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HomeMy WebLinkAbout51403-Z ,.ola°f 30O1yo�° Town of Southold f * P.O. Box 1179 i� 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46782 Date: 01/15/2026 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 29821 Route 25 Orient, NY 11957 Sec/Block/Lot: 14.-2-1.9 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 04/08/2024 Pursuant to which Building Permit No..51403 and dated: 11/21/2024 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Additions and alterations to an existing single-family dwelling as applied for. The certificate is issued to: David Levin , Lindsay Levin Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 51403 5/8/2025 PLUMBERS CERTIFICATION: uth riz d S'gnature pfSO(/ryo(o TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51403 Date: 11/21/2024 Permission is hereby granted to: David Levin 40E19thSt New York, NY 10003 To: construct additions and alterations to existing single-family dwelling as applied for. Premises Located at: 29821 Route 25, Orient, NY 11957 SCTIVI# 14.-2-1.9 Pursuant to application dated 04/08/2024 and approved by the Building Inspector. To expire on 11/21/2026. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition &Alteration $416.50 CO-RESIDENTIAL $100.00 Total $516.50 ng Inspector Y W SO(/jyol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 �Q 0.y�OUNT`I BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: David Levin Address: 29821 Route 25 City: Orient St: NY Zip: 11957 Building Permit#: 51403 Section: 14 Block: 2 Lot: 1.9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Anything Electric License No: 61263ME SITE DETAILS Office Use Only Indoor Basement F Service F Solar (— Outdoor 1st Floor Iv Pool r Spa Renovation fv—� 2nd Floor Hot Tub r Generator (— Survey I— Attic (— Garage Battery Storage (— INVENTORY Service 1 ph 177 Heat Duplec Recpt 20 Ceiling Fixtures 2 Bath Exhaust Fan Service 3 ph r Hot Water GFCI Recpt Wall Fixtures 5 Smoke Detectors 1 Main Panel A/C Condenser Single Recpt 50A Recessed Fixtures 4 CO Detectors Sub Panel A/C Blower 1 Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 8 4'LED Exit Fixtures Other Equipment: Notes: First Floor Bedroom Addition, PlayRoom & Car Charger Inspector Signature: X Date: May 8, 2025 Sean Devlin Electrical Inspector sean.devlin(cD-town.southold.ny.us 29821 Rt25AdditionElectric OF SOUIyOIo 5 I � c * TOWN OP"SOUTHOLD BUILDI G DEPT. "Comm, 631-765-1802 INSPECTION [ ] 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. <j DATE INSPECTOR OF50UlyOl # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ']` FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL(ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C O �) REMARKS: 1 .� DATE INSPECTOR i OF SOUIyO� _-_-- # # . TOWN OF SOUTHOLD BUILDING DEPT. Coutm, 631-765-1802 - INSPECTION [ ] FOUNDATION 1 ST/ REBAR [/ROH PLBG.FOUNDATION.2ND [ ATION/CAULKING FRAMING /STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL ARKS://Z\ 1 • v DATE INSPECTOR pF 50Uly�lo - - - # # TOWN OF SOUTHOLD BUILDING DEPT. 'OUR" 631-765-1802 Lqo� INSPECTION [ ] FOUNDATION 1 ST/ REBAR [YRO PLBG. FOUNDATION 2ND [ ATION/CAULKING FRAMING /STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE l INSPECTO ? MADERA 909 Broadway M AY 1 4 2025 M A D E R A New York, NY 10010 US. (718)484-7260 projects@maderasurfaces.com Building Department www.maderasurfaces.com Town of Southold INVOICE BILL TO SHIP TO SHIP VIA Dedicated Delivery INVOICE 7953 Rodrigo Zamora 29821 Main Road Truck DATE 04/30/2025 Rodrigo Zamora Architect Orient, NY 11957,United States TERMS Due on receipt 416 Ocean Ave Apt 75 DUE DATE 04/30/2025 Brooklyn,NY, 11226,United States PROJECT NAME EST. LEAD TIME SALES MANAGER Levin Residence I Orient NY 8 Weeks James Robb ACTtJITY AMOUNT Unfinished Oak I Plank I Prime 1180 I OS INV 5,610.00T Product Type: Flooring Collection:Atelier I Overstock Inventory Product Name: Unfinished Oak Species:European Oak Pattern: Plank Grade:Prime Platform:2 Ply j Baltic Birch Plywood Base 14mm Oak Top Layer Finish Name: Fort Greene Finish: UV Oil Thickness: 15mm 10.59in(-5/8in) Width: 180mm 1 7.09in Length: 1.5-2.5m up to 2.9m 1 5-8ft up to 9.5ft Variable Fill: Dark Epoxy Profile:T&G and End Matched I Micro Bevel 2 Sides Custom Service 250.00T Set Up Fee Orders<500 SF Shipping 600.00T Shipping to Client Sales Tax 584.31 T Sales Tax calculated by AvaTax for 84049-V8 at Tue Apr 1 05:54:35 UTC 2025 Convenience Fee 217.78T 3.1%convenience fee on original total -------------------- ---------------------..--_---_.___.._-_-.._-__-_--.__-__------__--__-_-_--__----_-_----------..-------___--------------_----- SUBTOTAL 7,262.09 TAX 0.00 TOTAL 7,262.09 ------------------------- --------------------------------------------- BALANCE DUE USD 7,262.09 Page 1 of 2 RODRIGO ZAMORA ARCHITECT PLLc � 5 ty 03 416 Ocean Avenue#75 Brooklyn, NY 1122$ 917,684.41211 www,rodrigozarnora.com D May 9,'2025 MAY 1 9 20�5 guiiding 9�o�mold{ To: Southold Building Department 'own of 54375 NY-25 Southold, NY 11971 Re: Levin House Addition 29821 Main Road; Orient, NY 11957 Insulation Certification To Whom It May Concern, This letter is to certify that the installation of insulation at the addition to David and;Lindsay Levin'.s residence, located at 29821 Main Road, Orient, New York, as carried out by Stellar Homes Builders Inc., is in accordance with the details and specifications.shown on our architectural construction drawings—dated 11.06.25 and approved by the Southold Building Department on 11.21.2024. Please don't hesitate to reach out with any question's. Sincerely, A .