� FE 9.8'N FE B 53 PROBST DRIVE SUBSURFACE UTILITIES AND/OR STRUCTURES NOT READILY' SHIRLEY, NY 11967 CERTIFICATIONS HEREON AREARE NOTENOT TRANSFERABLE. / z FE 2.17E I THE 'MARE FENCETi BAN � CONC. SIDEWALK "' PHONE: 833-787-8393 8 ' — E-MAIL: SURVEYSOAERIALLANDSURVEYIN GATE I S66___01 2o,+W �0•� G.COM Q - -- ---- — WEBSITE: WWW.AERIALLANDSURVEYING.COM THIS SURVEY IS SUBJECT TO ANY EASEMENT of RECORD AND ANY OTHER PERTINENT FACTS WHICH A TITLE SEARCH MIGHT DISCLOSE _ DISTRICT:1000 LOT:027.002&27.003 BLOCK:01.00 SECTION:035.00 _ ► 'UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A CONC. SIDEWALK S66°01'20��W 8.73 , LICENSED LAND SURVEYOR'S SEAL IS A NOTATION OF ARTICLE 1M. EDGE OF PAVEMENT o „W 7 3 MAP/FILE NO.: N/A SECTION nog, SUBDIVISION 2. OF THE NEW YORK STATE EDUCATION LAW 71 6 6 a 01 2 0 6 'Copies from the original of this survey map not marked with an original !/� V MAP OF: NOT ON A FILED SUBDIVISION MAP of the land surveyor's Inked sed or his embossed seal shall not be o f 0 f 1 W 116.�-• considered a valid true copy.' "Certification Indicated hereon signify that S 6 this survey was prepared In accordance with the existing Code of Practice --777ppp���,,1���``` TITLE NO.: SP49425—S for Land Surveys adopted by the New York State Association of ROAD Profesiond Land Surveyors. Sold certifications shall run only to the MAP FILED DATE• N/A P� for wham the survey Is andlend and of his behalf to the title — — �PanY• governmental agency and lending Institution. Certifications are TH not transferable to oddltiond Institutions or subsequent owners.' NOR COUNTY TAX MAP ID: 1000-03500 0100 027002 &MAP) 1000-03500-0100-027003 (�T�Ts ROUTE 25) TAX MAIN ROAD \1� 1 SITUATED AT: GREENPORT, TOWN OF SOUTHOLD SUBDIVISION MAP LOT & BLOCK 'S: N/A SPANO ABSTRACT SERVICE CORP. r L COPYRIGHT 2023 RALPH HEIL• #w' -o0 NOBLEHOUSE SEAPORT LLC AERIAL LAND SURVEYING. D.P.C. r.3 w FIRST AMERICAN TITLE INSURANCE COMPANY I JOB NO.: 23-1628 0 DATE: FEBRUARY 08, 2022 �-~ »'"" _ ARCHITECT: Tax Map TECHLER DESIGN GROUP Lot 27.3 40 CROSS STREET NEWTON,MA 02465 N72025'20"E 169.21' T.617-969-1937 21" 23• 2� General notes: BUILDER: KLOTZ HOMES 8" %o ST WADING RIVER,NY HOLE T.631-252-2510 9• PROPOSED 1. The proposed pool house, screened porch and garage consist of s- GRAVEL 60.0' PROPOSED O OOR C a one-story, wood framed non-insulated structure with a slab—on— ,W 1 DRIVEWAY - PROPOSED - HOWER(3.5'x8.0') M > U N 1-STORY POOL M. 28- M grade and frost wall foundation. a 11 45.0' HOUSE&GARAGE N M STRUCTURAL U G 19" $• - PROPOSED ENGINEER: o a „• STONE 2. The proposed structure is associated with an 18' X 42' pool CONDON ENGINEERING,PC V) 11 - 420' $O,CE y Q constructed under previous building permit. 1755 SIGSBEE ROAD to N Q -' p W MATTTTUCK,NY 11952 o O U , PROPOSED C>_U T.631-298-1986 CL p 53.1' POOL SP c6 a�� Z Q Zoning notes: x g U CID : Tax Map Lot 27.2 F U W _ - S� 24" AREA=49.330.54 SQ.FT. Z ii .`% :� ,.,32 AC. Proposed construction Proposed Allowable WW O '4��� j, GENERATOR 47- SLATE The lot size is 49,330sf. 0 W 5------ U 4511 O O 1 �` 1 17.E 13.0' � QED ENCLOSED Z AT. " C� Lot coverage 6 073sf* 9 866sf �` e2Q PLAT. 3SFJ1SOp1 PORCH Q � 1 'sue w Accessory building 1 ,200sf 1 ,200sf � 1 �` �� 10.1' 24.4' 11 g 1 �i 2ND ST.ABOVE •~ 7 1 ; , ENCLOSEDPORC 14 PLAT - Includes pool house 320sf 350sf 1 ri g 4.0 0 , O� i m 2;STORY HOUSE No.2345 Rear setback 17ft 15ft 56.6! 30.6' � .17 a ,S.S o 14'' Side setbacks 45ft 15ft LL za.r h zr 40.8' 1 - BRIO Accessory building height 16.5ft 22ft 13.3' i124 2NDST T 1 ,STEP O_H_ OOO PENED f �.s PORCH - - *.Note: Lot coverage total: Current dwelling 21682sf Proposed accessory bldg.. 1 ,200sf 24• ' ;' 11 Tax Map Patio area 1 435sf REVISIONS 2 • Lot 27.3 ' - Pool 756sf .. 11 ,.. Total 6,073sf Z APPROVED AS NOTED IL W W CO 38 DATE• I Z�Z B.P.