The URL can be used to link to this page

Home My WebLink About50007-Z �o��oF so�lyo`o Town of Southold * * P.O. Box 1179 53095 Main Rd �fCOUNWV�' �o Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45861 Date: 12/20/2024 THIS CERTIFIES that the building ACCESSORY Location of Property: 1275 Ruch Ln Greenport,NY 11944 Sec/Block/Lot: 52.-3-14.1 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 10/16/2023 Pursuant to which Building Permit No. 50007 and dated: 11/08/2023 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 as applied for. The certificate is issued to: 153 Herricks LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 50007 11/14/2024 PLUMBERS CERTIFICATION: QSM�A u ize Signature SufFoc,t. TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY .'ljpl 4 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#: 60007 Date: 11/9/2023 Permission is hereby granted to: Hoffman, David 225 Fifth Ave Apt 11 E New York, NY 10010 To: construct accessory garage as applied for. At premises located at: 1275 Ruch Ln, Greenport SCTM #473889 Sec/Block/Lot# 52.-3-14.1 Pursuant to application dated 10/16/2023 and approved by the Building Inspector. To expire on 5/1012025. Fees: ACCESSORY $389.00 CO-ACCESSORY BUILDING $100.00 Total: $489.00 Building Inspector SOUT�oI Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlin(cD-town.Southold.ny.us Southold,NY 11971-0959 Q BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: David Hoffman Address: 1275 Ruch Ln city:Greenport st: NY zip: 11944 . Building Permit#: 50007 Section: 52 Block: 3 Lot: 14.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Joseph Mauro & Sons License No: 4492ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1 st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 3 Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel 60A A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 4'LED 4 Exit Fixtures Sump Pump Other Equipment: 60A Panel 24 Circuits / 10 Used Notes: Acc. Garage Inspector Signature: J Date: November 14, 2024 Fixed 1275RuchGarageElectric Fot,��o Town Hall Annex hy►� G.j. Telephone(631)765-1802 54375 Main Road P.O.Box 1179 go 0 Southold, NY 11971-0959 BUILDING DEPARTMENT ,L-> TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. J� Owner: S 3 f-}E'P�P2 I C K s L 1.C (Please print) Plumber: AW- Py ro L-ow l o t (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. 4'�" 'k, (Plumbers Signature) Sworn to before me this 7--10 MunikrMjewaki day of No LQ r v")L& 20 Z'i NARY PUBLIC,STATE OF NEW YORX Registration No.01 NfA6392440 ;n Suffolk County COtg4LS5t017 Expires 0 /28/20i.727 Notary Public, County FV oe souryO� # TOWN.O'F SOUTHOLD BUILDING DEPT. coam, 631-765-1802 INSPECTION M FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ]..FOUNDATION 2ND. [ ] . INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: fm 1 rN/,- - ovsl To &zv l DATE INSPECTOR Qs,f so ® q �7 -to - # # TWWN OF SOUTHOLD BUILDING DEPT. o�m 631-765-18"02 T1 " INSPEC ON [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [. ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 61 �► -� 0 UA/A o ,, 1J-CZ,4,A-CC-� cruet, 4 DATE �� INSPECTOR 90001 ��pF SOUTyo6 # # - TOWN OF SOUTHOLD BUILDING D.EPT. cOUNiV��o 631-765-1802 INSPECTION [ ]' FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ]7FUNDATION 2ND [ ]. INSULATION/CAULKING [ FRAMING /STRAPPING A [ ] .FINAL ] FIREPLACE.& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]: FIRE RESISTANT PENETRATION- [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 1�ia mkrw6 DATE �� 0'2 INSPECTOR ue Sorry°� o 1 2 7S # # . F�SOUTHOLD BUILDING DEPT. TOWN O�o O 631-765-1802 I 'NSPECTION ' - I FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [- ] . FIREPLACE'& CHIMNEY [ ] ,FIRE SAFETY INSPECTION [ ] -FIRE RESISTANT CONSTRUCTION. [ .] FIRE RESISTANT-PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Aown�t ki� col Aa)ck, DATE L " INSPECTOR *pf So�Tyo h� �O # # TOWN OF SOUTHOLD BUILDING DEPT. couffm ' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST./ REBAR [ ] 'ROUGH PLBG. [ ] .FOUNDATION 2ND [ ] IKISULATIOWCAULKING ] FRAMING/STRAPPING [ FINAL A't- [. ] FIREPLACE & CHIMNEY: [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] _FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: (��dw� I/� � -✓ ` DATE )'I INSPECTOR FIELD INSPECTION REPORT DATE COM ENTS FOUNDATION (IST) ------------------------------------- FOUNDATION (2ND) � con ROUGH FRAMING& 5'' PLUMBING v hC7 INSULATION PER N.Y. STATE ENERGY CODE FINAL 4- ADDITIONAL COMMENTS a z C �b Ny � o z x d b H �o�SulfoCk�oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT co Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 Telephone(631)765-1802 Fax(631) 765-9502 h_ptt s://www.southoldtowmy.Roy Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only 5666 F.� PERMIT NO. Building Inspector: .Applications and forms must be filled out' their'entirety:Incompleten��0r� , XJ applications will not be accepted. Where the Applicant'is not the owner,any�� Owner's Autliorization'forri (Page-2)shall be compli,e d. N Date:10/4/23 ti OWNERS)O'F,PROPERTY Name:DAVID HOFFMAN SCTM#1000-052-03-14.1 Project Address:1275 RUCH LANE.SOUTHOLD NY 11971 Phone#:917-855-9099u _. _e ._sA._.._._ Email davidghoffman1 @gmaii.com __--, Mailing Address:225 5th Avenue - 11 E New York NY 10010 CONTACT PERSON: Name:KATHERINE SAMUELS Mailing Address:25235 MAIN ROAD CUTCHOGUE NY 11935 Phone#:631-734-6405 Email KATE SAMUELSANDSTEELMAN.COM DESIGN.PROF.ESSIONAL INFORMATION Name (SAME,AS.�4BOVE) Mailing Address: Phone#: Email: :CONTRACTOR'INFORMATION:' Name:TBD Mailing Address: Phone M Email: DESCRIPTION OF`PROPOSED CONSTRUCTION ®New Structure ❑Ad ition ElAltymtion ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $150,000 1.Will the lot be re-graded? ❑ es BNo Will excess fill be removed from premises? ❑Yes BNo - 1 1 r Existing use of property:RESIDENTIAL Intended use of property:RESIDENTIAL Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes @No IF YES,PROVIDE A COPY. 8 Check Box After.Reading:.The owner/contractor/design professional rs responsible f&all drainage and storm waterYissues as provided by gtapter236of the Town;Cade.-.APPLIchm_fJ:IS.HEREBYNWDEto tfie^Building.DeparAnentfortheiswanceof,aBuddingPerniitpursuant the Building Zone,;. Ordinance of the.Town of Southold,Suffolk_County,New York and other applk:aW laws,Ordinances or Regylatlons':for the constiuctlon of bulldmgs:` additions,alterations or foi removal or demo itlon as herein described 7hd,applicant agrees to wAt iH com`p1y applicable laws,ordinances,building code . t -Housing code and regula4lons andto admit authorized hispectors on'premises`and In bull llhj(s)fornesessa vinspeclions: he statements made herein are punishable as a Class A misdemeanor pursuantWtintion210.45 of the NewYork State Penal Law-, ,: • '" Application Submitted By(pri name):KATH E RI N E SAM U ELS BAuthorized Agent []Owner Signature of Applicant: Date: 10 M/Z13 STATE OF NEW YORK) kings COUNTY OF Icings ) kill ,S a 1M V e.