` I "T t4,- Rodrigo Zamora AIALEEDAP CPHD Rodrigo Zamora Architect 'I Y .9 OF A � � '��.. s y 54, ' �", �.Y , � ^`k •�� may` F' '. ,� r �� - i 40 Irk Ift k � �1 n � f f9-19,vo 0 6 % N I r '7 ^` • i i A s, ,. .� •�-..�' ,r is '� �"�J r. +,.i _� + _ r � /. � a •NQ9 - � i M � i � r �, - • aw 7� ag Mang 4 ��y• .i i ,4, ............:...rrn rrrxxxxrm.limp _ „ r� • y �w 49�d n �t _ AK a ; t,h, ter• rM1 }jr <, e y�Y" � -.. F■ � y� s. w• \• I � t I _ R A r / q • y Ts ti F --.Sams--%"- — ,. iW ec 1 tl 41 "' I 1' • • Lam~ 1 r FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (IST) FOUNDATION (2ND) Ch z � o ccn ROUGH FRAMING& PLUMBING `r INSULATION PER N.Y. STATE ENERGY CODE oz FINAL ADDITIONAL.COMMENTS a _� cy -4 i - o z C X N � O z d �n b H d ''4L =o�SUFFO(K�oG 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 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only i' # E 9 W E , PERMIT NO. J Building Inspector. APR 8 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 Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name:_ - SCTM#1000- - - _------_ Project Address: Phone#: Email: Mailing Address: r 'CONTACT PERSON: Name: PH Mailing Address: #: Email:n Phone-- --__ ..3-- ---.---�-�--- . -� __----------_-------- -------- -s._ C o/' -- DESIGN PROFESSIONAL INFORMATION: Name: 11 --- -- �-Q -� --- - . Mailing Address: oLI l f Phone#: , Email: CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ 000 Will the lot be re-graded? ❑Yes�INo Will excess fill be removed from premises? ❑Yes XNo ya iF q-*\ S�- N .'t M� \0003 1 PROPERTY INFORMATION 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? Eyes ENO IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter:236 of the Town Code.,APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations 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 inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): o �Jk U-e.,I e., A thorized Agent ❑Owner Signature of Applicant: Date: r� =---------CONNIE D.BUNCH — I------.— . Notary Public,State of New or STATE OF NEW YORK) No.01BU6185050 Qualified in Suffolk County SS: Commission Expires April 14,2 COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this I � '1 day of AI 1 ,20a (� Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) David S LEVIN I, residing at PO Box 299, 29821 Main Rd ., (Print property owner's name) (Mailing Address) Orient NY 11957 do hereby authorize Philip Manuele (Agent) to apply on my behalf to the Southold Building Department. 3 / 25 /2024 (Owner's Signature) (Date) David Saul LEVIN (Print Owner's Name) D EC EOVE r ® BUILDING DEPARTMENT- Elei ri I Inpfftorl 2025 �4 eiy TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road -aPu&1Ry)ba0*7@-,en$ Y' Southold, New York 11971-09in®t Southold Telephone (631) 765-1802 - FAX (631) 765-9502 ja mesh(D-southoldtownny.gov - seand(cr-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Informatio Required) Date: I S� Company Name:- r✓ Electrician's Name: r,� G License No.: Elec. email: e ec- i�- Elec. Phone No: j $2 9-7,(- I request an mail 6opy of Certificate- ompliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: L-ev 1 Ai Address: /'Fv J4#1 epj Cross Street: -tp-- Phone No.: l 2 2�2 gf 2 Bldg.Permit#: ed Tax Map District: 1000 Section: P4 Block: (7a- Lot: a BRIEF D SCR(PTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: O Circle All That Apply: Is job ready for inspection?: YES ❑ NO Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES [aNO 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 H Frame M Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION C'd �11 UU CECElVE F, �S�EFot, �;o BUILDING DEPARTMENT- Ele ri I Intor1 2025 f��0 Gy4i` TOWN OF SOUTHOLD i Town Hall Annex - 54375 Main Road BPpAR)b9007r6ent Southold, New York 11971-0959ln®t Southold vy�o°� ��pgJ Telephone (631) 765-1802 - FAX (631) 765-9502 Y ,t. f la mesh(Dlsoutholdtownny.gov — seand(a�southoldtownn .qov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Informatio Required) Date: ISM Company Name: Electrician's Name: LZ C� License No.:MF Elec. email: Elec. Phone No: 1 request an 6mail 6opy of Certifica a ompliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Lev) fu a Address: Cross Street: t—p— Phone No.: 2 �2`�2 91 0 Bldg.Permit#: g� # j email: Tax Map District: 1000 Section: Block: Ud— Lot: BRIEF D SCR(PTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): fl Square Footage: O Circle All That Apply: Is job ready for inspection?: KI YES [ NO Rough In ] Final Do you need a Temp Certificate?: YES �DIO Issued On Temp Information: (All information required) Service Size Ph]3 Ph Size: A - # Meters Old Meter# ONew Service[—]Fire Reconnect[]Flood ReconnectOService ReconnectOUndergroundElOverhead # Underground Laterals M 1 2 H Frame Pole Work done on Service? Y FIN Additional Information: PAYMENT DUE WITH APPLICATION PERMIT# r Address: Switches r I Outlets GFI's Surface Sconces H H's UC Lts Fridge HW POOL Fans Mini Fr. W/D Panel 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 I Service Amps Have Used Sub Amps Have Used Comments c� QUIP /A r-",A %�V W W — j — Loo., i FQ o-°SUF g 5T 1R M[WAT]E1K Scott A. Russell .