# 5159 �, ,,a dr 00 ! 0 24� o COMPLY WITH ALL CODES OF FE� �a5.00 BY: Oa I;W ir W NEW YORK STATE&TOWN CODES o_"' '1 a 2s- S REQUIRED AND CONDITIONS OF NOTIFY BUILDING DEPARTMENT AT H.O� SOUI}��TO'sMd � 14" :;a 631-765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: MUMOT, TX,71AANh"'rG610�FO FOUNDATION-TWO REQUIRED NOTES SMOLDVIITRUSM FOR POURED CONCRETE 42" R�.Y.S.MC ROUGH-FRAMING&PLUMBING INSULATION tiGII� FINAL-CONSTRUCTION MUST 11 BRICK BRIG W BE COMPLETE FOR G.O. o ;Rt° 3 PIE ALL CONSTRUCTION SHALL MEET THE 11 MOD Ir W " PLUMBING REQUIREMENTS OF THE CODES OF NEW GA mo YORK STATE. NOT RESPONSIBLE FOR s , 16- } `�' ALL PLUMBING WASTE 2 • �_ &WATER LINES NEED DESIGN OR CONSTRUCTION ERRORS Z • ` �> TESTING BEFORE COVERING SHEET TITLE I mo ELECTRICAL GATE pM I c INSPECTION REQUIRED 234S MAIN ROAD I GREENPORT,NY 11944 P.O PLUMBER CERTIFICATION I coNc.sIDEWAuc EOF SITE PLAN ON LEAD CONTENT BEFORE EDGE OF ASPHALT S66"01'20'W g.73' CERTIFICATE OF OCCUPANCY RETAIN STORM WATER RUNOFF S65.23!50"W 116.2T PURSUANT TO CHAPTER 236 SOLDER USED IN WATER DATE- 2°2¢1°-1$ 1.ELEVATIONS ARE REFERENCED TO N.A.V.D.1988 DATUM SUPPLY SYSTEM CANNIOT OF THE TOWN CODE SCALE: 1"=30'-0" OAD DEED) EXISTING ELEVATIONSARE SHOWN THUS: EXCEED 2/10 OF 1% LEAD. NORTH R - MAIN ROAD(NYS ROUTE 25)(TAX MAP) '( GENERAL NOTE: THIS SITE PLAN REFERENCES THE INFORMATION CONTAINED ON THE SURVEY OF 2345 MAIN ROAD GREENPORT NY - JOB DESIGNATION 23-1628B DATE OF SURVEY UPDATE OCTOBER 10 2023 PREPARED BY AERIAL LAND SURVEYING,DPC OF 53 PROBST DRIVE,SHIRLEY,NY. IT PLAN ,, )f S E N I L L iL iL L L iL L L L L L L L 1'0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 1'-0" ARCHITECT: NNkTOR• I I I L STUD I I I 1 4'-0" GAL STUD GAL STUD I 1 TECHLER DESIGN GROUP SHEARWALL SIMPI ON WSWH18X8 I WALL EAD I I I HEAVE&I V�VALL 1�VALL �ALL UD I I I I I I 4X10 1 I X1N 0 I I 4X10 I II II 2x6 T&G I 40 CROSS STREET 1 I I FIR DECKING, TYP. NEWTON,MA 02465 0 T.617-969-1937 N I Oi CV mx , 4X6 4X 4x6 ---------- --------- --- BUILDER: ------ -------- _ _ I KLOTZ HOMES 1 , WADING RIVER, NY ---------- ----------- - T.631-252-2510 p I I 0 i (GARAGE � KING POST E D I 1 OOR GARAGE p HEADER: STRUCTURAL ANTHONY16 CONNECTOR: I ENGINEER: ANTH CONNECTOR: 1 � POWER I P W SIMPSON I SIMPSON BEAM CBSQ44-SDS2 CBSQ44-SDS2 I ' J (POST TO FD `' _ CONDON ENGINEERING, PC - — _ — - — _ - — - — — - — _ — - — - — - — - — - — - — _ I (POST TO FDN) I 1755 SIGSBEE ROAD - - - - - - - - - - MATTITUCK, NY 11952 - — - — — L T.631-298-1986 N x 4x6 w/ FROM DOOR I 2x4 EITHER y ' x Y` x w -HEADER TOSIDE i x x Ip — ———— PIDE AREA OF ' 1 0 o OD -21 I CONNERAIqFn CTOR: SIMPSON I CL 1 1 WSWH18X8 a' ' Xj SHEARWALL 4X6 AVQ L______ _____ _____ --_I I x -- BELOW I C? - - (V I O NOTES: L HEADER:4X10 I N 1. ALL WALL STUD FRAMING SHALL BE FIR 2X4s @ 12"OC UNLESS NOTED OTHERWIS 4X10 I 4X10 4X1H 10DER I 4X10 RAFTERS L HEADER: 2. EXTERIOR WALLS SHALL HAVE(2)LAY RS OF 1/2"PLYWOOD SHEATHING. L I @ 48"O.C.TYP. I 4X10 3. ALL HEADERS&RAFTERS SHALL BE FIR UNLESS NOTED OTHERWISE. 4. ALL POSTS SHALL BE PSL MEMBERS UNLESS NOTED OTHERWISE. 10'-0" 0-)" 5. REFER TO FLOOR PLAN ON SHEETA-3 FOR POST PLAN LOCATION DIMENSIONS. 20'-0" 20'-0" I 60'0,. _ L ROOF FRAMING PLAN 1 REVISIONS 1 2025-01-06 20'-0" --, 20'-0" CONNECTOR: L 2X4 8"REINF.CONC.FDN WALL ON SIMPSON WSWH18X8 TUD WALL 24"X 12"REINF.CONC.FOOTING W/ g t�l HE -SHEARWALL (3)#5 REBAR ------------------ _ T -------------------- _ --_-----.__ - LL .. wi r------------------------------------------------------� r--- 1 __ _____ ________ I I 4X6 I i-------------------------------------------1 1 P ST# I I � P ; 4 : 4x6 POST UP W/ , , 4X6 —/ POST UP I I 1 ' : CONNECTOR: POST UP I SIMPSON � CBSQ44-SDS2 i i i i i ,� 1 NOTES 1 ' I REV 1: ' 1 POST BASE(TYP.) ' ' 1 1 i � I 1 i I i i i i o DELETED SCREENED PORCH I I 1 I I 1 I 1 AND SCREENS •a 1 , L. I 1 y,, 1 I . 