�5 being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above name'd, (S)he is the A U�► a ze� Aq-e t (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief,and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this Aq��_ 11) day of 0 CAOb by .20 93 Notary Public SHENICE CKARLES PROPERTY OWNER AUTHORIZATION NOTARY PUBLIC,$PATE OFNEWYORK 0 1"CH6414283 (Where the applicant is not the owner) (JUALIFIED IN NEW YORKCOUN COMMISSION EXPIRES FEBRUARYI6,20,� 1,� .(///d& �Gtt� residing at 2_ S t"7T'll„ JNedalA YE: Qom/ Q AJLj OOP&hereby authorize OYY� sC.1 14.2-(9 to apply on to the Town of SoutholpBuilding Department for approval as described herein. Owner's Signature Date Pa v/ll 6r, � a m Print Owner's Name 2 DC �O� A UG 2 7 2024 �o��gtlFFtf(,�c® B D (;� BUILDING DEPARTMENT-Electrical inspector cm �y� 0 �, EPT. TOWN OF SOUTHOLD cm 0IT mall Annex- 54375 Main Road - PO Box 1179 `" Southold, New York 11971-0959 � Telephone (631) 765-1802 - FAX (631) 765-9502 iamesh(cDsoutholdtownny.gov-- seand c(Dsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 26 Company Name: pSg M r0c Electrician's Name: N- H&V20. License No.: t, Elec. email, -h4AyRvn67CM1C 60 GSA IL. C Elec. Phone No:t 4GT- Q'f'request an email copy of Certificate of Compliance Elec. Address.: C&MpUS /1778 JOB SITE INFORMATION (All Information Required) Name: Adrian Konior Address: 1275 Ruch Ln, Cross Street: Wild Cherry Way Phone No.: 646 413-4604 Bldg.Permit#:56Z4W ,5--6v0- email:adkoninc@gmail.com Tax Map Distri t: 1000 Section:52 Block: 3 Lot: 14.1 BRIEF DESCRIITION,OF ORK, INCLUDE SQUARE FOOTAGE (Please Print'Clearly): detached garage 20' x 20` Square Footage: 1400 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 FJ2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION PERMIT# Address: 9 . Switches Outlets GFI's Surface Sconces HH's UC Lts Fridge HW POOL Fans Mini Fr. W/p Panel Pump 22-c Exhaust Oven Sump Heater Trnsfmr rti 1 cam , -1 G Smokes DW Generator Salt Gen. cA J Carbon Micro GrbDis Water Bond u �f Heat Pucks ERV Light l HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps �o Have-2-q Used Comments D �� AUG 2 7 2024 �� BUILDING DEPARTMENT-Electrical Inspector RUXpT, TOWN OF SOUTHOLD _D 1' o � 041i4 dll Annex- 54375 Main Road - PO Box 1179 o • Southold, New York 11971-0959 4-4 �ao�' Telephone (631)-765-1802 - FAX (631) 765-9502 41 jamesh(aD-southoldtownny.gov- seand(ab-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 4 26 Company Name: psi M T'NC Electrician's Name: N- VIZO License No.: �,LA4q-) Elec. email: *IwA V PoEL87CMIC OR GM Al . C Elec. Phone No: gl L1114T—JI 31 ERI request an email copy of Certificate of Compliance Elec. Address.: ai, C&k pv //7"10 JOB SITE INFORMATION (All Information Required) Name: Adrian Konior Address: 1275 Ruch Ln, Cross Street: Wild Cherry Way Phone No.: 646 413-4604 Bldg.Permit#:5894W !F>--DOO'] email:adkoninc@gmail.com Tax Map District: 1000 Section:52 Block: 3 Lot: 14.1 BRIEF DESCRIPTION-0 ORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): detached garage 20' x 20 Square Footage: 1400 Circle All That Apply: Is job ready for inspection?: ❑ YES❑ NO ❑Rough In 0 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 0 1 R2 H Frame Pole Work done on Service? D Y N Additional Information: PAYMENT DUE WITH APPLICATION PERMIT# Address: Switches I Outlets G F I's Surface Sconces t� HH's v` Urn- UC Lts Fridge HW POOL Fans Mini Fr. �p Panel �/ Pump 22� Exhaust Oven Sump Heater 2 Trnsfmr _1. F0 Smokes DW Generator Salt Gen. CA �p � � k" Carbon Micro GrbDis Water Bond 5 LightC S Heat Pucks .- ERV J Inst Hot DeHum Transfer HOT TUB/SPA Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps (,o.V" Have--9 0 Used r� Comments 1 jSSi BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 ® Southold, New York 11971-0959 yfj® a0� Telephone (631) 765-1802 - FAX (631) 765-9502 ial mesh(eDsoutholdtownny.aov - seand(a-southoldtownny.gov J&Xe � Mu.iA r-o. �- ,r6 A -c^ e— � L- mtC APPLICATION FOR ELECTRICAL INSPECTION ELECT-RtCIAN INFORMATION (All Information Required) Date: $ 5 2C, Company Na PO- L I N E5 EL-ELC-C 7 /C Electrician's Name: I L A License No.: 3 22-175 8- email: y N Elec. Phone No: 311171 l reque ail copy of Certificate of Compliance 06 Elec A o 80 Z HAHProso 14.4w, JOB SITE INFORMATION (All Information Required) Name: Prip o 19 N W N l0 Address: tV 121 N Cross Street: 011,D C H 22 W Phone No.: Bldg.Permit#: 5-pro07 email: A1)A::0A;1A;llC61Cr>14,411. Tax Map District: 1000__.----S-ecti-c�n:T Block: Lot: BRIE, DESCRIPTION OF WORK,, INCLUDE SQUARE OTAGE (Please Print Clearly): de &cAleAl' rena, Zof if W' Square Footage: lroo 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 FJ2 El H Frame El Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 8I�k I re. C- (CAS 10� PERMIT# Address: Switches Outlets GFI's Surface Sconces H H's UC Lts Fridge HW •" POOL Panel Fans Mini Fr. W/D - Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments aVE SURVEY OF PROPERTY AUG 1 2 2024 SOUTHOLD TOWN OF LD SUFFOLK COUNTYTY,, NEW YORK Building Department S.C. rnx No. E 1"=202-03-14.1 Town of Southold SCALE , 202 JULY 24, 2024 AUGUST 12, 2024 GARAGE FOUNDATION LOCATION E U�V` LLL///JJJ�IIIf IY//�I AREA = 21,661 sq. ff. S 04;gpl,�oS,�O y,Jo 0.496 OC. 00 Ss 4 97i`•o,NBC$�Zo S2 5,7E L�s7 0A s/N t �'qt o CERTIFIED T0: " er f c Fq oT c. 10 [F o,s�? FIRSTR AMERICAN TITLE INSURANCE COMPANY - // `Gh Jgs�G'Co`yry 153 HERRICKS LLC y / cP 1 y G h 60, TO b tP CO 00 rbol `@r Mqr c6 o'gO ` ,'.�''�:'•" OAT7 L7' �FP yG 30�� NISO O 43`I co !SO S 6 z5 N� ?'kz �r�(V� m ms wms rs�wouic"rc <h A Sal 4 )�OF-STATE �.t iHE� AIRIEY0R5 YU¢DM cM.Ortn ur M ll¢P=`=E 12 P mIE�'Gols.D aD°MmeoomR sm ARD 1EwCwD pR1011110N LLSI[D X01W.A,ID TDTpL,�T�,�RaT TRAN3TR,R� TXE EYI6TD1fi OF RIGHT OF MAYS . ANO/OR EARCY[ML6 O!RECORD,IF ANY,NOT 6XOYM ARE NOT OUARANiEED. BF Tx N.aZ= Nathan Taft Corwin III T 11E IJwLS�KMAhD�� Land Surveyor Sucoenor To:St., A In J.an o J,L.S. JO lillF Sumys—SUDdrviab_ PbaF— GvfncCan l'w - PNONE(631)727-2090 FDa(631)727-1727 f ES LOrATED AT YAWC ADDRESS 1666 Y Road P.O.Boa 16 J—plt,Nei Ya 11947 'PorL New Yoh 119,17 N.Y.S.U..No.W467 E—Y l NConin3fh.1... SAMUELS+ STEELMAN '.ate0samuelsandsteelman.com 631-734-6405 ��1yj L� I �•., Samulclsandstee!man rnm OCT 1 6 2023 Town of Southold Building Depart. Town Hall Annex Buildina 54375 Route 25 PO Box 1179 Southold, NY 11971 Dear Building department official. We are submitting our application for 1275 Ruch,Ln new' 'Garage.The garage does not have any heating or cooling. Please don't hesitate to reach out to Kate Samuels regarding the project at kate(a)samuelsandsteelman.com Kato Samuels North Fork 25234 Main Road Cutchoaue:NY 11935 New York 115 Broadway Flr 5 New Ynrk,NY i0006 ARCH/TEC >: TITLE - _ KEY PLAN - -- -- ------ SA U E LS-�- N 111'-3 63/128" HOFFMAN NEW GARAGE E N 10 2 47/128" ST['.