� SUPERVISOR M[ANAG)ENCENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK-11971 � �Gr Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) l; — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) NAME: 440 Date: y- f Contact Information: 0- iL-Nlad R Telephnoe Numhed Property Address / Location of Construction Site: S.C.T.M. #: 1000 District 4 Section Block Lot TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPART ENT Area of Disturbance is less than I Acre. No S.P.D.E.S. Permit is Required! ❑ - Project does Not Discharge to Waters of the State. No S.P.D.E.S. Permit is Reg uiTed;h4}:y ❑ - Area of Disturbance is Greater than t Acre & Storm-seater Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Building Permit. ❑ Arca of Disturbance is Greater than l Acre R Storm-,\atPr Runoff Flows Through Southold Towns MS4 Svstems to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit through the Southold Town Engineering Department Prior to Issuance of a Building Permit. i Revievved By: Date: F'(1RM s CMf'P -T(1C (lrmhar 7niq V-��Cc "oe- �= a� SCDHS REF# R10-16-0035 SURVEY OF PROPERTY IN ORIENT TOWN OF SO UTHOLD SUFFOLK CO UNT�; G ISLAND 1000-14-0,2-1.9 LAN TIND SCALE 1"=50" S� FEB. 10, 2016 MARCH 10, 2016 (REWSIONS) APRIL 4, 2016 (REWSIONS) nE UNE 196.47 ON APRIL 19, 2016 (REWSIONS) s82'34'41 W— — — — — o o e AUGUST 10, 2016 (FOUNDA TION STAKEOUT) MHWM - - ___ - -`'PILTT B�LU 5FF ,0 2 _-- AT BOTTOM o a o a_ . . . o18,o SEPTEMBER 26, 2016 (FOUNDATION LOCH TION) __130TTOM ������� ;2 2a ZONE �—�___�� __ -12 — Flo- � NOI�EMBER 3, 2016 (TOPO. REI/ISED) FLOpp 1 412— — --14_l 6 —_ �i i�i i �3 — V BUFF WALL ) IavE1 16 ___ ___� __,8=20=_ _ �__`�� �� ro BOTTOM RETAINI BLUfF pARAU a DECEMBER 29, 2016 (REVISIONS) Ot1E 21'2 —=_ — 2 2e1.—�?—=5y _ �i /__ —g FROM WOW TOPBLUFF ORTED BY 2ONANG LINE -T7 m 26?4_ __--___ _ —L,,,°,_• _�>< _36 sL�� eT " ss JANUARY 13, 2017 (REWSIONS) n 30232 ==___= _--32 3q-^"' �=--r i / sum Na BEACH ` " JANUARY 20 2017 (REVISIONS) v Sr Z 3834Q- -- Yr ail /� /� // / ,3a rNTM pU FEBRUARY 3, r► 0 42 LA 115 __ �'I "v i �' /' AUGUST 24, 2017 (RE(REWSIONS) y y �L C ASTAL EROSIO I / �� ti� UNE /'' AUGUST 28, 2018 (FINAL) C)i 42 ik I I I // / �,�/ -- vi4a / i i / / / �� s SEPTEMBER 24, 2018 (FINAL) z // II / �.�� I—_ _36 JUNE 4, 2019 (POOL FINAL) JUL Y 17, 2019 (SEPTIC LOCATION) O /' i/ / / / /�$' m-36 ADDITIONPROPOSED 324TSQYFT. Rg F.FLR. EL.=29.0' + Iles, JUL Y 30, 2019 (SEPTIC REWSIONS) �...J?�''_ eLUF�—— � AUGUST 5, 2019 (REMISED WATER LINE) CONC. WALL- JAN. 29, 2024 PROPOSED ADDITION UNDER DECK \ - GFCl COLT �LPAn AND ( ) EXISTING _ 4 GFCI DUPLN NEIGHBORS / \ \ ' 1 WATER SEALED CASING HOUSE // FR. HSE.STM \\ -�� \ I p \ 36 (RELO�ATED) _- 2 ELEVATED ^ b 40.1' w`V 18.0 �32 v SCREENED h a 1 � PORCH h 2 STY FR. HSE.13.1 a 0 N 12.6' Ain 118 Cn / �i1 ivAc rn 2ND STY.\ TA y` m 146• CO CANTILEVERDW� �/ NI ,TEST u____ A ELEVATED -30 1 rrriiEL.271 ' DECK \ TIMBER S p ET. WALL N1 yam\/ CB / 1 24.1' l ST \�1 7P o 1 _ 1 5O' +) be \\ D I / 1 ELEVA DECK h\ LP \I ELEVATED \\ 1 \ 1 STY. FR. I \\ \ \ I c HOUSE \ 1 WELL EXISZI ORS 1 < i 1 --26 NEIGHBGE �� l -- � �-- WELL GARA GRAVEL 1 p 1 ® $ ` PATH �\ 1 1 r0 y � 0, ELEC. Eo \\ ' -2a 15• 1 ` EXISTING / SFO 1 v 2 O C) '1m + ELL 'TRANSFOR l o (� 1n pJH REA \� (VACANT ' 4' \" o� 1 -22- 1DW�� 1 ` 1 ` - \p \ \ GRAVEL \ \ HEAT Z N PATH `\ \\ PUMP �� 11 7�G ` \ \\ \ CE 34.7 \ x\ ' 2 STY.FR HOUSE WELL.LOCATION PROM 1 � O 1 \ � 34.7' (2 1 STY.FR. SEPTIC LOCATION 2 STY.Fft.HOUSE \ W W w q \ B POOL HOUSE l y 11 O O w 'Er .A. 20- \ CO1 FF=8.3' ` --- 169' t95' 'to-' -- ---- GATE \S77 ETAL 1 '0 (n O-11 ST 56' 53.6' 1 i■-x- .-X-1 X h OVER \ - ;1 �-A 11 TEST PORT(TP) 58' 57' 1 U STONE 6 `\ST2 METAL - -� t Z 111 9 O \ w 104 PATIO \ COVER LP 67' 64' z \ ` PLASTIC 1 �20. O \ i 14.8' I LP\\ o COVER t \ 1 � TII 1 1 I l n -18 0, I TIMBER 1 c 181Y.FR POOL HOUSE WELL LOCATION FROM a N I RET. WALL \\ 11 SEPTIC LOCATION 1 STY.F FL POOL HOUSE cn \ i -- 1 STI 29' 19.1' / \ DECK OVER I ■I i \ --18 1\ COVER ST2 42.6' 28.6' 6- - -- ---{x-_ ELEC.. o I \ 0 1 LP 50.0' 40.0' 1 x PANEL 1 \ HEATER & x I 1 Z \ FILTER D \ ➢ \�25.0' \ I m \ n25-6 1 O \ \ 11 \ \ 1 1 NEW DRIVEWAY \ 1 _ ! - 1 \ 1 \ MEETS EXISTING 11 11 I\ la -A \ 11\-'A 1 1 �� \ 'ems � 1', ,, I� 1 O r O / . 70; 1� -A cn O I \ // I I� \ W 10----1'� \\��� lGj1-r1 1Z\ 1\100 \ li I � O z \ \ \ d 421.00' CMF yl\ 11 1 1 -6 tv 9,1 uNg 27.0. 11 �/ Il`- 'I l/F�ON -;f` � J -O•�' • • ��', �'1.[ r .................. w/ r �e1�� 0) � l ,��'• • .' ' b FE ? 2016 E 0 11 . A E�EL�NNR E 12-6' z ,cMF . „W R �oNSv� 79 ? X , ( .309, NIO�FoA OF WLF #&WLF \P ! 