5"SLOPING CONC. SLAB W/ ' v 16X6 W2.0XW2.0 WWM > i 4"CONC.SLAB W/ I (PITCHED 1/8"PER FOOT) 1 I �6X6 W1.4X1N1.4 WWM 1 ' I rJ L 1 1 I , I rJ ° L, CD - - - — - — - ' T#4 I I I I 1 1 - - - - - - - —4x6 POST UP w/ i - - i— - — - — - — - — - — - — - — - — - — - —I- — i_ i POST#5 P 2x4 EITHER SIDE W/i i� I i 4x6 POST UP v// - — - —4x POST UP w/ — ' GC COORDINATE TOP OF WALL CONNECTOR: ' ' CONC.FOOTING: 1 I 2x4 EITHER SIDE W/ 2x4 EITHER SIDE W/ HEIGHTATGARAGE DOOR OPENING CONNESIMPSON L-I rJ 36"X 36"X 12" I 1 J CONNECTOR: CONNECTOR(1 1 TO ACCOMMODATE 1 I' , r SIMPSON SHEET TITLE 1 CBSQ44-SDS2 1 I FOOTING W/ I 1 1 SIMPSON 1 1 1 SLOPING GARAGE SLAB AND #5 @ 12"OC 1 ' CBSQ44-SDS2 1 ' INTERSECTION W/DRIVEWAY (POST TO FDN) i ( ) (POST FDDN)POST TO FDN 234E MAIN RAD11944 I I I I I 1 1 I NOTE: 1 I FOUNDATION PLAN& 1 POST#3 , I . , REFER TO FLOOR PLAN ON SHEET A-3 1 I 1 1 o ROOF FRAMING PLAN I 1 4x6 POST UP W/ ' I FOR POST PLAN LOCATION DIMENSIONS. I 1 I I I I I I I 1 1 I : CONNECTOR: 1 1 ' 1 SIMPSON DATE: 2024-10-20 I ? CBSQ44-SDS2 I I I 1 I I I 1 I 14X6 4X6 I i i i SCALE: 1/4"=1'-0" ' ' POST BASE(TYP.) ; ,POST UP w ' POST UP----------------------------------------' '------__----_--- I 1 1 I I � 1 ----- ------------------------------ V L_ — ---- — — — --- ---- — - --° I. _ ---------- - ------------------------------------------------ y J CONNECTOR:SIMPSON WSWH18X8SHEARWALL ------------r------------ ------------------------------------ J ---------- - L:� k2 u (SEE INSTALLATION INSTRUCTIONS FOR AB REQUIREMENTS(TYP) 4" "SHELF I - fillJ19'-21/4" 4" I:.� 7 � U �' '' ? 5 0n 1 22'-11 1/2" SHELF I 15'-2 1/4" 60'-0" I jP! OnP.5 A-2 FQUNDATION PLAN ARCHITECT: SIDING: NORTH 1X2 CEDAR BATTENS @ 12"OC ON 1/2"CEDAR FACED PLY. EXTERIOR SIDING ON 4 C DESIGN GROUP A-5 1/2"PLY. SHEATHING W/A-SIDE EXPOSED TO INTERIOR ON , ROOF OVERHANG I 3 1/2" 3'-8 1/2" 1/2" 11'-10 1/4" 0 CROSS STREET STUDS STUDS NEWTON, MA 02465 FIR 2X4 STUDS @ 12"OC - ABOVE I T.617-969-1937 - - - - - - - - - - - - - - - - - - - - - - - F - - -I�- - - 71- - - - - - - - T 5 1/2" 5 1/2" 5 1/2' I IT I I I I I 5 1/2" 1 6-2 1! '1 P T 1 1 6-2 1/2" 11 IST (-2 1/2" POST 3'-7 1/2" I I I I I POST I I I I I I 11 I DN 6" 1 1 l I 1 1 N I BUILDER: _ _ — 11 — _ _ I 1 1 1 1 , 1 1 1 1 I 1 1 I,l o Q PLY. C L. 2 1 1 1 1 I EAST B I T-IN KLOTZ HOMES o I 100,1 I I /I I 1 11 11 I 1 1 11 1 1 N 102.2 11 SOFA 1 1 I A-4 WADING RIVER,NY Lr, a \ �I I T.631-252-2510 I 1 \ 16-FT X 7.51FT / 1 1 I I I I I 1 o'-o" I I I I 10'-0" I I 1 1 N I 1 GARAGE\DOOR l I / III I I I I I I L I I 1 1 M 1 1 I I I I o ROOF 0FTERS 1 1 I 1 1 I I 1 1 1 1 III I I 102.1 I I I I I I &RIDG BEAM ABOVE I I OPEN I I I II I PORCH I 1 I 1 POOL I I IDRESSING - STRUCTURAL 1 \ I I l I GARAGE I ' l I FIN FLOORI l I 1 1 I'I I I I I I I q ENGINEER: coNc sl- 1101 1 I I I I HOUSE I I / 1zo 100 I I ;� I ( I I I I I I CONDON ENGINEERING,PC \ I I I I I I (POLISHEDI&STAINED) I I 102 I 1 z 1755 SIGSBEE ROAD I I I I I I I I I I I I I - T.631-298-1986 MATTITUCK, NY 11952 - - - - o v WEST 1 --_\ == - -u== == _ ___�— __ - - - - _ LL _�-----_ -__ -_ _ - ILL  _ __ --= 1 - - - - - - - - - - - - - - - - - - - - - - - - - FF FT FF \ I I I IDIN 1 I I I I FIN FLOOR: I 1 SLOPI CONC. SLAB 1X2 CEDA' BATTENS @ 12"IQ C ON 1 I 11 I CONC. SLAB I I 1/2"CEDAR FACED PLY. EXI�ERIOR SIDING ON I I I 1 1 11 � l I (POLISHED&9TAINED) 1 1 1 \ (PITCH!1/8"PER FOOT) 1 IOUTDO - 1 1/2"PLY.I F�EATHING W/A-STILE EXPOSED TO(INTERIOR ON 1 I 11 � 1 q FIR 2X4 STUDS @ 12"OC I I I I I I I 3 1/2" 1 I 19'-6 3/4" I 1 31/2" ST)1D II \ 111 11 11 STUDS PLY. II II L 11 11 11 it I1 I1 11 102.3 i q ILGE) L 10'-0" 10'-0" L 1 1 1 I I o 1 1xi 0 I I \ II L I I I I I I I I L I / I 4 I I 1 I I I I 11 I 4 1 `° C L. 1 1 4'-0" — \1 I I I I I DN 6" 1 1 11 I 1 1 I 111 lI I I I IT 11 11/2" II I1 I1 II II II II II 11/2' 11 31/2" I FIN. o - �— DN 6" COUNTER 3'-6 3/4" POINT OF USE 1 1 I I I I I 1 1 I I I I I I I jI'I 1 1 I I TANKLESS ELECTRIC 00 I I WATER HEATER _ - - - I - - - - r =- -- _ ABOVE I 1 1 OO.A I 00. I I 11 11 I I , I 1 1 1 I 02.A 02. I "_1 3/4" (WALL MOUNTED) ll - - - - - - - - - - - �- - - - - - - - 11 - - _U- - - - L - - �- - - - - - - - - -� - - - - - - - -1 . 