� ELMAN N 101' 0 121/128 E 123'-°8 8" I ------; 1275 RUCH LANE SOU OLD, 11971 ;- -- --- I I I ADDRESS ,,.; :..-::, .;,k`�'...4 ; � :\ d >,.-x- Ax 'sg \:,=',;'e'.s' tiki2>M ,9� c m^,,,'i q: I ❑❑❑: / 10000"11100011110 E NEW GARAGE 25235 MAIN )AD f` .. ti. €- � a x' �.m 2 1 �/: k. , t a .^ �' f �r ,. , x.. ,�.,,. ,. AT 127�RUCH CUTCHOGL VY 11935 Nn f 631-734-74 e t: M. .....: - ..: ::...... ug.,.:». �� ,. u., ,.,r,@, ... :. @: r:.r.F„ F '.5r Pa .... , ♦, : a. Fft. -E+=-s- x .., .,. .. .:.,.. 2,. L.„�s ',,.,, ,...�. '',»., ,.,. .. r� Y c. .,", s.:• >x:£., ,c^F 4. ,....� s{ ,. •. .. , .zF9.@ ,"4a.,, ,,..rr .£ ,,r, ,.y,p '�`,,., a i`.u. 7::W <a= .. :f;.3 ` '. „� I `� �r E w N I /. a „ a v coN - ki.. .>%::, �t<_;,.,.. . . ......a. fi'.,.,Y r , ,, 'r >ar• ,•. V k ra. .k. ,,,,y., 3:. ,k, .c :�' � yr ' zap. :: ' ,.. ,t;". �,,,: ,:,. - ,.•,• ^� , <, n�.,..:.,a a °. k' 4; °e S LTA p SEPTIC A RUCTURAL ENGINEER: , ,. N 42 11 193/256 a, :. ,a ,.. E„ a3,., 1�,:' r,.>... ".,;: .,, :.'' i>:.. ,.o'::.. «i ,•,i,.,:,: rd x 'a n..,.. y 'cP ad MARESCAf iSSOCIATES >v, 44� 4165/256" sw a \ � k• a. , .� 188-04 W C MONTA UK HI G AN-48 $53/256 @,..r�s s , l I rM fl 9 t,,,e..-,\ ,,a, .}:.. �.3y..,... Y `»ke :,. ,�,`'7e $ •C\ t n✓ E n.,.,i ,i <.Va x?.:.. 1 ke, n.,, r... M � :�.,. r>„ ^ �sYmv "�'' <k w 2 � .,� ,a � � 56 11 111/256 � r,;ia � �, �r" HAMPTON�,� irt` ! YS :` ,. � e ,it r, . s NY 11946 �F,f ED AS NOT. D - -- -- � APPR V r as, sR« Q �, i c "a3a` Elf r ens OWNER: f`„ y��"`\ av '\� '`� Y '* ` \y; s:\�'\ '' ? �,>m" � ,. �`. •\11 RUCH LAN _-.__-------- a ."• �, FEE BY; DAVID HOF IAN , N o NOTIFY BUILDING DEPARTIME TAT 1275 RUCH a E 631-763-1802 8AM TO 4PM IFO THE SOUTHOLG Y, 11971 FOLLOWING INSPECTIONS: FOP!POURED CONCR TF.FOUNDATION-TWO RtOl� n�D 1' REVISIONS: 2. ROUGH-FRANKING& P1 t � 3. INSULATION 4. FINAL-CONSTRUCTIOIN M UST BE COMPLETE FOR"O. Ft ALL CONSTRUCT10i �xHAL�L III 'wT TH v REQUIREMENTS Or THF OF V A - v � YOR€4 STATE. NOT DESIGN OR CONSTRUC;TO1,9 E' ,v=iS �e Comy L COMDTP ME: NEW YORK STATE&TOW - ---- A9 REQUIRED AND C ONDIIIONS OF SOUT>'HOL TO ZB -_- - SOUTIHOL WN PUNNING BOARD _ - --- SOU O 13WN TR 'STEES I�IOI -''PC z : HASHAMOMUCK POND f 4 OCCUPANCY O KEY PLAN USE IS UNLAWFUL 1 V=69 0" - -- - - UT CER IFIC T; TABLE OF CONTENTS CODE INFORMATION BUILDING.DEPARTMENT NOTES TEST HOLE OF OCCUPANCYZ � 1. NO CHANGE TO USE, EGRESS,OCCUPANCY. w CODE INFORMATION: < 0 0 ALL WORK DONE UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS OF THE SPECIFICATIONS,DRAWINGS 2, THIS DRAWING IS FILED TO SHOW APARTMENT RENOVATIONS,ALL EXISTING AND BASE BUILDING CONSTRUCTION NOTES:WATER ENCOUNTERED 16'BELOW SURFACE RETAIN STORM WATER RUIN11OFF 1� SHEET SHEET DESCRIPTION '' ' AND CONSTRUCTION CRITERIA OF THE OWNER AND SHALL SATISFY ALL APPLICABLE CODES,ORDINANCES AND PREVIOUSLY APPROVED. PURSUANT TO CHAPTER 226 `� OF THE TOWN CODE. - REGULATIONS OF ALL GOVERNING BODIES INVOLVED. ANY MODIFICATIONS TO THE CONTRACT WORK REQUIRED BY 3. WORI4SHALL BE EXECUTED IN FULL COMPLIANCE WITH THE APPLICABLE PROVISIONS OF ALL LAWS, BY-LAWS, BROWN SILTY SAND SM � T-000.00 COVER SHEET • --- SUCH AUTHORITIES SHALL BE PERFORMED BY THE TENANTS CONTRACTOR;ALL PERMITS SHALL BE SECURED AND PAID STATUTES,ORDINANCES,CODES, RULES,REGULATIONS AND LAWFUL ORDERS OF PUBLIC AUTHORITIES BEARING 1' ----------- ■ T-001.00 GENERAL NOTES 1...` -- - - - FOR BY THE TENANTS CONTRACTOR(S). APPLICABLE CODES INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: ON THE PERFORMANCE AND EXECUTION OF WORK. A-100.00 PLANS BROWN SILT ML4. ALL WORK SHALL BE EXECUTED IN ACCORDANCE WITH BEST ACCEPTED TRADE PRACTICES. 0 <c S-100r00 SITE:PLAN BUILDING AND STRUCTURAL 2020 NYS RESIDENTIAL CODE 5. CONTRACTOR SHALL FOLLOW BUILDING MANAGEMENT'S AND/OR OWNER'S REQUIREMENTS, RULES AND 2 A-400.00 INTERIOR ELEVATIONS _ SMOKE AND CARBON MONOXIDE 2020 CODE REGULATIONS FOR ALTERATION WORK. ELECTRICAL (D INSPECTION FtEC�EJ �� A-600.00 DETAILS SAFETY NOTICES 2020 CODE 6. CONTRACTOR SHALL PATCH AND REPAIR ALL FLOORS,WALLS,CEILINGS,ETC. DAMAGED OR EXPOSED DUE TO BROWN CLAYEY SAND WITH GRAVEL SC ---- - - A-700r00 STRUCTURAL NOTES MECHANICAL 2020 MECHANICAL CODE WORK OR REMOVALS AND FINISH TO MATCH ADJUSTED SURFACES. A-300.00 ELEVATIONS _ _ _ _ PLUMBING 2020 PLUMBING CODE 7r CAP OR RELOCATE AS DIRECTED BY OWNER,BY APPROVED MEANS ANY ELECTRICAL ITEMS SUCH AS SWITCHES, 5' ---------- A-301.00 ELEVATIONS �_ FIRE PROTECTION 2020 SPRINKLER CODE OUTLETS, LIGHTS,ETC.ON WALL SURFACES SCHEDULED TO BE REMOVED. �'��ss PLACAr�®�wG R t�utR A-350r00 SECTIONS - _ ELECTRICAL 2020 ELEC,CODE 8. APPLICATION FILED FOR PERMIT IS FOR WORK INDICATED ON THE DRAWINGS. ENERGY 2018 ENERGY CONSERVATION CODE 9. ALL PLUMBING WORK SHALL BE PERFORMED BY A NYC LICENSED PLUMBING CONTRACTOR. 10. ALL ELECTRICAL WORK SHALL BE PERFORMED BY A NYC LICENSED ELECTRICAL CONTRACTOR, BROWN FINE TO COARSE SAND SW 0010T.PROCEED ITH - --- --- - FI VIING UNTIL SU VEY: PROJECT A; )RESS 0.fOLWDAYWN L0 T10N _ ---------- 1275RU( 'LANE - --- ---- --- - - - --- 16' WATER IN BROWN FINE TO COURSE SAND SW SOUTHC ;)NY, 11971 17' nl l exterior lighting Istalled,re laced r 1p A repaired sball con rmE J EAN SITE INFO ENERGY CODE SKYPLANE REQUIREMENT to Chapter 172 fn 1. Tax Map 1000-52r-3-14.1 2. ADDRESS: 1275 RUCH LANE SOUTHOLD NY, 11971 NO ENERGY CODE DOCUMENTATION REQUIRED.ACCESSORY BUILDING TO HAVE NO HVAC(HEAT OR COOLING) pe`y'.3iP 3. OWNER: DAVID HOFFMAN Avenue •- NewYo kNY 10010 }�� FLOOD NOTES oP NEB Ph.917 855 9099 I E:davidglioffmanl@gmaii.com PROPERTY IS NOT SFHA. DRAWN BY: Author 4. ZONING DISTRICT: R-40, USE!PERMITTED: RESIDENTIAL, LOT SIZE:21,681 SF -DATE:-- �� '20231:32:24 PM 5, ALLOWABLE LOT COVERAGE, 20%(4,335 SF), EXISTING LOT COVERAGE:2,195 SF SEPTIC NOTES = r _ SCALE: A ndicated 6. PROPOSED LOT COVERAGE:3,552 SF>4,335 SF M o 7. TOTAL ALLOWABLE SF:3,560 SF(2,100 SF+ 11,681 SF*12.5%) c� �500° DRAWINGS ETHANE.' NO CHANGES TO SEPTIC AS PART OF THIS APPLICATION. 8. TOTAL SQUARE FOOTAGE PROPOSED: N/A FOR ACCESSORY STRUCTURE 9. SF COMPLIANCE: N/A FOR ACCESSORY STRUCTURE COVE SHEET SURVEY NOTES 1. NATE TAFT CORWIN DRAWING S --ET N0: LAND SURVEYOR SKYPLANE1 -- --- - 1586 MAIN ROAD 2 i°_10'-0" JAMESPORT NEW YORK, 11947 631-727-2090 b� J i ARCH/TEC 3: GENE------RAL NOTES SCHEDULES ACCESSIBILITY AND TYPICAL MOUNTING HEIGHTS 1. ALL EXISTING DIMENSIONS TO BE FIELD VERIFIED. SEE PROJECT MANUAL FOR DOOR AND WINDOW DETAILS. SAIVI ►, REFLECTED CEILING PLAN LEGEND 1. SEE ARCHITECT'S DRAWINGS FOR PLAN LOCATIONS UE LS 1:1 2. ALIGN DEVICES VERTICALLY WHEN IN 4'-0 PROXIMITY ,� 2. ALL EXISTING UTILITIES TO 6 VERIFIED. 