0 C� WLF #7 SpuTH�� NSERVIAN #3F #4 ���A �tGvLF LID ! Z I rO WLF \ #10 A'(l)RE WLF #5 WLF I N i #2 X #6 WLF O + I WLF T �� WLF 41 #12 h ,,111 73 '11 ;1 r KD m ;IC, n 1� v 28.0' �\ KEY LINE A = STAKE SET MAT cH ® = WELL 0 = MONUMENT ® = TEST HOLE \ '\ VlEMANDS FLAG ANY AL7FRA77ON OR ADDI770M TO THIS SURVEY IS A VIOLATION FLOOD ZONES FROM FIRM 36103C0068H 9/25/2009 .Y.S. L/C. N0. 49618 OF SEC77ON 7209OF THE NEW YORK STATE EDUCATION LAW. TOTAL ECON/C SUPOEYORS, P.C. EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CER77FICA77ONS (631) 765-5020 FAX (631) 765-1797 HEREON ARE VALID FOR 1N/S MAP AND COPIES THEREOF ONLY /F ELEVATIONS & CONTOUR LINES ARE REVISED TO NAVD 88 DATUM 240,114, 80. FT. Or 5,512 Acres SAID MAP OR COPIES BEAR 7HE IMPRESSED SEAL OF 7HE SURVEYOR U.S. COASTAL GE0DE7FDIC BENCHMARK S325 P.O. BOX 909 WHOSE SIGNATURE APPEARS HEREON. 1230 TRAVELER STREET sou7HOLD, MY 11971 15-246 i SCDHS REF# R10-16-0035 3 UR VEY OF PROPERTY IN ORIENT TOWN OF SO UTHOLD ,-\�./ � SUFFOLK COUNTY, N. Y. � ISLAND r- - 1000-14-0,2-1.9 LONG ND _--�_ -- '� _ , SpU SCALE. 1 -50 FEB. 10, 2016 MARCH 10, 2016 (REVISIONS), E� APRIL 4, 2016 (REVISIONS) 196.47 Ems. 11E L _ _ QN APRIL 19, 2016 (REVISIONS) ss2'34'41„Wag�� @ � AUG. 10, 2016 (FOUNDATION STAKEOUT) MHWM - - 4- -- 8\6 SEP T. 26 2016 (FDUNDA TION L OCA TION) —' oM of B� ,- --� �1, o f _ uz =80� '224 ! 0- -1 NOVEMBER J. 2016 (TOPO. REt/ISED) FjLqooaqD - 0- 602E5 f E141 � `ENE U� @OTfOfA66L �R �NF L �PARAaL� DECEMBER 29, 2016 (REI/lS/ONS) 22- i i /i TW @L @7 2�X G uNE O< 26 _ _ Z = O° is a'� �- B SLUFF IS 'UPP BETWEEN F01tOWN JANUARY 13, 2017 (REVISIONS) r 33042-36 =__;_` _=323' l- ,/ ,� 3ETMPPFA "� eEAc1+ Ass JANUARY 20, 2017 (REVISIONS) - 1 4-- o N ? 4� �- � '� / ' / / FEBRUAR Y 3, 2017 REVISIONS r'r O LAj IN¢S-L--EROSION �M•� /��i',// / /'/ �q0 -��CAZZARD LINE ; I I /�cS/"��� // // /, AUGUST 24, 2017 REVISIONS N N // / ��/ ,' __ �4O AUGUST 28, 2018 (FINAL) 42 / / // �� -t SEPTEMBER 24, 2018 (FINAL) J r/ / /"� l0 3E / / /_--- � DUNE 4, 2019 POOL FINAL) PROPOSED T JUL Y 17, 2019 (SEPTIC LOCH nON) 0 /' /! / / / /�� --3 ADDITION DITION 324SQ. FT. 5�r`p�`' - F.FLR. EL.=29.0' a` .r� JUL Y 30, 2019 (SEPTIC REVISIONS) ,..-1"• -11 - F�Gp`1`' t�����`J CONC. WALL -- AUGUST 5, 2019 (REVISED WATER LINE) TOMn UNDER DECK ELEC. CON L PANEL AND ExlsnNc �6/ --/ ��' \ t '— 4 GFCI DUPLE OUTLET IN JAN. 29, 2024 PROPOSED ADDITION) NEIGHBORS / \ \ -s1� WATER SEALED CASING HOUSE /IEEE FR. HSE.STM \ \ —DEClC�\ — J DNS \ 36.2 (RELO�ATED) i / y1 io 16.5 165 ♦ 7 ELEVATED ^ b 40.1 w 18.0 �32 a SCREENED PORCH `V n 2 STY FR. HSE.13.1 po 0 p N 12.6' ? 2ND STY.y— \ '-,p / d1"^"S..1.67a f'113A TT 1? , 'or 11.A[.'tu Sr t�'ICI'� . ' 14 ' Co CANTILEVERDW\ �\ / v .6 / 3 C ^� in ESTu__- ELEVATED t� GG ►+.r. a HOLE ' w DECK TIMBER EX� RS 1 EL.27.1 p �� ET. WALL t NEEb`1 "�" (;""1 L�',.�'�x C?SI"l� L�'1541b31Sf--d,it has P.tg;°4C'T?'ined thm this �1/ CB / i f ST \ \\ .ti, !°.�F,1`lYAarr3 C�'�jMbS1?�or water tt!�,p!y 1 24.1' ` a im (WELL & C•P' 150 1 11 �`/ \ELEVA4E ,\ cP \II � ,! ,� a <k b w .5 DECK 1 I \ ELEVATED \ 1 STY. FR. � \` 1 \ I \ FiDU3� / \\ \ WELL �91Yice O �e13 °G:W12L7Ib?07A Ct1"CaEt EX\S�FRS \ ci / \ -._ _ \ 6 8 acL` GARAGE GRAVEL ® 8 ` PATH 1 n 1 1 , -J t\A 1 1 ti ME _ r , � �E�� 1 __24 0 2� _ C� L --_ 16.0 / \ �tER t 0 \t, EXISTING ` W5 V6 c T: Va W CORP P JH � REAL ANC) (VAC z4` YA} \\ HEAT 1 DW/ �2` 1 GRAVEL `\ `\ PUMP ,79 `1 D O 1 \\ \ CE I ` g0,7' , l G 1 1 \ \ 34.7' no k 1 1 2 STY.FR HOUSE WELL LOCATION FROM 1 \\ 0 34.7' m 1 1 STY.FR. ' `I 2 SEPTIC LOCATION 2 STY.FR HOUSE \ W w/ W A \ ^B POOL HOUSE ; \ n d\ 'A' 'B' 'A' 'B' __ S \ Co1 FF=8.3' 1 O 0 1ss' fss' `20- -- \ ------- GATE \ \S� ETAL ST 56' 53.6' \ x-r- x—x—xt OVER TEST PORT OP) 58' ST 1\ w STONEPATIO \`\ST2 METAL - It�Z LP 67' 64' L) \ COVER \ ` 1 w i 14.8' 'I LP\ o`PLASTIC �20 , \t^ Z \ COVER 1 r t I I \ 1 ,1 a 1 STY.FR POOL HOUSE WELL LOCATION FROM n - - a 1 g Ci 1 R TM BER WALL \ ` ,\`I v SEPTIC LOCATION 1817 FR POOL HOUSE STI 29' 19.1' l73' 202' 1 DECK OVER 11 `ys_ 8T2 42.6' 28.6' COVER ELEC'—— — \ —��. . � � 1 1 'O LP 50.0' 4L10' —`\ �x\x PANEL POOL I 1 u\ y 1 HEATER & \ FILTER r' I 8 �{O 11 1 - \ \ � 1 1 NEW DRIVEWAY 1 \� MEETS EXISTING 1 '\x L- 1 1 sA0 -10 \ O Ar},i m O t" 0 / -n �\ 1 ' 'I 701 It �rz V-A N O� IT x G 1 / , 1 tr 70 Co 1 11 �= `` off (51 -00 tLA \ I \ 00 I t 1 = tl i �.00ps \I '—fa O 1 1\ G 0 01. o z 1 ` 21.00' yr� CMF \EMI) ZONE N \ r 60 ! 27-6 5 2.19.05 �� TER WETI-PN�S i '$ FRE pE�INEATED266,2p16 1CMF ,3b"IN R i' cwn, 601 S5t fANfS, `T' S79 rn 0 i C 3p 0 C °s ? i X ; i 3 09 N/O/` WLF DF J WLF� J a (T 1 Q`0 1O VIANOY WL _ `#7� 7(#9 NI z I �I A R 0p��sER wLF 3X ♦ WLF wLF io 0 1 #2 I( #6 WLF I • � � 4 I � I 1� ���ANc� `fu 1 I WLF T �/ a WLF ;1 #12 i C\ 1-A rC7 T '1� m J m t, 2g.0 KEY L ® = STAKE SET MATCH x o C'V WELL �����,ry ® = IILLL '^ Cn ® = MONUMENTCl- (� = TEST HOLE + 1 �� WETLANDS FLAG ' i ► - : 36103C0068H 9M FIRM R � ANY AL7ERAT10N OR ADDITION TO THIS SURVEY IS A VIOLATION FLOOD ZONES F5/2009 ' -�'' N.Y.S LIC. N0. 4961! OF SEC77ON 7209OF 7HE NEW YORK STATE EDUCATION LAW. TOTAL EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CER77FICA77ONS PECON S VEYORS, P.C. HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF ELEVATIONS & CONTOUR LINES ARE REVISED TO NAVD 88 DATUM AREA- 240,114 80. FT. or 5.512 Acres (631) 765— 020 FAX (631) 765-1797 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF 77-1E SURVEYOR U.S COASTAL GEODE7EDIC BENCHMARK S325 P.O. BOX 909 WHOSE SIGNATURE APPEARS HEREON. 