10'-0" 5 1/ 5 1/2" A-4 15 1/2" 3 1/2" 11 POST Posi POST STUDS '= 19'-9 1/4" 5 1/2" I 6'-2 1/2" 6'-2 1/2" 6'-2 1/2" I 3'-7 1/2" 15'-10 1/4" POST sourH R PLAN REVISIONS F OO A-5 EXPOSED CONDUIT AT HEADER FOR 1 2025-01-06 FUTURE SUB-PANEL WEATHER-PROOF EXTERIOR ELECTRICAL PANEL I I I I I i I FUTURE F4 �F4 _ FIXTURE LEGEND: SUB-PANEL CL. 2 -' DASHED LINE DENOTES LOCATION I ' --WIFI � WIRING CHASE i 1 1 @ 20"ABOVE FLOOR F1 EXTERIOR LANTERNS(WALL) / --SECURITY i ' 1 NOTES REV 1: F2 EXTEIOR WALL LIGHT \ _ F3 LOW VOLTAGE(1 2V) / I _ I --- ------ ---------7- F5.2 i 1 UP-LIGHT AT CUPOLA \ � - � S� � �\ F4 WALL MOUNTED BOX FOR \ / �� ' i I DELETED SCREENED PORCH F6-8-FT OPEN � _ ``;� � \ SCONCE UP-LIGHT , AND SCREENS (EXPOSED CONDUIT) \ PORCH POOL ' i I F5.1 BEAM MOUNTED BOX \ / \ I GARAGE I HOUSE � ' 1 FOR FAN / -r - ---- ---- ----- ---- \ 1 F5.2 BEAM MOUNTED BOX \ _ - � p FOR PENDANT LIGHT \ / / F3 F3 F3 F5.1 \3 F5.1 a I F3 I DUSK F6 FLUORESCENT FIXTURE 1 F5. /;� / , 1 I LIGHT F2 \ / I ' ' / / / _ - I I ' i i 1 I SENSOR - - - - - - - - - - - - - - - DUSK / \ ELECTRIC 1\ LIGHT / ' I' I I' I i i I- i I SHEET TITLE DOOR SENSOR / \ OPENER \ I \ \ �'- \ F3 I I 1 1 �/ I , I F4 I 1 / \ \ F3' FF3/ 3/ �3/ I , I 1 2345 MAIN ROAD 1 \ / \ DOOR -�-- ---- ---- ---- ---- i 1 1 i 1 GREENPORT,NY 11944 FLOOR PLAN& / \ F6-8-FT \ ( 1 REFLECTED CEILING PLAN DATE: 2024-10-20 = " ) 1 PROVIDE POWER FOR SCALE: 1/4" 1'-0 \ ' -- --- - ----- ----T----- CL. 1 1 POINT OF USE COUNTER, TANKLESS ELECTRIC L I \,i/ LL-- I BELOI / -- - - -- - I WATER HEATER I F4 (1�F4 I L- F4 F4 J IXI A- 3 I I I RPRECTED CEILING PLAN 10'-0" L RIDGE ARCHITECT: 15"CENTERLINE"DUTCH SEAM"CONTINUOUS CONNECTOR:SIMPSON LSTA30 TECHLER DESIGN GROUP STANDING SEAM METAL ROOFING BY ATAS 40 CROSS STREET (WITHOUT RIBS)ON 3'-8 1/2" NEWTON,MA 02465 kL RIDGE 2x6 T&G FIR DECKING 5" 12 T.617-969-1937 I v �= 6 (hUJ (� I N H= I 4X4 ON I BUILDER: SIDING: 2X4 1X2 CEDAR BATTENS(PAINTED)@ 12"OC ON I 1X_CEDAR CLOSURE PANEL KLOTZ HOMES 1/2"CEDAR FACED PLY. EXTERIOR SIDING(PAINTED)ON I (PAINTED) WADING RIVER, NY 1/2"PLY.SHEATHING W/A-SIDE EXPOSED TO INTERIOR ON T.631-252-2510 FIR 2X4 STUDS @ 12"OC OUTDOOR SHOWER 4x4 HEADER FOR CONNECTOR: ENCLOSURE W/ KING POST TRUSSES SIMPSON LSTA30 6"HALF-ROUND 1X4 CEDAR SLATS ZINC GUTTER W/ (PAINTED) I GUTTER BRACKETS AT PRE-FABRICATED EACH 4X10 RAFTER KING POST TRUSSES @ 48"OC. STRUCTURAL I (4X4 POST AND TOP&BOTTOM CHORDS) ENGINEER: COORDINATE CONNECTION TO HEADER W/STRUCTURAL ENGINEER CONDON ENGINEERING, PC 1755 SIGSBEE ROAD MATTITUCK,NY 11952 CONNECTOR: T.631-298-1986 4X10 RAFTERS I 15"CENTERLINE"DUTCH SEAM"CONTINUOUS SIMPSON LSTA12 @ 48"O.C.TYP. I STANDING SEAM METAL ROOFING BY ATAS ( - (WITHOUT RIBS)ON CONNECTOR: 2x6 T&G FIR DECKING SIMPSON AU410 MAX I ZINC DOWNSPOUT ►� I HANGER RAFTER TO `'' CRUSHED STONE I 12 RIDGErh DRIP EDGE AT GRADE 2'-0" 6 RIDGE BEAM: 5-1/2X18 FIN.GRADE p ANTHONY POWER < OG BEAM O 6"HALF-POUND A$ z ZINC GUTTER W/ ( EIS@ 3 1/2" 3'-0" I L -J w EACH 4Xi0RACKETS RAFTER AT a�1pRPF� �L mCONNECTOR: SIMPSON 2-H2.5 STRAPS I UI EACH RAFTER io CD 4 0LIL w HEADER: L g X 4X10 �' = I Q ELEVATION - EAST `° m 0 I M LJ L r 0 ° o I- 0 ' REVISIONS i 1 2025-01-06 Q \ I �L RIDGE w o i POST BEYOND pop _ I v00 TYPICAL DETAIL AT WALL SILL: cl) 0 ! 