3. FOR DEVICES ON WALLS UP TO 3'-0"WIDE,CENTER DEVICES SIMILAR TO COLUMN PLACEMENT SHOWN. -- 8. THERE MAY BE HUNG CEILINGS AND SOFFIT IN THIS PROJECT(SEE PLANS FOR CONFIRMATION). STI E I 4. FOR NON-DIMENSIONED DEVICES ON '- " L A N WALLS LONGER THAN 1 � 9. PLUMBING PARTITIONS, PARTY WALLS OR EXTERIOR WALLS WILL BE CONSTRUCTED WITH MASONRY OR CEMENT 3 0 LAYOUT DEVICES VERTICALLY ON ONE SIDE OF WALL, REFER TO PLANS FOR SIDE LOCATION OF WALL. BOARD AND PLASTER OR EQUAL. NOT IN SCOPE 5. FOR LOCATIONS WHERE MULTIPLE DEVICES ARE SCHEDULED AT SAME HEIGHT, DEVICES TO BE 2"APART, 14. ALL EXISTING AND NEW VALVES MUST BE ACCESSIBLE, EITHER EXPOSED OR FROM ACCESS PANELS. RISER DIAGRAM 6. DEVICES ABOVE MILLWORK OR FURNITURE TO BE 6"ABOVE COUNTER TOP, COORDINATE WITH SCHEDULED DOWNLIGHT MILLWORK AND FURNITURE. O ADDRESS.' (SURFACE MOUNT) S NEW LINE DI CHECK VALVE(QUIET) O DOWNLIGHT ON SENSOR FLOOR HALL SIGNALS 25235 MAIN )AD S (SURFACE MOUNT) DESIGNATION 00 THERMOSTAT/ COAT CUTCHOGU NY 11935 PLUMBING NOTES E EXISTING LINE BALL VALVE (ADA/ANSI) TEMPERATURE HOOKS ¢ 631-734-742 RECESSED LIGHT FIXTURE SENSOR 12",, 1. ALL PLUMBING SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2014 NYC BUILDING, POINT OF CONNECTION 0 HAMMER ARRESTOR a CARD READER j CONSULTAI 'S: PLUMBING AND FUEL GAS CODES. IC SMOKE DETECTOR " BUTTON SWITCH o W I Q SEPTIC AM STRUCTURAL ENGINEER: 2. ALL FIXTURES SHALL BE OF TYPE AND MANUFACTURE APPROVED FOR USE IN NYC AND BEAR BS&A APPROVAL. $ o _N _ ¢ MARESCA ASSOCIATES 3, ALL HOT AND COLD WATER LINES MUST BE SEPERATED BY AT LEAST THREE INCHES AND FULLY COVERED W/ c� Uj _ z v� ; 188-04 WEB MONTAUK HIGHWAY PIPE INSULATION. o CEILING FAN W M` _ cn Q � CD HAMPTON I YS, NY 11946 4. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBER. PLUMBING CONTRACTOR SHALL ARRANGE AND o o \\ "� "' OBTAIN INSPECTIONS AND SIGN-OFFS, j OWNER: CHANDELIER °° ELEVATOR DOOR SWING DOOR OUTLETS SHOWERDAVID HOF '1AN 5. IN ALL INSTANCES WHERE EXISTING BRANCH PLUMBING PIPING IS EXPOSED OR OTHERWISE DISTURBED AS A CONTROLS RESULT OF THE ALTERATION,SUCH BRANCH PLUMBING PIPING SHALL BE REMOVED AND REPLACED FROM THE L1 1215 RUCH aNE HORIZONTAL COVE LIGHT i AND ACCESSORIES (SPECIFY VIA SHOP DRAWINGS) SOUTHOLC Y, 11971 FIXTURES TO THE BUILDING RISERS AND STACKS. IN ALL SUCH INSTANCES, NEW RISER SHUT OFF VALVES SHALL . BE INSTALLED IN I-OCATIONS AGREEABLE TO THE BUILDING MANAGEMENT. L2 _ _ _ _ HORIZONTAL SHELF LIGHT ;�� J I % 40" j MIRROR � REVISIONS: 6. CHECK VALVES MUST BE FURNISHED ON BRANCH PIPING TO ALL FAUCETS,TUB SPOUTS OR SHOWERHEADS (SPECIFY VIA SHOP DRAWINGS) 'L - J 24"MIN, MAX. MIN2 48 MIN. HAVING MIXING VALVES. INDIVIUAL STOP VALVES SHALL BE INSTALLED FOR EACH FIXTURE. z I 17" MI - - , �� " j n n 7. NO WORK SHALL BE DONE THAT AFFEOTS STEAM LINES UNLESS AND UNTIL SPECIFICALLY AUTHORIZED FROM SH ROLLER SHADE iCJD ico 8 MII�. 12 �118 SOAP g MIN. - - - THE BUILDING MANAGEMENT, EXTERIOR(OUTDOOR SHOWER) a� o W o 8, ALL PLUMBING REPLACEMENTS AND OR INSTALLATIONS SHALL BE INSPECTED BY THE ClTY,BOARD OR ITS SOFFIT LOCATION , - - - _ �___ a 1 _ _ _ _ _ DESIGNATED REPRESENTATIVE PRIOR TO BEING CLOSED, SHW !' ' (CONFIRM DURING CONSTRUCTION) 60"MIN. U� ¢__ o "MI CLEAR _ _ _ _ _ GROUND o M I FLOOR j 9. PROVIDE NEW SHUT OFF VALVES AFTER ANY FULL 3-ELBOW SWING. #DROP CEILING DROP HEIGHT PLAN `Y' j `'' � PLAN SPACE 10. PLUMBER MUST CHECK AND MAINTAIN EXISTING WASTE AND VENT LINES TO BE FREE OF ANY OBSTRUCTION. ACCESSIBLE GRAB BAR WITH TOILET I ACCESSIBLE 1OM . 11. VERIFY THAT DRAIN LINES AS SHOWN CAN BE SIZED AND INSTALLED AS PER CODE,ALERT ARCHITECT TO MODIFY DATA/ETHERNET OUTLET WATER CLOSET REINFORCING STRIP PAPER LAVATORY PROJECT P ME: (H=NON TYPICAL HEIGHT) PLANS IF OTHERWISE. DRANLINE 12. ALL HOT AND COLD WATER PIPING AT FIXTURE TO BE TERMINATED W/AIR CHAMBERS RISING ABOVE THE TO DDIRYWELL DUPLEX RECEPTACLE FIXTURE. (H=NON TYPICAL HEIGHT) / F - - 13. FIXTURE PIPING BETWEEN SHUT-OFF VALVE AND FAUCET OR APPLIANCE TO BE COPPER TUBING WITH FLARED GFI GFI OUTLET 4"�IIN, 4"MIN. ENDS AND BRASS BUSHINGS. (NON TYPICAL HEIGHT) ,z , j 24 MIN., 24"MIN. MAX. 4" MAX 12"MI . 14. NO REINFORCED RUBBER HOSE WILL BE ALLOWED IN PIPING TO APPLIANCES. 220 i ,s 15. ALL PLUMBING WORK WILL BE PERFORMED WITHIN THE UNIT SPACE AND NO WORK IS TO TAKE PLACE BELOW THE 22 VOLT OUTLETCD - - - - - - v " n i I i n SLAB. , 48 MIN. .MIN_ 30 MIN. .MIN_ WET ZONE GROUND-FAULT CIRCUIT -07 M 16. NO RISERS CAN BE RELOCATED OR REMOVED. W INTERRUPTER RECEPTACLE / a, 17. ANY REQUIRED WATER SHUT-DOWN NEEDS ARE TO BE REQUESTED IN WRITING TO THE BUILDING MANAGEMENT j INDICATING TIME AND DURATION AND COORDINATED WITH BUILDING SUPERINTENDENT. QUAD RECEPTACLE(H=NON TYPICAL HEIGHT) ACCESSIBLE TUB FOR GRAB BAR WITH 18. SPEEDY CONNECTIONS ARE NOT PERMITTED. ADAPTIVE BATHROOM REINFORCING STRIP 19. PRESSURE ASSIST TOILETS SHALL NOT BE PERMITTED. SWITCH(VIF) 20. AIR CHAMBERS MUST BE INSTALLED AT EACH INDIVIDUAL FIXTURE. j 36" 40" 21, ALL VALVES MUST BE ACCESSIBLE TO THE SATISFACTION OF THE BUILDING MANAGEMENT. SWITCH ON DIMMER(VIE) 22. IF NECESSARY: NEW SHOWER CURBS MUST BE BUILT OF MASONRY ANCHORED TO THE SLAB,LEAD PANS MUST D z --- 4�"MIN. 12" M 36" MIN. 18" 131/ BE PAINTED W/BITUMINOUS WATER PROOFING MATERIAL AFTER INSTALLATION,THE SHOWER PAN MUST BE o$ / " z MIN. lI IN i co ' "� TESTED BY 24-HR STANDING WATER TEST.THE SHOWER WASTE CONNECTION SHALL BE SOLDERED AND WIPED. - T THREE-WAY SWITCH BOLTED AND HUB CONNECTIONS ARE NOT PERMITTED. �° u j U. 23. CHECK VALVES AND BACKFLOW PREVENTERS MUST BE INSTALLED ON EVERY SINGLE LEVER FAUCET, _ P WASHING J� JUNCTION BOX 56" MIN o 1 a� j U. MACHINE, DISH WASHER,AND SINGLE LEVEL SHOWER BODY.ALL BATHROOM UNILITY SINKS AND TUBS SHALL - _ HAVE OVERFLOW DRAINS BUILT IN, PLAN ❑ CONSTRUCTION PLAN LEGEND TOILET PARTITION GRAB BAR WITH j ACCESSIBLE&AMBULATORY URINAL REINFORCING STRIP WATER CLOSET WALL MOUNTED NOT IN SCOPE CLOCK SPEAKER/STROBE AED j -- -- AUDIO/VISUAL STROBE HOSE CABINET - -- ALARM&STROBE -- -- I ' EXISTING STRUCTURE! I HORN/SIREN I PARTITION WALL J I _ FIRE EXTINGUISHER -o oCABINET -z PROJECT A, )RESS: co Z lii� Uj NEW PARTITION WALL `� � U- I AE�D � U'lo co WARDEN STATION � CABINET ¢ 1275 RUB LANE a- Z M W SOUTHC J NY, 11971 o FIRE ALARM PULL STATION WINDOW '- DRINKING FOUNTAINSRE qRc WALL MOUNTED (STANDARD&ADAI ANSI) ¢\NE UEgNs�/�� FLUSH CONTROL 4 A TOILET PAPER AND SEAT OUTLET OUTLET COVER DISPENSER DOORZ. r ': (SEE SCHEDULE ON SHEET X-XXX) - -- X X �-� COUNTER s X COUNTER DESK T 04436 0 MMEOF NE�� o OVERHEAD AND BASE MILLWORK TOILET 7" PAPER TOWEL SANITARY NAPKIN OUTLET -� DRAWN BY.