1230 TRAVELER STREET SOUTHOLD, MY 11971 15-246 a LEVIN HOUSE ADDITION 29821 MAIN ROAD ORIENT, NY 11957 #29821 LONG ISLAND SOUND r 25 250RIENT / KEY PLAN (NTS)® if x:l' PROJECT TEAM 7I! if ARCHITECT: 16 RODRIGO ZAMORA ARCHITECT PLLC �M .__.. I; ----------• 416 OCEAN AVENUE#75 BROOKLYN, NY 11226 T. 917-684-4121 CONTRACTOR: STELLAR HOME BUILDERS - - 127 HEWITT BLVD CENTER MORICHES, NY 11934 T. 631-926-1151 All exterior lighting .... „ , Installed,replaced or repaired shall conform to Chapter 172 �'=`""--�--•• of the Town Code ISSUE/REVISION DATE FILING SET 03/15/2024 S.C.D.O.H.S. SET 08/13/2024 REVISED FILING SET 11/06/2024 ' RETAIN STORM WATER RUNOFF PROJECT LOCATION PROJECT INFORMATION DRAWING LIST PURSUANT TO CHAPTER 236 f Ml"'V H 0 U I NOTES: • OF THE TONd�I CODE David&Lindsay Levin L F . PROPERTY OWNER SHEET NUMBER SHEET TITLE #29821 Q PROPERTY TAX MAP# A-000 (COVER SHEET, DRAWING LIST&GENERAL NOTES 1000-14-02-1.90 N A-001 (GENERAL NOTES, SYMBOLS, ABBREVIATIONS, AND WALL TYPES ELECT RICAL STREET ADDRESS E) D INSPEC710N REQUIREED 29821 MAIN ROAD A-002 :SITE PLAN &ZONING INFORMATION ,--, ORIENT, NY 11957 A-100 (PROPOSED ADDITION FLOOR PLAN & ROOF PLAN 29821 MAI IN! ROAD r �� TOWN OF SOUTHOLD ZONING DISTRICT A-200 EXTERIOR ELEVATIONS R-so Blower door ORIENTNY 25 Q O A-300 BUILDING SECTIONS LTA E 7 and ductwork NOVEMBER 6TH , 2024 �� 5..5512 Acres S-100 STANDARD STRUCUTRAL DETIALS & NOTES testing required. 240,114 SO. FT. O MINIMUM SETBACKS Building Front: 60 FT Must provide Manuals 25 Side: 20 FT(45 ft combined) D, r and S as per Mq�NR Rear: 75 FT AP 'QED AS NOTED NYS Energy Code ORIENT BLUFF SETBACK DATE: I # J 0A 100 FT(Coastal Setback) FEE BY 1�ORC,HARD S7 Maximum Allowable: 6 1-765 1 02 6AM TO PM FOR THE 35 FT FOLLOWING INSPECTIONS: TWO REQUIRED 2 1/2 Stories C LOT COVERAGE ° ONCRETE � 20%Allowable 0.2*240,114 SQ. FT.= 48 022.8 S -��t°,+vllw�&PLUMBING Oo ( Q ) Q. Ff. 4, Fi :AL-CONSTRUCTION MUST 4,849 SQ. FT. Existing (Main House) 1:3EC,�°,�?�� L FOR C.O. 810 SQ. FT. Existing (Pool House) ALL (_-O, ;T- :CTIOfq SH,,LL MEET THE PE(a i'-'LI�Ic �1`7` l�� -CCIDES OF NEW DRAWING TITLE: 5,659 SQ. Ff./240,114 SQ. FT. =2.3% °' ' c ti YOP( `T;T1" T Pr• PO:ISIBLE FOR 324 SQ. Fr. Proposed (Main House Addition) DESIGN CIS GGNSI i:1 ik�ION ERRORS COVER SHEET & GENERAL New Proposed Total: 5,983 SQ. FT. =2.5% (VOTES COMPLY WITH ALL CODES OF NEW YORK STATE&TOWN CODES AS REQUIRED AND CONDITIONS OF DRAWN BY: RZ ORIENT, NY NOTTOSCALE � ��� ONiNZBA CHECKED BY: RZ S000 TOV4N PLANN74 BOARD SO LDTOMTRUSaS SCALE: AS INDICATED N.Y. ,DEC PRINT DATE: 11/06/2024 JTHOLD HPC CHO DRAWING NUMBER: oG Zq� t 1t OCCI PANCY OR �� �t. ' ``�``� `� A-000 USE IS UNLAWFUL WIT41 OUT CERTIFICATE `'. .r OF OCCUPANCY 9TF 0,3?,9 � ` OF N SHEET NUMBER: 1 OF 7 ABBREVIATIONS LEGEND: GRAPHIC SYMBOLS TYPIICAL WALL TYPE SECTIONS GENERAL NOTES LEVIN HOUSE A.D. AREA DRAIN ADJ ADJACENT 1. Scope of Work: New wood-frame, one story addition to single family dwelling. AFF ABOVE FINISHED FLOOR O WALL TYPE NUMBER INTERIORADDITION ALUM ALUMINUM AMPS AMPERES 2. All work shall conform to the requirements of the 2020 Residential Code of New York State, County Fire 301 ANOD ANODIZED O DOOR NUMBER Department regulations, utility company requirements, and the best trade practices. 2gg21 MAIN ROAD APPD APPROVED 5/8 GWB BOTH SIDES W/LEVEL 5 FINISH,TYP. 3. Before commencing work, the Contractor shall file all required Certificates of Insurance with the Building ORIENT, NY 11957 AV AUDIO-VISUAL 304 PROVIDE WATER RESISTANT GWB @WET g q BD BOARD A WINDOW NUMBER LOCATIONS NOT RECEIVING TILE Department, pay all fees, obtain all required permits, and provide any and all bonds required by governing local B.O. BOTTOM OF agencies in order to do the work herein described. 2X4 WOOD STUD @ 16"O.C. BOIC BOUGHT BY OWNER, INSTALLED BY GC Mw-# � MILLWORK NUMBER 4. The Contractor shall verify all existing conditions in the field rlor to commencin work, and shall report an BSMT BASEMENT SOUND ATTENUATING BATT INSUL discrepancies between drawings and field conditions to the Architect. g P y C.I.P. CAST IN PLACE 'fir ` p N29821 C.J. CONTROL JOINT F# FINISH NUMBER LONG ISLAND SOUND C.L. CENTER LINE 5. Minor details not usually shown or specified, but necessary for proper construction of any part of the work 4 3/4" shall be included as if the were indicated in the drawings. CLG CEILING A-# __� Y CLR CLEAR APPLIANCE NUMBER CMU CONCRETE MASONRY UNIT 6. The Contractor shall coordinate all work procedures with requirements of local authorities. 