5/8"DIA.X 12"LONG GALV. � 0 I SIDING: ANCHOR BOLTS @ 28"DC, 0 1X2 CEDAR BATTENS(PAINTED)@ 12"OC ON I 12"MAX. FROM CORNERS W/ 1/2"CEDAR FACED PLY. EXTERIOR SIDING(PAINTED)ON I SIMPSON BPS 5/8-3 WASHER ! i I 1/2"PLY.SHEATHING W/A-SIDE EXPOSED TO INTERIOR ON j R NOTES FIR 2X4 STUDS @ 12"OC i`, REV1: 6"HALF-ROUND ZINC GUTTER W/ ; DELETED SCREENED PORCH I GUTTER °�I. �- ` S j AND SCREENS BRACKETS AT EACH 4X10 RAFTER r -� I P• 1 I I 4„ 4i i I , 4"CONC.SLAB, POLISHED&STAINED W/ IL --------------------- - I 6X6 W1.4XW1.4 WWM 4X10 RAFTERS i i I i i #5 REBAR @ 48"O.C.TYP. i i GARAGE DOOR c HEADER: I I 6"STEP DOWN SHEET TITLE TO FIN.GRADECD .1`p 5-1/2X16 i i - � °.--^�v� __—�s�������_��������_�.�� °-•-'--o���:�.�T��.�a I I ANTHONY POWER BEAM I ZINC DOWNSPOUT o CRUSHED STONE I i I 2345 MAIN ROAD DRIP EDGE AT GRADE i i I i /(2)#5 REBAR I GREENPORT, NY 11944 16-FT X 7.5-FT I i i \ -4`' r4" GARAGE I I i I EXTERIOR ELEVATIONS& FIN.GRADE i i DOOR If '—8' , I WALL SECTION I I I I I I I I s L: #4 @ 32"OC o DATE: 2024-10-20 L--------J ° .. , ALE: 1/4"=1'-0" co 8"REINF.CONC. FDN VIALL ON 24"X 12"REINF. CONC.FOOTING W/ (3)#5 REBAR ELEVATION - WEST . WALL SECTION - 1 o - SCALE: 3/4" = V-0" v (3)#5 REBAR ARCHITECT: TECHLER DESIGN GROUP 15"CENTERLINE"DUTCH SEAM"CONTINUOUS 40 CROSS STREET STA4DING SEAM METAL ROOFING BYATAS NEWTON, MA 02465 (WITHOUT RIBS) T.617-969-1937 BUILDER: KLOTZ HOMES WADING RIVER, NY T.631-252-2510 OUTDOOR SHOWER STRUCTURAL ENCLOSURE W/ 1X4 CEDAR SLATS ENGINEER: (PAINTED) CONDON ENGINEERING,PC 1755 SIGSBEE ROAD MATTITUCK,NY 11952 6"HALF-ROUND T.631-298-1986 ZINC GUTTER W/ GUTTER BRACKETS AT EACH 4X10 RAFTER i i EE d] OPEN OPEN OPEN i FIN.GRADE 1DOWNSPOUT#1 DOWNSPOUT#2 DOWNSPOUT#3 DOWNSPOUT#4 SIDING: 1X2 CEDAR BATTENS(PAINTED)@ 12"OC ON 1/2"CEDAR FACED PLY. EXTERIOR SIDING(PAINTED)ON 1/2"PLY.SHEATHING W/A-SIDE EXPOSED TO INTERIOR ON FIR 2X4 STUDS @ 12"OC r' ELEVATION - SOUTH REVISIONS = 1 2025-01-06 15"CENTERLINE"DUTCH SEAM"CONTINUOUS STANDING SEAM METAL ROOFING BYATAS (WITHOUT RIBS) i NOTES REV 1: OUTDOOR SHOWER DELETED SCREENED PORCH ENCLOSURE W/ 1X4 CEDAR SLATS AND SCREENS (PAINTED) SHEET TITLE i OPEN OPEN OPEN i 2345 MAIN D GREE PORT,NY11944 EXTERIOR ELEVATIONS FIN. GRADE -LULULLL DATE: 2024-10-20 SCALE: 114"= 1'-0" SIDING: 1X2 CEDAR BATTENS(PAINTED)@ 12"OC ON 1/2"CEDAR FACED PLY. EXTERIOR SIDING(PAINTED)ON 1/2"PLY.SHEATHING W/A-SIDE EXPOSED TO INTERIOR ON FIR 2X4 STUDS @ 12"OC ELEVATION - NORTH ARCHITECT: TECHLER DESIGN GROUP 40 CROSS STREET NEWTON,MA 02465 T.617-969-1937 / BUILDER: \ KLOTZ HOMES I / \ WADING RIVER,NY ' / \ T.631-252-2510 / I Simpson LSTA30 Ridge I Strap at each Rafted ( I 2-SIMPSON H2.5A RAFTER STRUCTURAL OR TAIL TO TOP PLATE 1 ENGINEER: \ 2-SIMPSON H2.5A TOP , CONDON ENGINEERING,PC � 1755 SIGSBEE ROAD H2A CONNECTO S D TOP PLATE PLATE TO STUD 1755 SI LICK,NY 11952 AD � T.631-298-1986 2-SIMPSON H2A HURRICANE TIES AT 2-SIMPSON H2.5A HURRICANE TI fF.d \ EACH RAFTER TAIL(INSTALLED ON AT EACH RAFTER TAIL(INSTALLED ON EXTERIOR SIDE ONLY) INTERIOR SIDE ONLY) ,., - - - - - - - - - - - - - - - - - - - - 1 5/3-0 GALV ANCHOR BOLT WITH�1 SIMPSON BP5/8-3 BEARING PLATE i I I I 2-SIMPSON H8 STRAPS I . I I I SIMPSON LSTA36 I STRAP SEE FOUNDATION DETAILS I ( I I I I 1 REVISIONS TYPICAL WALL AND SILL STRAPPING DETAIL TYPICAL WINDOW AND DOOR HEADER STRAPPING DETAIL EACH CORNER TYPICAL BUILDING SECTION NTS NOT TO SCALE NOTES NOTCH d DEPTH<1/ HOLE EDGE 16d AT 12"O.C.WITHIN SPLICE DISTANCE> 6-16d NAILS(EACH SID SHEET TITLE OUTER 1/3 OF HOLE DIAMETER 2345 MAIN ROAD SPAN ONLY <2/5d GREENPORT,NY 11944 SINGLE STUD HOLE DIAMETER TYPICAL STRUCTURAL DETAILS STUD <3/5d DOUBLE STUD JOINT IN UPPER TOP DATE 2024-10-18 PLATE JOINT IN LOWER TOP PLATEATSTUD SCALE: N.T.S. HOLE EDGE PLATE AT STUD DISTANCE>518" NOTES: 1. THE MINIMUM SPLICE IS 6-1613d EACH SIDE OF UPPER JOINT FOR 2X PLATES. USE MINIMUM SPLICE UNLESS OTHERWISE NOTED ON THE PLANS. 