- Author __---___ (ALL MILLWORK TO BE CONFIRMED VIA SHOP DRAWINGS) DISPENSER&WASTE DISPENSER&WASTE DATE: 91,'e 20231:32:28 PM RECEPTACLE DISPOSAL SCALE: A ndicated i CLEAR DOORWAY WIDTH AND DEPTH DRAWING S; SET NAME: 1 I WALL TYPE TAG (SEE WALL DETAIL SHEET A-800.00) GENE \AL NOTES 32 MIN. 32 MIN. 32 MIN. I ROOM ROOM TAG x 101 Q � � I DRAWING S :ETNO: I � I (A) (B) (C) HINGED DOOR SLIDING DOOR MAXIMUM DOORWAY WIDTH mom `10 0 1 0 0 0 --------- - -- -- ARCH/ F_CTS: -- I Nm UE ti S� 7'OEELMAN ADDRE S: 1779 25235 A 'W ROAD �/ �, CUTCH 3UENY11935 41s, ,Q 631-734 ":405 0,4 CONK NTS: �o, SEPTIC `VD STRUCTURAL ENGINEER: MARES I &ASSOCIATES IN, Cie Q� co 188-04 � \S T MONTAUK HIGHWAY HAMPT J BAYS, NY 11946 OWNEF \!C' DAVID )FFMAN 202 1275 R ,H LANE ' AO �A \ SOUTI- t D NY, 11971 I 20.3 21.0 \ctiq, REVISI( ','IS: \ T V yl 20,7 C \ \ F o y ® 's o'rO/' PROJE ,T M/ \. NA E: OR 19.2 \ / tiosAtilo � �Qa: � 0oo odoo °� 21.3 F� t2Iz- S oc, � 0o�ti �'F \� R \ti0 \ 21.E \ q >> RO 76) 9 O ti i ' c + , 1. \ o 0 F o \ � ;, 9 tisToti� eL�F o, ti�AOO ' �O �oFO a 196 G l i \ * F q/ �o 17. ' \ p NC 17. < ui \ NEW WATERLINE /�' \ �.T .*kU�,wWUw`'=w W— ATwSHQWE�2 W_W ! p�NG, n ) .LT f�a.LE,=..E_:..�E-=�-•i E«--�f� E—E E—E—E—E—'E - �� r..f�L7 "r' �• "d��r WELEC'LINE •,� ;' J/' .,;*.�� z�{; 'I� F (i •Y �' `/ ♦ :\ A '1.2RFA q° , 17..8 20. \ G' f m / `%� �j s; cll� CD r9<r% 19.T .� �'r..,,�'�•�`�� 'z, �.� r-..,r ;t Ate`'` ;,�' ,� (>' � .� � •v`- Z \ b' ~ice% 1 < t.�+ P'• ?i + `,], �/ ^ /• / V tO '' '��',1• ^"� •"`�• t � ..t4" b F :�' 1l'�.. ,4 7,y -7Qw •f1 !L' 0.3 18.8 2 iJ C' l l RF /�� •\ � • I I'I , `, ',', ,; ,' „ .I , II�I 171, �\^,• •�<�"� ~�•` `\�t. T. .,.��// ?'i{i�:,4 ��'�,'' 0 ;� , �- `• : (p G � I'I :,I L, :,I ,V ','1 14.1 Mom•r •.,� o '1 1 .� �,`�y i,!�;I,f I 1 1", �� \ � � �. " � �..t NO y� 18.1 .t,{ \l s 0 F 46 n . T O � O ': �C c >� xj O S�� y ,�yc�� s$, .� \ o PROJE( 7ADDRESS: a r\ SOi� UCH LANE 18.0 ,SOI, -IOLDNY, 11971 \ •' TA�� a O/� r AD�A SF�O. S F O�� .'?,.': � • ° �� P�� `�..,.�" � � �`G�1P ��F Leo q ST, 20. P7 , 2C2 G\>� g S Pv �ry� N � G $ok,� t ��i� _\�JErl'1/�1�/�� e r �n HOLE' cF A0 \o\G S'T,9 04436 TFOF NE��O F a a' ,��`�" ®� 1013012023 4:41:38 PM qT � �- DATE: AFT F� ° °a a y ® � VV�� o� o� SCALE: 1"= I'O" FR a d 0 � 5 a ov DRAWIP SHEET NAME: SITS . PLAN SITE PLAN SCALE:3132=V-0" DRAWII -,'SHEET NO: NOTE:SEE APPROVED SPEC PLAN FOR EXACT DIMS AND DETAILS , 100 , 01 i ARCHI TEC CONSTRUCTION PLAN LEGEND 2 (A-301.00 -- -- - --- --- --- - -350.0 SAMUELS+ 2NOT IN SCOPE 2STI �. ELMAN -350,0 i i � EXISTING STRUCTURE; PARTITION WALL ADDRESS: r---------- ——————— ————————————————————————— LINE OF WALL BELOW 25235 MAIN 'OAD NEW PARTITION WALL CUTCHOGU .NY 11935 I r 631-734-742 � o. i CONSULTAI '-S:wiNDow � � NEW ASPHALT SHINGLE ROOF ON SEPTIC AM STRUCTURAL ENGINEER: ..N - - 314"PLYWOOD WITH HOUSE WRAP ___ MARESCA ( ASSOCIATES I - _07- 188-04 WEB MONTAUK HIGHWAY HAMPTON i 'YS, NY 11946 DOOR J ABO/E OWNER: (SEE SCHEDULE ON SHEET X•XXX) I , DAVID HOF 4AN 1275 RUCH -ENE ROOF RIDGE i -350.0 SOUTHOLE Y, 11971 OVERHEAD AND BASE MILLWORK I 1 C-301.00REVISIONS: (ALL MILLWORK TO BE CONFIRMED 'A-300.0 2 , VIA SHOP DRAWINGS; , i i UJI TA i a ---- ---- M 1 i WALL TYPE WALL DETAIL SHEET A 800.00) o (SEE ........... ROOM . i SWITCH � PROJECT P ME ' ! I -- --- ROOM TAG , THREE WAIF ,TO HOUSE --- L Ll I I I - — -- - -- - -- ------------------- - I , REFLECTED CEILING PLAN LEGEND GARAGE ROOF_ _ GARAGE ELEC PLAN 3 i - — -- SCALE: 1l4"=1'0" 4 SCALE: 1l4"=14" I O NOT IN SCOPE ENCLOSURE Y ^ — 301.00 4 PT POSTS DowNLIGHT 1 _3�� _0il SET IN CONCRETE SLAB � ! O (SURFACE MOUNT) 2 I = WITH ITCHED TO CENTER DRAIN 2 2 ODOWNLIGHT ON SENSOR -350.0 NEW OUTD�R -350.0 ui (SURFACE MOUNT) SHOWER/ c-j o_ 22'- " S -' RECESSED LIGHT FIXTURE EQ' `�Q /C SMOKE DETECTOR � r ° r• 00 (] O CEILING FAN ° DOUBLE HUNG WINDOW �!=A 0 y... ° ° 8"THICK CONCRETE 30"W X 46"H d j �4",CONCRETE LAB.WI6X��VL4"X WI 4 WWM A FOUNDATION WALL SILL!2'-10" a - CHANDELIER StT;bN COMPACTED GRAULAR INFJ L: ° ~ — — DOUBLE HUNG WINDOW *. <: EXPOSED STUD WALL � o w ° • r. ° FOOTING BELOW (NO INSULATION) I SILL 2-10 °° °- " °O co 30"W X 46" H L1 HORIZONTAL COVE LIGHT a " X = X " I i SLOFE.T,O. SLAB�TOWARDS DOOR` < . _ (SPECIFY VIA SHOP DRAWINGS) 1I "I F MIN. :''- r < a GARAGELu N N L2 < Iwo _ HORIZONTAL SHELF LIGHT P I I SHOP DRAWINGS) SECFYVASO DR GS < 0 100 Uozz I ( ) F.: = w n* I PROJECT A. -CRESS: ROLLER SHADE ° x A-350.0a e: � -350.0 x o 0 SOFFIT LOCATION b (CONFIRM DURING CONSTRUCTION) ::,- ° ", a` " - - � N00 N � 1275 RU( :�LANE < ° fi.. N v (2)2 X 10 RIDGE BEAM CN ar SOUTHC .)NY, 11971 #DROP CEILING DROP HEIGHT 300.0 2 _ I 0 4" CONCRETE SLAB ! ° 4 ° q < °•4_ DATA/ETHERNET oU"LET ° JE q y�T I TYP.TROWEL FINISH �FtED ARC ® (H=NON TYPICAL HEIGHT) A .. I I I I \N� N S t� ` h DROPPED FOUNDATION WALL co DUPLEX RECEPTACLE ° • ti AT GARAGE DOORS I N I N A G� (H=NON TYPICAL HEIGHT) ° °.s < - a',..` c� I N I ( I N N < NEW P RMIABL I T GARAGE DOORS I N GFI OUTLET °` <` o _ '.P,... GFI DROPPED FOUNDATION n AVI PRE WITH TRACK PER SPEC I (NON TYPICAL HEIGHT) WALL AT DOOR ° .°° °! - °O I I , < cr ai 220 04436 2 VOLT OUTLET ° O I I I F NEW - - 2 X 10 DROP HDR CONTINUO S WET ZONE GROUND-FAULT CIRCUIT °O ° W INTERRUPTER RECEPTACLE J „<" _ DRAWN BY.' KS ° ° . s °o NEW POOL FENCE n° , ° ° QUAD RECEPTACLE <'r ° b BY OTHERS 1 - 1 1/ g . ' :8'-2"° ° 1. -�10' / 8`F=2"n : ° " 1 h1 1/ " DATE.' 9/� 20231:31:45 PM (H=NON TYPICAL HEIGHT) 8" 8" 8" : ° ° < 19',- „' G.h 811 $„d8' ° e, .. < . 4 .. SCALE: A ndicated ° Sim DRAWINGS : ET NAME: $ SWITCH(VIF) < " `60QA a <. ' PLAN, ) CONCRETE APRON °GRAVEL DRIVEWAY : ' "` •6 ; ^ . ; . $DswITCH oN Dlh1MER wl7) ;-300.'00PITCHED TO SLAP $ THREE-WAY SWITCH .,,. -< -- .. . �" •:, - ' - - ` `';: -": ,•,'. p. • , °• ., . j T GARAGE FOUNDATION PLAN GARAGE CONSTRUCTION PLAN -- 2 DRAWINGS ;ET NO: SCALE: 114"=1'-0" SCALE; 1l4"=1'0" JUNCTION BOX 10 0I I ■ I - - ARCH/TEC -I I 4" FLAT STOCK PAINTED PVC FRIEZE BOARD, TRIM TO SURROUND BOARD AND BATTEN ASPHALT ROOFING ON 3/4 PLYWOOD, NEW BOARD AND BATTEN SIDING �a — UE HOUSE WRAP, ON NEW RAFTERS PER PLAN — APPX 10" BOARD PAINTED, STI . ELMAN FASCIA BOARD PAINTED Level GARAGE ROOF ,I ADDRESS - 25235 MAIN )AD CUTCHOGU NY 11935 CLAD DOUBLE HUNG WINDOW 101, 4/12 SLOPE 631-734-742 ! (30"W X 46"H)WI GRILLES AND —� 5/4"x 4"CASING&2"SILL TYP' CONSULTAI 'S: WOOD DOOR WITH GLASS SEPTIC AM STRUCTURAL ENGINEER: 4"CASING , PER SPEC MARESCA i ASSOCIATES 188-04 WES- MONTAUK HIGHWAY Level WALL P TE HAMPTON I -YS, NY 11946 ICI NEW MAHONANY 8'-6" OWNER: EXT.SCONCE SHOWER ENCLOUSURE D RUCAVIOH I AN ` SOUTHOLG Y, 11971 CEDAR SHINGLE SIDING REVISIONS: ON BLDG. PAPER ON 518"PLYWD N SHEATHING EO I o - STUCCO ON FOUNDATION WALL I ' LLI - o - o LijPROJECT_t .ME: - - - Level GARAGE LEVEL zJ 411 — — — — — — — - � ,. ,. .