25 TfYP. INTERIOR DRYWALL PARTITION COL COLUMN REVISION NUMBER 1 "NOTE:ALL INTERIOR PARTITIONS TO BE TYPE'1'u.o.N. 7. The Contractor shall be responsible for the protection of all conditions and materials within the proposed CONIC CONCRETE construction area. The Contractor shall design and install adequate shoring and bracing for all structural or CONT CONTINUOUS GAME AS TYPE'1'W/2X6 STUDS @ PLUMBING WALLS&AS NOTED g q g g CPT CARPET ROOM 1A ROOM NUMBER removal tasks. The Contractor shall have sole responsibility for any damage or injuries caused by or during the 25 CTL CERAMIC TILE o00 execution of the work. ORIENT DBL DOUBLE s DEMO DEMOLISH OR DEMOLITION 8. The Contractor shall lay out his own work, and shall provide all dimensions required for other trades U 0— DIM(S) WALL TYPE MARKER VARIES DIA DIAMETER (plumbing, electrical, etc.). KEY PLAN NTS / DIMENSION(S) *' 5/8"WATER RESISTANT CEMENT BACKING BOARD ( )® DN DOWN 9. Plumbing and electrical work shall be performed by persons licensed in their trades, who shall arrange for and DR DOOR 1 DRAWING REFERENCE NUMBER ;^ TILE ON THINSET,THICKNESS VARIES obtain inspections and required sign-offs. DTL DETAIL A100 10. The Contractor shall do all cutting, patching, repairing as required to perform all of the work indicated on the DWG DRAWING 2X4 WOOD STUD @ 16"O.C. 9� P g� P 9 q P PROJECT TEAM EA EACH drawings, and all other work that may be required to complete the job. EJ EXPANSION JOINT A( 2 EXTERIOR ELEVATION MARKER SOUND ATTENUATING BATT INSUL ARCHITECT: EL ELEVATION 11. The contractor shall be responsible for coordinating all roof and floor penetrations, patching, repairing and as ELEC ELECTRICAL flashingre RODRIGO ZAMORA ARCHITECT PLLC ELEV ELEVATION required.4 3/4" VARIES 416 OCEAN AVENUE#75 SECTION CUT MARKER 12. All exits shall be kept readily accessible& unobstructed at all times during construction. BROOKLYN, NY 11226 EPDM ETHYLENE PROPYLENE DIENE M-CLASS(ROOFING) 1 � - ------- P Y 9 EQ EQUAL A302 T. 917-684-4121 (E) EXISTING /� TrYP.INTERIOR PARTITION W/TILE @ WET LOCATIONS 13. The contractor shall adequately brace, shore,and support the structure during the entire construction period. EXT EXTERIOR FLOOR L FD FLOOR DRAIN — ELEVATION INDICATOR CONTRACTOR: ELEVATION SAME AS TYPE'2'W/2X6 STUDS @ PLUMBING WALLS&AS NOTED FEC FIRE EXTINGUISHER CABINET 04 2A - -- - - STELLAR HOME BUILDERS FIXT FIXTURE FLR FLOOR 127 HEWITT BLVD F.O. FACE OF 03 A 411 - 01 INTERIOR ELEVATION MARKER CENTER MORICHES, NY 11934 GA GAUGE EXTERIOR T. 31-926-1151 GALV GALVANIZED 02 INSPECTIONS & TESTING GWB GYPSUM WALL BOARD HC HOLLOW CORE HM HOLLOW METAL 5/8"GWB W/LEVEL 5 FINISH 3/4"PLYWD SHEATING 1. The Contractor shall arrange for all controlled in sections &tests as required b the local Building HP HIGH POINT (SUBSTI'TUE CEMENT g P q Y g VERTICAL FURRING BACKING BOARD @WET BUILDING WRAP Department. HR HOUR LOCATIONS) HT HEIGHT HVAC HEATING, VENTILATING, AND AIR CONDITIONING 1 1/2"SERVICE CAVITY W/ ✓ HORIZ.FURRING AS READ FURRING STRIPS I.L.O. IN LIEU OF HORIZ.WD SIDING INSUL INSULATED OR INSULATION LEGEND: HATCHES VAPOR PERMEABLE BLOWN CELLULOSE INSUL AIR BARRIER PROTECTION OF OPENINGS INT INTERIOR 2X6 WD STUD ;' JT JOINT 2X4 WD STUD ISSUE/REVISION DATE LBS POUNDS EXISTING WALL TO REMAIN t 4"GAP 1'-1"=R43.2 FILING SET 03/15/2024 MAX MAXIMUM Per R301.2.1.2 of Residential Code of NY State, the proposed house is designed as a partially enclosed building MO MASONRY OPENING EXISTING WALL TO BE REMOVED in accordance with ASCE 7. S.C.D.O.H.S. SET 08/13/2024 MECH MECHANICAL 1 6 1/8 MEMBR MEMBRANE REVISED FILING SET 11/06/2024 MFR MANUFACTURER EXISTING STRUCTURE (HALFTONE) E1 TrYPICAL EXTERIOR WALL-REFER TO ELVEATIONS FOR CLADDING TYPE/ORIENTATION MIN MINIMUM MRGWB MOISTURE RESISTANT GYPSUM WALL BOARD SMOKE & CARBON MONOXIDE DETECTING DEVICES MTL METAL MW MILLWORK NIC NOT IN CONTRACT 5/8"GWB W/LEVEL 5 FINISH 3/4"PLYWD SHEATING (SUBSTI'TUE CEMENT f VERTICAL FURRING 1. Smoke & Carbon Monoxide detecting devices shall be provided according to Sections 314 and 315 of the NO NUMBER 9 p g BACKING BOARD @WET BUILDING WRAP NOM NOMINAL LOCATIONS) ` " ` Residential Code of New York State 2X6 FURRING NOTES: O.C. ON CENTER 1 1/2"SERVICE CAVITY W/ OH OPPOSITE HAND FURRINCG STRIPS HORIZ.FURRING AS REQD 2. Smoke detecting devices shall receive their primary power from building wiring.There shall be no switches in OPG OPENING VAPOR PPERMEABLE HORIZ.WD SIDING the circuit other than the overcurrent device protecting the branch circuit. QZ OUNCE AIR BARIRIER BLOWN(CELLULOSE INSUL j CONCEALED 3"LEADER PERP PERPENDICULAR 2X6 WD STUD 3. All smoke detecting devices shall be accepted pursuant to rules and regulations promulgated by the PL PLATE 2X4 WD!STUD i M1 .f 4"GAP comissioner, approved by the Board of Standardsand Appeals or fisted by a nationally recognized independent P.LAM PLASTIC LAMINATE 1'-1 =R43.2 laboratory. No device shall be deemed to be in compliance with this provision unless it is of either the ionization PLUMB. PLUMBING 51/2" 1/2" or photo-electric type. PLYWD PLYWOOD V-3 7/8" P.T. PRESSURE TREATEDPNT PAINT - - -- -- -- PTD PAINTED CLIMATIC & GEOGRAPHIC DESIGN CRITERIA PVC POLYVINYL CHLORIDE EXTERIOR WALL @ GUTTER-REFER TO ELEVATIONS FOR CLADDING TYPE/ORIENTATION RAG RETURN AIR GRILLE E16 GROUND BASE WIND SEISMIC SUBJECT TO DAMAGE FROM FLOOD RBR RUBBER SNOW SPEED DESIGN HAZARD RCP REFLECTED CEILING PLAN LOAD(PSF) (MPH) CATEGORY WEATHERING FROST LINE TERMITE DECAY (FEMA) RD ROOF DRAIN DEPTH REQ REQUIRED 5/8"GWB W/LEVEL 5 FINISH CON. RETAINING