2. PROVIDE CONTINUOUS TOP PLATES NO JOINTS WHERE WALLS ARE 17-0- f, r • OR LESS IN LENGTH. £" STUD NOTCHING AND BORING LIMITS TYPICAL TOP PLATE NAILED SPLICE DETAIL NOT TO SCALE NOT TO SCALE ` J ARCHITECT: TECHLER DESIGN GROUP 40 CROSS STREET NEWTON,MA 02465 T.617-969-1937 0 0 0 3 0 I O 3 I BUILDER: O I O I O O ( 3 KLOTZ HOMES I I I O WADING RIVER,NY T.631-252-2510 I 0 1 10 3 3 1 I O I 1 I I I I STRUCTURAL o ENGINEER: I I O I O I O O CONDON ENGINEERING PC I I 1755 SIGSBEE ROAD I I MATTITUCK,NY 11952 T.631-298-1986 I I I o l 03 I I I I o I o t o o I 0 11 0 3 I 1 I 3 I I o I o t o 3 I 13 I o I 0 30 3 O iNiailina Zones for Roof Sheathina in 130 MPH Ultimate Gust Wind Zone REVISIONS U8 U8 MOMENT CRITICAL ZONE d/4 SHEAR SHEAR d/2 CRITICAL ZO E CRITICAL ZO E MOMENT CRITICAL ZONE �_&4 Zone 1 Zone 2 Zone 3 U4 U2 U4 SUPPORT NOTES Field 6" O.C. 12" O. . 4" O.C. Do NOT DRILL IN CRITICAL ZONES P a n e I Edges 6" O•C• 6" O.C. 4" o•C• UNIFORMLY LOADED SINGLE SPAN BEAM GLUED LAMINATED TIMBER NOTES: Nailing Requirements for 130 MPH U Iti m ate Gust 1. THE MAXIMUM SIZE HORIZONTAL HOLE (THROUGH THE WIDTH OF THE BEAM)SHALL > > NOT EXCEED 14/2 INCHES. 2. EDGE AND END SPACING ANY HORIZONTAL HOLE MUST BE A MINIMUM OF 4 HOLE 1 2" Thick Roof Sheathing with 8d Common Nails DIAMETERS FROM THE TOP OR BOTTOM SURFACE OF THE GLUED LAMINATED TIMBER MEMBER,AND 8 HOLE DIAMETERS FROM THE MEMBER ENDS.THE DISTANCE SHEET TITLE IS MEASURED FROM THE EDGE OF THE MEMBER TO THE CENTERLINE OF THE HOLE 3. SPACING BETWEEN HOLES: FIELD ADDED OPEN OR ACCESS HOLES NOT SHOWN ON 2345 MAIN ROAD Roof Sheathin THE CONTRACT DRAWINGS SHALL BEA MINIMUM OF 8 HOLE DIAMETERS GREENPORT,NY 11944 I� ailing FROM ANY HOLE IN THE MEMBER. THE DISTANCE IS MEASURED FROM THE EDGE OF Details THE HOLE TO THE NEAREST EDGE OF THE EXI STING HOLE. TYPICAL STRUCTURAL DETAILS 4. NUMBER OF HOLEBETERMINE THE NUMBER OF FIELD ADDED HOLES ALLOWED BY ALLOWING ONE HOLE PER EACH 5 FOOT LENGTH OF THE MEMBER. SCALE: N.T.S. DOES 5. OTHER HOL N ESION OT APPLY O SPACING E NOT DESCRIBED BED ERE REQUIRE REVIEW BY A QUALIFIED DATE 2024-10-18 TIMBER DESIGNER L=LENGTH OF BEAM D=DEPTH OF BEAM SCALE: N.T.S. TYPICAL ANTHONY POWER BEAM GLULAM PENETRATION SCHEDULE AND DETAIL NOT TO SCALEA-7 ARCHITECT: TECHLER DESIGN GROUP 40 CROSS STREET NEWTON,MA 02465 T.617-969-1937 BUILDER: KLOTZ HOMES WADING RIVER,NY T.631-252-2510 Table 3.1 Nailing Schedule(Wood Framed Construction Manual 2018 , Page 149) Number of Number of STRUCTURAL Joint Descripton Common Nails Box Nails Nail Spacing ENGINEER: ROOF NAILING CONDON ENGINEERING,PC Rafter to Top Plate (Toe-nailed) 3-10d 3-16d per rafter MASS E ROAD � MATTfTUCKTUCK,NY 11952 Ceiling Joist to Top Plate(Toe-nailed) 3-10d 3-16d per joist T.631-298-1986 Ceiling Joist to Parallel Rater(Face-nailed) 10-16d 10-40d each lap Ceiling Joist Laps Over Partitions(Face-nailed) 10-16d 10-40d each lap Collar Tie to Rafter(Toe-nailed) 3-16d 4-10d per tie Blocking to Rafter(Toe nailed) 3-8d 3-10d each end Rim Board to Rafter(End Nailed) 3-16d 4-10d each end Rafter to ridge,valley or hip rafters 3-10d 3-16d toe or end nail WALL FRAMING Top Plate to Top Plate (Face-nailed) 3-16d 3-16d per foot Top Plates at Intersections(Face-nailed) 4-16d 5-16d joists-each side Stud to Stud(Face-nailed] 3-16d 3-16d 24"o.c. Header to Header(Face-railed) 16d 16d 16"o.c.along ed es Top or Bottom Plate to Stud(End Nailed) 3-16d 3-16d per stud Stud to Stud at abutting studs at intersecting wall comers 16d 16d 12"o.c.face nail Continuous header to stud 4-8d 5-8d toe nail Bottom Plate to Floor Joist Band Joist, End joist or Blocking 2-16d 3-16d per foot (Face-Nailed) FLOOR FRAMING Joist to Sill,Top Plate or Gluier(Toe-nailed) 4-8d 4-10d per joist Bridging to Joist(Toe-nailed) 2-10d 2-10d each end Blocking to Joist(Toe-nailed) 2-8d 2-10d each end Blocking to