— : , , --- , - -.----•- — , :. . . -, -=.T ,- - , - - - , .. •- • , • . — • - - — — — — — Level SITE e E FOUNDATION r i N r i -4 FOUNDATION BEHIND , r-_ --__-_-_-........ ------------------ ..__---__-_...._...._.»....--...__,.--------__-----_- -----------_--_--_-. -__--_ --_.-- -_--_ --. ----_.__ ...._..__......A.. i t 1 1 L _ _--------_..--..-....,..._-..._ ---....__. --^ -------...._.._... _.,_,...----, --_...._...---_._..._----_-......._.._------__ - --__.-_--... --,.....-.. _-...-J.__..,.... .. ----. -- --_- ... ...-- i WEST ELEVATION SCALE: 112'=1'-0'I Level GARAGE ROOF 13'-1" ASPHALT "ROOFING ON 3/4 PLYWOOD, HOUSE WRAP, ON NEW RAFTERS PER PLAN I FASCIA BOARD PAINTED CEDAR SHINGLE SIDING - - -- ---- - _ — — — — —9NB-DG-PAPER O 5M! PLY _ — — — — — — — = Level WALL PLATE j SHEATHING 8'-6" I PROJECT A� .)RESS: T OVERHEAD GARAGE DOORS PER SPEC,4" PCV TRIM 1275 RU( I LANE POOL COMPLIANT FENCE SOUTHC .)NY, 11971 WITH LATCHING GATE (BY OTHERS) - --- --- - RED ARC � JEgNsq/r�c� 00 * zA CF LG40 Level GARAGE LEVEL '� 04436 ` -------- OF NEW I - _ DRAWNBY. Author ` — Level SITE DATE: 91e 20231:31:47 PM f off - r r . SCALE: "- 1'-0" f ! Level GA GE DRAWING Si :.-ET NAME: . FOUNDATION BEHIND FOUNDATION P 411 r . r f ELEViTIONS � r r f r , DRAWING S -ET NO: SOUTH ELEVATION SCALE: 112"=1'-0" A -,300 , 00 I, ARCHITEC 3: SA :viUELS+ra_ STIe ELI�_ASP_kIALT RO-OFING QN �4_'_P_LYWIlOD — _ _ _ _ _ _ _ _ _ _ _ _ _ Lvel GARAGE ROOF AN HOUSE WRAP, ON NEW RAFTERS PER PLAN 13,-1" I _ j 4/12 SLOPE ADDRESS: 4" FLAT STOCK PAINTED PVC FRIEZE BOARD I �I 4"PVC FRIEZE BOARD PAINTED 25235 MAIN )AD.� � CUTCHOGU 'VY 11935 631-734-742 I CONSULTAI S: Level WALL PLATE SEPTICAM ')TRUCTURAL ENGINEER: 81-61I MARESCA ( -ASSOCIATES I — CEDAR SHINGLE SIDING HAMPTON I "I YSO NY 1 946GHWAY ON BLDG. PAPER ON 518„ PLYWD CLAD DOUBLE HUNG WINDOW SHEATHING OWNER: (30"W X 46" H)WI GRILLES AND DAVID HOF .BAN 5I4"x 4"CASING&2"SILL • 1215 RUCH aNE SOUTHOLG Y, 11971 = Fn REVISIONS: °0 i — STUCCO AT FOUNDATION WALL Lu _ o Level GARAGE LEVEL 4111 PROJECT t ME: Level SITE o" I I I � I � eve l GA GE FOUNDATION PL N FOUNDATION BEYOND -411 I ' I I ' a I 1 I I I I ----------------I-------------------------------------------- I I i I - L--------------------------------------------------------- ----------------------^-_.. -.------------------------- -- -J EAST ELEVATION SCALE: 112"=1'-0" — — — — — — — — — — — — — — — — — — — -- _Level GARAGE ROOF 13'-1" ASPHALT ROOFING ON 3/4" PLYWOOD, I HOUSE WRAP, ON NEW RAFTERS PER PLAN ti a- PVC FASCIA BOARD PAINTED I Level WALL PLATE 8'-6" I CEDAR SHINGLE SIDING — MAHONGANY SHOWER ENCLOSURE PROJECT A, CRESS: ON BLDG. PAPER ON 5I8" PLYWD WITH NICKEL GAPS BETWEEN 4"BOARDS SHEATHING 1275 RU( a LANE SOUTHC )NY, 11971 I I I I . D ARC STUCCO AT FOUNDATION WALL - co ` E JEANS 00 p I 10 etP,",o Level GARAGE LEVEL qr� 04436 4" OF NEB — — — — -- • - .-; - — •=-�--- ;= - •, • _ ' •--T•- •. •-�-�-- -' — � — — _ — — — — — — — _ Level SITE -- - - DRAWN BY.- Author oi, 9/2 `'20231:31:52 PM ' DATE: Level GAR GE SCALE: "= 1'-0" FOUNDATION BEYOND FOUNDATION P N DRAWINGS :-ETNAME: i I A" i I I ELEVi TONS I I i I j ----------------------------------------------------------------------------------------------------------------------- DRAWINGS ---ET NO: NORTH ELEVATION SCALE: 112"=1'-0" A -m301 00 I ARCHI TEC 3: I 1 -350.0 (2)2X10 RIDGE BEAM _ SAMUELS+ Level GARAGE li _ _ _ _ _ ROOF 13'-1-1" — 2X6 HANGER @ 114 POINT AT ST11ELMAN, � (3)2X 10 DROP HDR CONTINOUS GARAGE DOOR TRACK 4112 SLOPE EACH END OF EACH CEILING JOIST TO BE MOUNTED i (2)2 X 10 CLG.JTS @ 16"O/C ON CEILING RAFTERS 111, • ti __ •—•—•—•—• NEW 2X10 @16"ROOF JOIST I ADDRESS: WITH 3/4" PLYWOOD, LATH UNDERLAYMENT, 2 Sim AND ASPHALT SHINGLE ROOFING 25235 MAIN )AD -600r0 i CUTCHOGD 'VY 11935 j 631-734-742 Level WALL PLATE— — — =t— — I. — — — — I\I � 1 1 I8'-6" CONSULTAI _S: I ' SEPTIC ANC .STRUCTURAL ENGINEER: I 4"CONCRETE SLAB TROWEL FINISH r EXPOSED STUDS(NO INSULATION) MARESCA ( -ISSOCIATES W/6X6 WIA X WIA WWM SET ON 188-04 WE,' MONTAUK HIGHWAY COMPACTED GRAULARINFILL -—-— HAMPTON i YS, NY 11946 SLOPE T.O.SLAB TOWARDS DOOR 1/8"/FT MIN. / � L_ — : OWNER: '' 0 ' 0 DAVID HOF `'IAN CONCRETE APRON AT GARAGE DOORS TO 1 1275 RUCH ANE SLOPE FROM SLAB TO DRIVEWAY ELEVATION I 52 I /i -1 SOUTHOLG Y, 11971 ao ' REVISIONS: o � \ — I `� i I - __T _ 111 . � J_ - I \ 11 . i \ GARAGE ` Level GARAGE LEVEL_ — — -- I .— 4„ . —-- --- — — — - — — Level SITE ___ __________ ------------- - ________._ - I - _ __ _ __ __ —1 .- , - - : ; ,.F . " :.- , �. T T- . • — — — 0 : . - - - - . I _.. I , . . _._.., . , ,r , n ,. -' - . i , - , r- < .., li'115d , , _ •"•, _ r �r . , ' ,. ,r : . , ,,,, {- - __ _ - - NEW 81 F011NpATfON Level GAR GE i.__........::: :-.............._ .._...............: 11 - -- - � •--` r111 W LS WITH FOOTI GS; , , a - - - . , ` y ;Sim`• .r ,... p , , n r ' r ....._........: ..........,..... .................. ..........., -' I ....... i O.. . . . .. -r 600 YIO I . , a _ ... .. ....._._r ._. .. _ ... ....... ._ _ t w. , ,, • Y Ir • , _ • ,_ _ - - _ - - , _ _ _ , _, _ • _ _ , _ _ _ , a -, „ -r - ., - - , - - - - -, - - ,- _, - , , , r , -. ,t , , , ,, r, • , t, >- -, • • • • - • ,-t - - I - - ., ,'' , • ,_, `Y ' :�.. �. 1 .............. ......_.._...... ....._........... . - E , r_, . . 7 "' n rt _,- „ . _. „ } „ r: 11.1-- ,r _ ,_, t ,R'' i . : , I I - — , „ •.I, , ,- . , ,_ i - :-" . .. 1 I.....I....... _ __- _ ..... ...... ................... „ _ � � i ! � ,,,,, , i -C' _"_,�',_"- _ . . " .". - - � - - _,__� , _ _1 _ ',-.,_ , '' ", __ .... ............ i� . : i : I I . .....: ; t i1i 1 � . : I . ' ' ' - , Z..... . .._ ,, t _ _ - _ , _, , , ') ,' ' - �, : :, � 7 1. - - , ` " I 7 _ : i . w , , ,, , ', ,, ............ I , �......:...I , � ... . 6 ...- _I , • _ , 1 : . . i.___11.1.... n , .............:::.: i :' I .,:, e ......... - - r , • .-. •, - r ,- , , , 1;1 ".:� " __. . 1 . . - _ _ _ n - - - - - -,. _ a s r _ _ - 4 I � il . ; : ..........�: .. _........... . 1-�. ....... .. .,. ........ . i , , ,n : : I "j ... r , . . ! :____71 I . .........11 .... zi _ ... . . � : i r.............. t ,. ..., �c .-........ : : . ............. .......... ...... i' III II I . :.. �! I . II I I I , _ ! � ! ... . , " ' ) 1;rt . " ' ' r . . .......�............ .- ..... :.- -.__i .. : .... ._ . ...__.... ._-__ .. .... - ." � t ! 1 . 1, : : _;_:__;1i �� : , z i : . .......I.... � i i . 1. I , I 11I . . ! 1 _ � 11 . . . ; ; i ; L : - - I ; ._ 1 __._.. . I' ... I . .. __. _. . � i _. . . . I I I a : ___i : i : : : I : i . z I : W: I . . : : . . I ti� I I**, -�*� I 1 , ; i . : I . . i• iI . . i 1 . . I : . . : I I 1 I i I _ I i: I _ : : , , ._'.. i � , I i : . i : . . I . 