WALL 20 140 B SEVERE 36" MD TO HVY SL TO MD X RM ROOM (SUBSTfTUE CEMENT SCLU STRUCTURAL CEILING LEVEL (UNDERSIDE) BACKING BOARD @ WET DAMPPROOFING W/CONT. (PER R301.2(1)OF 2020 NYS RESIDENTIAL CODE) SED SEE ELECTRICAL DRAWINGS LOCATIONS) DRAINBOARD COVER SFLT STRUCTURAL FLOOR LEVEL (TOPSIDE) 1 1/2"SERVICE CAVITY W/ SIM SIMILAR FURRING STRIPS SMD SEE MECHANICAL DRAWINGS VAPOR(PERMEABLE SPEC SPECIFIED OR SPECIFICATION AIR BARRIER [� SPK SPRINKLER 5"RIGID INSULATION SSD SEE STRUCTURAL DRAWINGS SSTL STAINLESS STEEL 5' R25 STC SOUND TRANSMISSION COEFFICIENT ------------------- STL STEEL 1-7 1/8" STRUCT STRUCTURE OR STRUCTURAL T& G TONGUE AND GROOVE TELE TELEPHONE EXTERIOR INSULATED RETAINING WALL @ LOWER LEVEL T.O. TOP OF E3 T.O.C. TOP OF CONCRETE T.O.S. TOP OF STEEL T/D TELEPHONE/DATA TYP TYPICAL UON UNLESS OTHERWISE NOTED MEMBRANE ROOFING DRAWING TITLE: U/S UNDERSIDE POLYISGCOVERBOARD II GENERAL NOTES, V VOLT ���,, �,..M .� � ,w� co _ VARIABLE AIR 3"RIGID IINSULATION ---\ SYMBOLS ABBREVIATIONS V FV VERIFY IN FIELD 3/4" 3/4"PLYVVOOD �" L.,_..�_ _i _� r._"._. " i _ BUILDING ENVELOPE LEGEND (COLOR CODED) , - - -- -- W/ WITH I — WD WOOD . = & WALL TYPES WP WATERPROOF 11 7/8"BLOWN CELLUOSE WRB WATER-RESISTIVE BARRIER BETWEEN TJI'S ————— EXTERIOR WATER-RESISTIVE BARRIER(WRB) SOLITEX FRONTA QUATTRO WIND/AIR TIGHT WRB DRAWN BY: RZ co AIR BARRIER (VAPOR OPEN)-TAPE ALL SEAMS W/TESCON INVIS TAPE CHECKED BY: RZ CO I 1 1/2"SERVICE CAVITY VAPOR 5/8"GWB OR PERMEABLE INTERIOR AIR BARRIER- SCALE. AS INDICATED INTELLO PLUS/DB+MEMBRAN-TAPE ALL SEAMS W/TESCON VANA TAPE PRINT DATE: 11/06/2024 ------ TAPE @ SEAMS&EDGES OF EXTERIOR WRB& TOTAL R-VALUE=R54 INTERIOR AIR BARRIER PER MFR SPEC DRAWING NUMBER: ¢,GO z�� A 0 01 MEMBRANE ROOFING o �' O EPDM SYNTHETIC RUBBER MEMBRANE TYPICAL ROOF CONSTRUCTION (SLOPE VARIES) °' 0393 N p F0, pl��� SHEET NUMBER: 20F7 LEVIN HOUSE ADDITION , 29821 MAIN ROAD 1 -� ORIENT, NY 11957 . • rl • • .I. •GIs - • • . • • - ---- \1, I I / #29821 ' f I / + LONG ISLAND SOUND 24 28 3 6 4 4 ---.---T-- ---------- -. - I ../ \ \\ \\ 0\ 20 / , of / 26 � 30 2 I 34 3 38 0 I 0 �. 3 � , I I 1 1 ,/ ,-',4" —— -i SIDE YARD SETBACK: W Wi ,\\ ---\1\------ t I ( 7) it I! ORIENT 25 \_ I' W W—r`W V ! I r KEY PLAN (NTS)® �\W15/ 0 _ PROJECT TEAM T - \ \ I ' 'S� ' / V 1 I l l I r r r ARCHITECT: E E t\E E E E E \ E E E I , \W o Y o p I , I + RODRIGO ZAMORA ARCHITECT PLLC (4� __ -��---- - I ml i 1 I ; r 416 OCEAN AVENUE#75 CD - o LU BROOKLYN, NY 11226 . ---- W + T. 917-684-4121 ti12 m 1t10 I ` i I l I I 1 1 r Q ' � CONTRACTOR: as A�NI I ; ; r ; 1 I I STELLAR HOME BUILDERS 5-0 "'I I r , I J r 2 8 �� q \ I O I I / , 24 �J + , ' ',, j T �✓ \`� I I I ; m 1 0 127 HEWITT BLVD (� / r ` J .J � / ,� - � �j � \ \ � l�\\ I ' j r � � � l� flw TE631E926-10151CHES, NY 11934 11 1 r l � 1 /Cb �100'-0" `.. \` I l! l lI p + O / \ d! 8 w .I GROUND FLOOR FFE=29'-0"ASLCb 10 W � � 4! // CO I ' ��2 ) )1� r 11 4/ / ISSUE/REVISION DATE 16 -- �-_ / � � .--� ' I / 1 \ � � � I I 1 I 1 FILING SET 03/15/2024 A {19) S.C.D.O.H.S.SET 08/13/2024-- 1 15 1 21 ' �, �" 1 y 1 �� {� ,' +' ` ,' / / 1 15J j , , I , ; , , , . I \ I 1 I I ' I I ' I 1 / --f20 I I ' ' I ; REVISED FILING SET 11/06/2024 ' I \ \ J I I I ----------------------------------------- ----- ----------------------- -------f--- ----\` ----- ----- SIDE YARD SETBACK / ----- ' 26 28 30 32 34 I 36 -38-- 36 34 I 32 30; ' 20 ; i 10 � 4 E) ,' / , I --LO I '" / I -- I I I I I 1 NOTES: m-- -- -- -- -- -- -- -- -- -- -- -- — ��- -- -- -- -- �- =- -- —• ��— tea- -- -- air.!W ���— -- —/- -- -- ems- - -- —• -- -- -- ��• —� �•1 TT 1-I�,•I ��•I —• —+ —• -- -- — ,' --- --- NOTE: ,' NOTE: 1 EXISTING 1-STORY POOL TO REMAIN - NO CHANGE-AND TO BE PROPOSED 1-STORY ADDITION TO EXISTING HOUSE TO BE SERVED BY PRIVATE WATER WELL AND BY EXISTING DEDICATED 18'-0"X18'-0" SITTING ROOM. FINISHED FLOOR ELEVATION TO SEPTIC SYSTEM. MATCH EXISTING HOUSE AT 29'-0"A.S.L. ADDITION TO BE SERVED BY EXISTING PRIVATE WATER WELL AND BY EXISTING I/A OWTS. NO NEW PLUMBING OR BEDROOM COUNT CHANGE IS PROPOSED TO N EXISTING. 2 PROPOSED PARTIAL SITE PLAN 1"=20'-0" -j GENERAL NOTES 2 1C7� 1 I REFER TO SURVEY BY PECONIC SURVEYORS DATED I I -00 L--J 01/29/2024 SHOWING THE EXISTING STRUCTURES AND THE j (10}� PROPOSED ADDITION TO THE MAIN HOUSE. I i I I 845'-8 1/4"TO MAIN ROAD � � y / i I / i - SITE PLAN KEYNOTES QO •®. 845.74' -{1 / (13 I----I 1168.21' I �> �\ / 1. PROPERTY LINE -- ��-.-J J 2. EXISTING COUNTOUR LINE ------- -------- ---�______`_ __�--' : '.. • 3. PROPOSED COUNTOUR LINE ��. 50' ACCESS R.O.W. F-------�=---------------- -'`___--- �'. �A, • ', " ';--` ;----------- I I I 4. OUTLINE OF EXISTING HOUSE GROUND FLOOR EXISTING GRAVEL l i7r �� _ (2-STORY,4 BEDROOM HOUSE- NO PROPOSED CHANGE �w ' 1 I "' • TO BEDROOM COUNT) ROAD •p I 1 e e=.-e I r `'�. j- =-L, F_ 'j;;;';;r;r;; I ' 5. OUTLINE OF EXISTING HOUSE SECOND FLOOR ABOVE 1}'St'r I � 6. EXISTING GRAVEL DRIVEWAY o •U i -•' �3) 3'-1 / =y I� y ';% " ; 7. EXISTING UNDEGROUD ELECTRICAL SERVICE � AU 0 1 -r- 8. EXISTING DECK, STEPS & LANDINGS ZONING INFORMATION +�6 r --'' ,,'' ( � \U\' �s/ ?_, �,'�, '�, ,, ', `,� I'',��'llrr I• DRAWING TITLE: •o I ; i[�_, FROM WELL 9 EXISTING WATER SUPPLY F (0 f"------�--------------------r-----`--------''.