Sill or Top Plate(Toe-nailed) 3-16d 4-16d each block Ledger Strip to Beam(Fay-nailed) 3-16d 4-16d each joist Joist on Ledger to Beam(Toe-nailed) 3-8d 3-10d per joist Band Joist to Joist(End-nailed) 3-16d 4-16d per joist Band Joist to Sill or Top Plate(Toe-nailed) 2-16d 3-16d per foot REVISIONS ROOF SHEATHII 4G Structural Panels 8d 10d See roof sheathir g nailing detail on structural sheets CEILING SHEATHING Gypsum Wallboard I 5d coolers 5d coolers 7"edge/7"field WALL SHEATHING Structural Panels 8d 10d 6"edge/12"field Structural Fiberboard Panels 1/2" 11 ga.galy.roofing nail 0.12"x 1 lrr long 7 6"head 3"edge 6"field Structural Fiberboard Panels 25132" 11 ga.gale.roofing n l 0.12"x 1 314"long 3Er head 3"edge 6"field Gypsum Wallboard 5d coolers 5d cooler, 7"edge 7"field NOTES Particle Board Panels 8d 8d Per Man ufacturer FLOOR SHEATHING Structural Panels 1"or less 8d 10d 6"edge/12"fiE Id Greater than 1" 10d 16d 6"edge/12"fie Id (1) Nailing requirements arr based on wall sheathing nailed 6"on-center at the panel edge. Alternate nailing schedul 3s shall be used where wall sheathing nailing is reduced. For example, if wall sheathing is nailed 3 inches on-center at the p el edge to obtain higher shear capacities, nailing requirements for structural members shall be doubled, or alternate connecto shall be used to maintain load path. (2)When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to reduced to 1 -16d nail per foot. SHEET TITLE 2345 MAIN ROAD GREENPORT,NY 11944 STRUCTURAL NAILING SCHEDULE DATE: 2024-10-18 SCALE: N.T.S. A- 8 S! 111 ARCHITECT: TECHLER DESIGN GROUP Foundation Notes: Framing Notes: 40 CROSS STREET NEWTON,MA 02465 The contractor is to verify all measurements in the field and an T.617-969-1937 The contractor is to verify all measurements in the field and any discrepancies are to be brought to the attention of fy y discrepancies are to be brought to the attention the Engineer prior to construction. of the Engineer prior to construction. 1. All concrete 3,500 psi after 28 days minimum. Wood Framing BUILDER: 2. All rebarASTM A-615 Grade 60. 1. All lumber is to be No.2 or better Douglas Fr Larch(N)with the following minimum specifications: KLOTZ HOMES WADING RIVER,NY 3. Rebar installed along the top of the foundation walls without windows are to be installed 10"below the top Fb=825 psi T.631-252-2510 of the foundation wall. Rebar installed along the top of foundation walls with windows are to be installed 3" Fv=95 psi below the bottom of the window opening. Fc perp=625 psi E=1,600,000 psi 4. All snap off form ties are to be removed and remaining openings are to be sealed/grouted. STRUCTURAL 2. All Laminated Structural Lumber is to have the following minimum specifications: ENGINEER: 5. The foundation contractor shall coordinate with the plumbing and electrical contractors relative to installation of sleeves and other penetrations prior to pouring concrete. Fb=2,800 psi CONDON ENGINEERING,PC Fv=290 psi 1755 SIGSBEE ROAD 6. The Engineer is to be contacted if unacceptable or questionable soil is encountered during excavation. Fc perp=740 psi MATTT298-IFUCK,NY 11952 g p q g T.631-298-1986 Unacceptable soil is soil containing day and/or organic material. E=2,100,000 psi 7. Install isolation joints along foundation walls and at column and other floor penetrations. 3. All treated lumber is to be No. 2 or better Southern Yellow Pine with the following minimum specifications: 8. Installed contraction joints in the cellar floor slab every 18'minimum. Fb=975 psi Fv= 175 psi 9. Foundation excavation is not to be back filled prior to the installation of the floor framing. Fc perp=565 psi E= 1,600,000 psi 10. Backfill along foundation walls is to be clean material and is to be mechanically compacted in 6"lifts to 95% of maximum dry density. 