1 � . �:= I � . i I SECTION 2 I 2SCALE: 1/2"=1'-0"—-- 2 T., <c I ; I — — _ _ _ _ _ _ _ _ _ _ _ _ __ _ Level GARAGE ROOF ir� (D , i w______ � m m � m � � � � � — y � < 13'-1" _w m NEW 2X10 @16" ROOF JOIST WITH 3/4" PLYWOOD, LATH UNDERLAYMENT, AND ASPHALT SHINGLE ROOFING ti 0 <� i 11::t (D � -.1.1----------��__ , ti 2X6 HANGER @ 1/4 POINT AT I rb EACH END OF EACH CEILING JOIST i N x N V i — — -- — RNNNENN _ _ _ _ _ _ — Level WALL PLATE 1 — $,_6i PROJECT A, .)RESS: 1 1275 RU( LANE o (2)2x10CLGJTS@16" O.C. SOUTHC .)NY, 11971 M GARAGE -, CV r_____� 4" CONCRETE SLAB TROWEL FINISH --- Eo ,g, �Apo W/6X6 WL4 X WI A WWM SET 4 ��N�3 AN S.y�F�� ON COMPACTED GRAULAR INFILL I I SLOPE T.O.SLAB TOWARDS DOOR EXPOSED STUDS(NO INSULATION) ; ,.I ., , cn �k ' 118"IFTMIN, °1,I . ( I I cV ?cif.bm 1 1 T'9I 04436 N --. --. Level GARAGE LEVEL . FOF NON _% I — - % -I — — — __ j*— — b;�d I I — — — r— — — — — ; Level SITE DRAWN BY.- Author r „ • r v' -r „ , ,,, _....... , 'r, , , iT "._ •, `..= __I —L e RAGE - - - , , , n „ - I _. 92023131�57 PM F NDA _-... . . „ ;. a. OU TION . . , - . , , _ • i ' I I , ,, - " ,,_, ._,. i N I . r - , . I . „ I = -4 -• ` - _ . ' I _ _ - ,- _ _,_ ,r n, . , - _ _ _ _ _ Sim I ' I - - n., r ' a , , „ ,r-' - I - S, _. : _ „ . - - ...I. ' - - . , - . - % , - , , n . - - ,_ _ I , I 1 -6 0.0 a- I. 0 ,, I1 r,- : ., „ . r- ` , . - < `t n:. - , - r . . , a ,ACTE NU A iN , . . C- MP O . , , �• F Lh " r . . - ' - - •- - - - -� - - - , ,. . , - . r - -� - - - - - I.. NEW�8 FOIJNDAT10N : _ _ _ _ _ _ .- a _ ,_ _. _ , _ _ _ - ,, _ - ,. Y ,, -�I 'F' I I _ _ „ .. „ „ ` I' ..... _............ r , t t , < _ - - -WA WITH FOOTINGS,!_!., SECT, N r :. r , .`y 1 ..• •r r,r- a -,', - •,,•�• ,r ♦ - - ,- , - .. 1 ,,r , i _........_.. , ,r, „ . , ,r ,, _ EXCAVAT AND EMOVE • - ,,, �l , ,,n . . „ _ ,_ =' h,a;, n . . - . , . HOLE,_ < 0E ,- a,• ; I I A Y CLAYEY S !ND.SE I a,- , I I - , , i", __ ... .... .._.... .. ... ... ............ ........ .. i [ r I I I I _..,.......: I I I . I . I 1 I 1......._ , I- I♦' •-111 i i ...FOR C'PX DIMS, D : SEE DETAIL i __ I I. I 1 I I j.:. j.... ......... I 1 I I ; .. ; ' I 1 1 1 1 . .11: —�— ._.._ I .. I I ._....I I _...::::::I 1 I....•. ... I I DRAWINGS .-:ET NO: I I I. � I I 1 —._ i -. ................ _:......:..._.._. ._...___._ ...._._......... ..._.-.:...._: .._.. ......_.... __.:._... ._...._ ---...- -- ........__ .._...... , i i ............._ ._-. I... .... ...I.............i ! ! 1 — __ _.._.. __._,_1 _.._. __ I I .............. ....... I .__......_._ _. ...._..... ......... ........._ __... _._ . . . _........... _. -__... __._ I-......_. _ I _..•. _I - -..... _...__..... _.. . .. .. I i (. I- I I , ............... 1 I T, ...- � I ! " II I SECTION 1 _ _ SCALE: 1l2"=1'0" I ARCH/TEC i SA 'V' IUELS+ STI .ELMAN I ADDRESS: 25235 MAIN )AD CUTCHOGU NY 11935 631-734-742 i i CONSULTAI 'S: SEPTIC ANC ')TRUCTURAL ENGINEER: MARESCA ' -ASSOCIATES 188-04 WE MONTAUKHIGHWAY HAMPTON I •YS, NY 11946 OWNER: DAVID HOF 'IAN 1275 RUCH I NE SOUTHOLG Y, 11971 i REVISIONS: I i PROJECT t ME: le m ui SIMPSON H2.5A HURRICANE CLIPS PROJECT A, CRESS: @ 16" O.C. ON EXTERIOR FACE OF PLATE W/5- 8d NAILS EACH END PROVIDE SOLID BLOCKING AT ALL SHEATHING HORIZONTAL SEAMS AND DOUBLE STUDS AT x 6 STUD WALL SOUTHC 3 NY, 11971 WALL VERTICAL SEAMS{APA RATED STRUCT. 1 PLYWOOD _ Y2 X 12"A.B. @ 48"O.C. + 12" FROM SHEATHING w/8d NAILS @ 4" O/C ED AR EACH CORNER W/3 X 3 X 4"WASHER AT EDGES & @ 6" O/C IN FIELD 'CE C SIMPSON LSTA30 1 %'WIDE NEW 117, TJI/560 (TYP.)COUNTERSUNK IN TOP PLATE \ JEq/�S��T�p 18 GAUGE METAL STRAP @ 16" O.G. FLOOR JTS f' f SHEATHING NAILED TO SILL PLATE 2-2 X 6 ACO PLATE_'.. �n � w/ 11-10d NAILS EACH END-TYP. lJ{/rTERMITE SHIELD & SILL SEAL �•F 4" MIN. P.C. SLAB W/' (2) 2x8w/ 6x6-W1.4xW1.4WWM P:,o 2" PLYWOOD PLATE _4"T&G PLY SUBFLOOR R ` GRADE GLUE + NAIL -,. °A \,, T 04436 �- ', 1-#5 REBAR CONTINUOUS qTF OF'NEW EXTEND NEW PLYWOOD TO 245 REBAR CONTINUOUS .,— EXTG. STUD WALL- MATCH COMPACTED 2" , l \ SIMPSON LSTA15 1 "WIDE DRAWN BY: Author Y EXTG. SHEATHING THICKNESS -- GRANULAR INFILL '� '/, , .' 20 GAUGE METAL STRAP @ 16" O.C. ;� , ,, A s DATE.' K '20231:32:02 PM w/6-10d NAILS EACH END-TYP. ;'3-#5 REBAR f 'CONTINUOUS SCALE: A ndicated EXTG. PLYWOOD \':� ` '� - � � •� � �` ��. , DRAWING& ET NAME: SHEATHING ` 10"X 24" P.C. FOOTING SET ON BROWN SAND - EXCAVATE, r._. EXTG STUD WALL AND REMOVE ANY CLAYEY SAND DETAf: _S r \A. \ , DRAWING S :ET NO: WALL BUILD UP DETAIL FOUNDATION SECTION i SCALE: 1"=1'-0" SCALE: 1/2"=1'4' i A �m600OO I ARCH/TE TS: � - PROTECTION FOR OPENINGS � w STRUCTURAL REVIEW BY STEVE MA.RESCA, PE WIND-BORNE DEBRIS P OTE 188- 07 WEST MONTAUK HIGHWAY, HAMPTON BAYS, NY " 1946 SAMUELS+ I Ju BIND ��U �T� PHONE 631 728 9480 STEELMAN ��I J ISIMPSOt LSTA - 20 GAGERIDGE STRAP - ALL ROOF RAFTERSI I USE/OCCUPANCY Ix 6 TIE C4� EACH RAFTER CLASSIFICATION . IN VIEW OF STRAP. DESIGN CRITERIA. ICE SHIELD UNDERLAYMENT SINGLE FAMILY RESIDENTIAL SHUTTER HUTTERASSEMBLY SSDLY REQUIRED - 24" FROM EDGE ADDRESS. DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME 25235MAI ROAD T CONSTRUCTION MANUAL FOR 1 + 2 FAMILY HOUSE I iF_L F"-.I J' U �i i:� 'a'v'!C�� i ! . 4' , ,,I .-,!,-f , ,TLf ' _ HEIGHT PRESCRIPTIVE METHOD CUTCHOG 1ENY11935 EF", r '' I_' .' ' F l' r ALTERNATE POSITION OF > >> HURRICANE CLIP USE 3 5'- O MAXIMUM 631-734-64 SIMPSON H3 GROUND SNOW LOAD - 45 PSF. r CONSULT 'ITS:- S• FIRST LEVEL - 40 PSF. L.L. LIVING AREAS - 40 PSF. L.L. SEPTIC At STRUCTURAL ENGINEER: f, F'EG SIMPSO!J H2 HURRICANE - 1_F.II . -iIJE i- iE;,1E_ I_/il,F, f!!_ _ CUP NAILED. FROM BEDROOMS - 30 PSF. L.L. MARESCA tASSOCIATES Li. Cll_!1: iT'.i_" EC:' 1i_.'`)t'1_i RAFTER TO STUD. - WIND SPEED 130 MPH 188-04WE TMONTAUKHIGHWAY ;�ri. FIRE AREA TYPICAL ALL RAFTERS 5 - 8d NAILS EACH END SEISMIC DESIGN CATEGORY - B HAMPTON 14YS, NY11946 - RESIDENCE: X _ w APA RATED PLYWOOD To WEATHERING OWNER: EXTEND TO TOP OF TOP PROVIDE 8d COMMON FROST LINE DEPTH 36" PLATE. NAILS (�) 4" O.C. AT DAVIDHC '-MAN )i EXTERIOR EDGE OF ALL TERMITE - MODERATE TO HEAVY SHEATHING. 1275RUC LANE DECAY - SLIGHT TYPE OF CONSTRUCTION SOUTHOL )NY, 11971 CONVENTIONAL_ LIGHT FRAME WOOD ICE SHIELD UNDERLAYMENT REQUIRED YES CONSTRUCTION REVISION; ol IJ',_TIPLE SECTION ASSEMBLY: 1 -'4' i HICK BOLTS @ 2' OC ;I GENERAL (VOTES 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY ACCORDANCE WITH THE 2020 INTERNATIONAL RESIDENTIAL SHALL BE DESIGNED AND BUILT IN ACCORDANCE CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. "` CONSERVATION CODE, AND LOCAL AUTHORITIES. 