4. All wall sheathing is to be 23/32 inch APA Rated Exposure 1 plywood and shall be fastened to the studs as per the nailing schedule on this sheet Slab Site Preparation 5. Solid blocking is to be installed every 8'max or mid span of all floor joists with spans exceeding 8'. *The area where the slab is to be installed is to be excavated to the necessary elevation to meet the final top of the slab elevation shown on the Architectural drawings. 6. Double joists are to be installed below parallel walls. *The areas where the slabs is to be installed are to be Proof Rolled in accordance with ACI 302.1 R.The Engineer 7. Blocking is to be installed at all point load bearing points. is to be notified if unacceptable soils are encountered during excavation and if Prof Rolling produces results that exceed ACI standards. 8. Walls are to be framed with 2x4 inch studs spaced 12 inches O.C. unless indicated otherwise. *The excavated areas along the stem walls and footings are to be back filled with clean material and mechanically 9. All plates, bolts, nails,etc.are to be galvanized or stainless steel. compacted with clean fill in 6 inch lifts. Each layer is to be compacted to 98% modified proctor. 10. Designated connectors,straps, hold downs,etc.specified on these drawings are made by Simpson unless *Base Material layer shown on the drawings is to be a compactable,easy to trim,granular fill that will remain indicated otherwise. All connectors,straps, hold downs,etc.are to be nailed/bolted in accordance with the stable and support construction traffic.A dean fine-grained material with at least 10 to 30%of particles passing a manufacturer's specifications and installed to the maximum rated capacity. REVISIONS No. 100 sieve but not containing silt,or organic material is recommended. 11. All joist and beam hangers and fasteners used on the exterior are to be Simpson 316 Stainless Steel as Slab Notes: required by Simpson. All straps and hangers located in protected interior locations are to be galvanized. *Isolation joints are to be installed between the slab and the walls. Use preformed joint filler that is to be cut 112 inch 12. All bolts nuts and washers are to be stainless steel or hot dipped galvanized. below the slab surface and the resulting joint is to be filled with an elastomeric joint sealant. *Contraction joints are to be installed as shown in the drawings and are to be A4 the thickness of the slab but not less than 1 inch deep. *The welded wire reinforcement is to be placed in the top third of the slab and is to be adequately supported by precast concrete bar supports to assure that the reinforcement is held in position during concrete placement and NOTES finishing. LEGEND: Design Loads.- 1. PA= POST ABOVE - Roof-Live Load-30 psf Based on ASCE-7 and THIS BUILDING IS DESIGNED AS AN ENCLOSED Pg = 25 psf per Figure R301.2(5) STRUCTURE. 2. APB =ANTHONY POWER BEAM - Dead Load - 15 psf SHEET TITLE 2345 MAIN ROAD 3. WINDOW AND DOOR HEADERS TO BE (2) - 1 st Floor - Live Load -40 psf GREENPORT,NY 11944 Design Criteria - NYS Residential Code R301.2.1.1 and utilized the sTRucruRAl 4X8 HEADERS WITH (2) 2X STUD POST - Dead Load - 15 psf methods and procedures stipulated in Chapter 2 Engineered SMUCTGENERAL NOTES RAL UNLESS OTHERWISE SPECIFIED ON THE Design and Chapter 3 Prescriptive Design in the American Forest PLANS. -Wind Loads- 130 mph Ultimate gust-ASCE-7 and Paper Association Wood Frame Construction Manual for One DATE 2024-10-18 qh = 25.8 psf(Exposure B) and Two Family Dwelling Units - High Wind Addition and ASCE 7. SCALE: N.T.S. 4. ALL POSTS TO BE (2) 2X STUD POSTS Roof C&C Loads: UNLESS OTHERWISE SPECIFIED ON THE -44.3 psf(Zone 1) - PLANS. - 57.4 psf(Zone 2) -66.4 psf(Zone 3) 'r Wall C&C Loads: -31.6 psf(Zone 4) 4 1 - 38.0 psf(Zone 5)