14. THIS STRUCTURE HAS BEEN DESIGNED IN 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY or or Gr MINIMUM 28 DAY STRENGTH OF 3000 PSI CONSERVATION CODE. TO OVERLAP BOX NG PROJECT fAME: BEAM - TOP + BOTTOM. 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. �I '/ 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE D'_?UBLE TOP DESIGNED AND SPECIFIED BY OTHERS. STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL SHUTTER ASSEMBLY 2 x 6 O.C. PLATE PARTITIONS, EXCEPT AS NOTED ON DRAWING. STUDS 17. ALL STRUCTURAL STEEL TO BE ATM A36 WITH ONE i 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND COAT EPDXY PAINT. ALL FASTENERS TO BE ASTM \ F I- P I .Ei_ `.:P4.I. :>: -1' r FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. A-325 BOLTS, 3/4" DIAMETER. _ 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND VERIFIED BY CONTRACTOR(S) PRIOR TO START OF INSURANCE NECESSARY TO PROTECT THE ENGINEER i - L HURRICANE CLIP USE AND OWNER. slMPsoN H2.5A I CONSTRUCTION AND ORDERING OF MATERIALS. THIS 4 - 8d NAILS ��. FOUNDATION HAS BEEN DESIGNED FOR A SOIL 19. DO NOT BACKFI_L AGAINST FOUNDATION WALLS - - - --- - BEARING CAPACITY OF TWO 2 TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. SIMPSON MST27 ( ) 1 112' 'HIDE - 20 GAGE LESS THAN 5 0. CONTRACTOR SHALL VERIFY THAT F'F'E. 1_h.iE.'I F Pi METAL STRAP (948" o'C. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL II1LE`_ ' iFEl L `_ - NAIL SHEATHING TO BOX BEAM W/ CONCRETE SLABS TO BE COMPACTED TO 95% AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR ' TT' ._'rllil _, `_ rPl.l„ii!f'' i i' ' I ' 8d NP!LS ® 4" O.C. RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. F;' r 1.2 SMG I KE DETECTOR ' _C 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE S REQUIRED IN EACH BEDROOM AND LTLi?fdT l I', I_ FH,`= i_=!lEf ,i i - ON EACH LEVEL OF DWELLING AS REQUIRED BY TES_- i -I T:.r !E L 1 CHIf;L_ E _ET r; SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER - ! _; BY TRIPLE UPRIGHTS. ALL HEADERS TO BE NEW PORK STATE BUILDING CODE. SEE FOUNDATION DWG. MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. FOR DESIGN. 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO II � 8. PROVIDE FIRESTOPPING AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT WINDOWS � GLAZED PEN1 G PENETRATIONS NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE �•/ `+' 9. PROVIDE FLASHING AT ALL ROOF BREAKS HOUSE BE UPGRADED WITH HARD WIRED & <C< IJ F I CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS. 1E I AND DECKS ETC.. 23. THE NYS CODES ALSO APPLY TO ACCESSORY III IEU -',f i!IC :.I,c ;'E_ hlE !U' HOLD DOWN ,f• SHEAR CONNECTION 10. DO NOT SCALE DRAWINGS. STRUCTURE DESIGN. `w I T F'I 1 r' CRITICAL LOAD PATH fJ: ==E f -1 If l 11. ARCHITECTNOR ENGINEER IS NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD "I ''` FOR THE INSPECTION OR SUPERVISION OF SHALL COMPLY W/NYSBC CHAPTER #2304.9.6 THIS CONSTRUCTION PROJECT. FEDERAL, STATE AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. i --- NAILING S_C E D!J L FRAMING NOTES PROJECT. )DRESS: TAKEN FROM 2020 EDITION INTERNATIONAL RESIDENTIAL CODE 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d @ 4" 1215R1 CH LANE DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR O.C. EXTERIOR EDGES AND 6 d @ 12" o.c. SOUTh )LDNY, 11971 BETTER. INTERMEDIATE. SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8" MIN. THICKNESS OR AS NOTED. 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING RAFTER PLATE 3-16d ( NAILED) AND WATERPROOFING SHALL BE BY ARCHITECT. CEILING JOIST/TOP PLATE 4-8d (TOE (JAILED) ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, ��E2E.DA&C CEILING JOIST/PARALLEL RAFTER 8-16d (FACE NAILED) EXPOSURE 1, 3/4" MIN. THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE ;IN �N JEAA(&, �TF CEILING JOIST LAPS OVER PARTITION 7-16d (FACE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE 9,� COLLAR TIE/RAFTER 4-10d (ea. end 1-1 4 strap) NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR G� r rr / . s r' s { BLOCKING/RAFTER 4-8d (TOE NAILED) TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE �► Ii 1 rl .; k ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED CLIPS AT ALL PERIMETER JOLT TO GIRDER RIM BOARD/RAFTER 4-16d (END NAILED) WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH c i TOP PLATE TOP PLATE 2-16d FACE NAILED` CONNECTIONS. f 3 / ( l TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A L I ! - A-- - - TOP PLATE AT INTERSECTIONS 4-16d (FACED NAILED) MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. I 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA ST 04436 n STUD/STUD 2-16d (FACE NALED) PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL F c 5. SO �H RO ED FOR A J01� qr OF NEW HEADER/HEADER 16d (FACE NAILED; AND FLOOR BEAMS AS DER N.Y.S. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND -:--' 10°< 8 <. 450 TOP or BOTTOM PLATE/STUD 3-16d (END NAILED) @ 8'-0" O.C. MIN. PROVIDE 2" SPACE FOR AIR HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED BOTTOM PLATE/FLOOR JOIST 3-16d (FACE NAILED) CIRCULATION IN ROOFS. _LED -- AS PER MANUFACTURERS RECOMMENDATIONS. WEB DRA INN B` Author rf/ JOISTjSILL, TOP PLATE or GIRDER 4-8d (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND I BRIDGING/JOIST 2-10d (TOE NAILED) stairs etc. ) OR AS NOTED ON DRAWINGS. DATE.' 1 30120234:41:33PM I BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" 1. f_ Po=Fs BLOCKING/JOIST 2-10d (TOE NAILED) LVL RIM JOIST SHALL BE REQUIRED AT FLOOR SCALE: BLOCKING/SILL orTOP PLATE 3-16d (TOE NAILED) 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL STORAGE, AND ERECTION OF O �. -}=� PERIMETERS. HANDLING, S LEDGER STRIP/BEAM 4-1Gd (FACE NAILED) PARTITIONS OR AS NOTED ON DRAWINGS. DRAWING 4EETNAME.' COMPONENTS SHALL BE AS PER MANUFACTURERS _ JOIST OfJ LEDGER/BEAM 3-16d (TOE NAILED) 8, ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. BAND JOIST/JOIST 3-16d (END NAILED) P Po: r BAND JOIST/SILL or TOP PLATE 3-16d (TOE NAILED) WITH RATED GALVANIZED METAL CONNECTORS BY 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. STRI CTURAL NOTES PLYWOOD ROOF DECKING 8d @4 O.C. EDGES, @8" O.C. FIELD TECO' OR APPROVED EQUAL. GALVANIZED MACHINE BOLTS @ 12 O.C.. STRIP SHEATHING 8d (ONE/RAFTER) 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. PLYWOOD WALL SHEATHING 8d @4" O.C. EDGES, @8" O.C. FIELD BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS 15. THIS DRAWING IS AN INSTRUMENT PREPARED TO FACILITATE CONSTRUCTION AND SHALL NOT BE PLYWOOD SUBFLOOR DECKING 8d @6" O.C. EDGES, @12" O.C. FIELD SHALL RECEIVE 5-10D NAILS AT SILL AND PLATE. COMPONENT AND CLADDING PRESSURE ZONES ALL EXTERIOR NAILS SHALL BE GALVANIZED. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND DRAWING_ ',,_EETNO: I OWNER. I DID & PERMIT SET / tW700 , 01 i