--'----------------i--------=----'�—,-r� PROPERTY OWNER MINIMUM SETBACKS LOT COVERAGE I :' -"- _ `I"" I`'' L ,i-' ;l _ ____--I`;,I 10. EXISTING SEPTIC SYSTEM ARCHITECTURAL David & Lindsay Levin Building 20%Allowable (0.2 240,114 SQ. FT.)=48,022.8 SQ. FT. L" • •�• • • ="�•�'• �• • • • �'•�' • �'•�• • •I `y' "• 11. EXISTING SANITARY LINE Front: 60 FT -' 1160.33 I --��\ 23) I ""' '. I 12. EXISTING SWIMMING POOL-8'-0" DEEP, W/HEATER, SITE PLAN PROPERTY TAX MAP# Side: 20 FT(45 ft combined) 4,849 SQ. FT. Existing (Main House) FILTER&AUTOMATIC COVER 1000-14-02-1.9 Rear: 75 FT 810 SQ. FT. Existing (Pool House) ` 13} � ��� �� �� _ / 13. LINE OF 150 0 FROM EXISTING WATER WELL STREET ADDRESS BLUFF SETBACK 5,659 SQ. FT./240,114 SQ. FT. =2.3% —_ — — �-✓-�� �y � �?_ 14. EXISTING LANDSCAPE WALL - - _ ..� 29821 MAIN ROAD 100 FT(Coastal Setback) / / \� \ DRAWN BY: RZ 15. EXISTING DRYWELL ORIENT, 14Y 11957 324 SO. FT. Proposed (Main House Addition) (10 '�I 1' \\\ .� 16. EXISTING LEECHING POOL BUILDING HEIGHTIt ; �\\ CHECKED BY: RZ TOWN OF'SOUTHOLD ZONIING DISTRICT Maximum Allowable: 35 FT-2 1/2 Stories New Proposed Total: 5,983 SQ. FT. =2.5% It i I i \\ 17. EXISTING PRIVATE WATER WELL ' L- I I `-� �� 18. EXISTING ELECTRIC METER SCALE: AS INDICATED R-80 ____ - - 19. CONSTRUCTION FENCE MINIMUM SETBACKS _- --------------------------------_____----------- LOT AREA Building -------- --------------------- �7� )� 20. SILT FENCE PRINT DATE: 11/06/2024 5.512 Acres-240,114 SQ. FT.. Front: 60 FT 21. EXISTINGRA F RMER Side: 20 FT(45 ft combined) 22. EXISTING POOL FENCE W/SELF-CLOSING,Rear: 75 FT DRAWING SELF-LATCHING GATE ,' ; ':;.,, NUMBER: 23. PROPOSED HOUSE ADDITION \�'� o / ` d� A002 1 N 24. EXISTING 1 STORY POOL HOUSE lV� OR' � ''�; PROPOSED SITE PLAN SHEET NUMBER: 30F7 LEVIN HOUSE A300 ADDITION 29821 MAIN ROAD ORIENT, NY 11957 IIII=IIII !III- 1'11IIII=I!11=IIII—IIII=IIIIIIII=I!'1=IIIIIIIIIIII=IIII=!II!- IIII--IIII=IIII-=IIII=- IIII -IIII—III!=IIIIIIII==1i11==1 11= '! - - I = _ - - 1== - - --il-- i = I = -- LONG ISLAND SOUND II -- - - - - ---- -- _ _ -- _ _---I I � r HALLWAY �I, -un -IIII-- 1 II- -- - — --�`/ 25_031 O RIENT 101 4) KEY PLAN (NTS)® � PROJECT TEAM SAUNA FF ELEV. SL)+0'-0" ARCHITECT: L BEDROOM1 WC 1 WC2 BEDROOM 2 PROPOSED RODRIGO ZAMORA ARCH ITECT PLLCTTING ROOM 416 OCEAN AVENUE#75-4� I, [07] 6] BROOKLYN, NY 11226 �2\ T. 917-684-4121 00 CONTRACTOR:- U (EGRESS) I D II w ---- 2 STELLAR HOME BUILDERS <( 127 HEWITT BLVD - -JL_ A200 CENTER MORICHES, NY 11934 UTILITY/LAUNDRY --- T. 631-926-1151 -- - ---- - - - ---- -- - 9'-6" A 3-) 16'-10" 18'-4" FLOORPLAN KEYNOTES 1 ISSUE/REVISION DATE FILING SET 03/15/2024 I 1. EXPOS;ED CONCRETE RETAINING WALL A200 S.C.D.O.H.S. SET 08/13/2024 1 2. OPENING AT EXISTING HOUSE WALL; PREVIOUS WALL SHOWN DASHED ENTRY REVISED FILING SET 11/06/2024 3. EXISTItNNG HOUSE, SHOWN IN HALFTONE 4. STEPPIED 6"x 6"WOOD LANDSCAPE TIE I STORAGE RETAINING WALL ANCHORED TO GROUND 1 100 W/STE-EL TIES AREA OF PROPOSED ADDITION I 5. STEEL GARDEN EDGING I I 6. EXISTING GRAVEL DRIVEWAY 1 FF ELEV.,� 7. IN-GROUND STONE PAVER ON SAND BED 8. IN-GROUND WOOD DECK ON SLEEPERS, UP 19 R I E1 (29'-0"ASL)+0'-0" SET IN GRAVEL BED 6" I I 9. NEW WINDOW UNIT, TO MATCH EXISTINGEA. NOTES: I THROUGHOUT HOUSE I I UP 10. EXISTING WINDOW UNIT TO BE REUSED \ @ 613/4"EA. 11. WOOD SIDING AT EXTERIOR OF ADDITION 1 TO MATCH WD-3 FINISH AND SPACING; CRAWLSPACE NOTE: STAINED IN GREY SEMI-TRANSPARENT STAIN. PROVIDE CRAWLSPACE VENTILATION PER R408.1 A300 I I - I I (1 ) --- DN4R @ 6" DECK I I I \\ // I ---- ----- -- 8 ) EA. FF ELEV. I I N 1/4":12" 2) I I I�--------� 04 I I I N I I I I I 1 j CARPORT I I A200 I FF ELEV. I j l I I N 2 A300 {6} / I i ( DRAWING TITLE: PROPOSED ADDITION I ---�3 FLOOR PLAN & ROOF PLAN I ROOF PLAN KEYNOTES I l i i i I I i j I I I l 4` ) 1. EPDM SYNTHETIC RUBBER ROOFING MEMBRANE DRAWN BY: RZ I W/30 YEAR WARRANTY, TYP. BUILT UP TO SLOPE i -----------------� AS INDICATED CHECKED BY: RZ ! I 1 1 1 2. ZINC-COATED COPPER SCUPPER&3" LEADER �-_________ ____ __________.-_- I 1 CONCEALED BEHIND RAIN SCREEN SCALE: AS INDICATED I I I 1 3. PARAPET W/ZINC-COATED COPPER COPING I PRINT DATE: 11/06/2024 I I I I A200 4. EXIST. HOUSE SHOWN IN HALFTONE PROPOSED ADDITION ROOF PLAN DRAWING I I 1/4"=1'0" REp,��c �� NUMBER: _ ------------- --____------J ' o �?,�,�0�.��': A-1 0 I —J L—J r-----------------� L--------------------------------------------J ga PROPOSED ADDITION FLOOR PLAN - EXIST. DWELLING FIRST FLOOR 9T 03931� p - 1 �OF NE\14 SHEET NUMBER: 1/4"=1'0" 4 OF 7 LEVIN HOUSE ADDITION 29821 MAIN ROAD ORIENT, NY 11957 #29821 LONG ISLAND SOUND 21 X, 25 ORIENT 2 —————---———— A300 KEY PLAN (NTS)(1) PROJECT TEAM ARCHITECT: RODRIGO ZAMORA ARCHITECT PLLC 416 OCEAN AVENUE#75 BROOKLYN, NY 11226 UPPER LEVEL F F E T. 917-684-4121 +101-01, ASL)(39'-0 CONTRACTOR: STELLAR HOME BUILDERS 127 HEWITT BLVD CENTER MORICHES, NY 11934 T. 631-926-1151 [�2 V/ 02) rD LOWER LEVEL F.F.E. +0'-0"(29'-0"ASL) 4z I L � I i i i .I i N i I' � i � � I � ; 1 I � �'� CAR PORT LEVEL LLLI L 11_1� T! (27' ASL)-2'-0 -0 ISSUE REVISION DATE FILING SET 03/15/2024 S.C.D.O.H.S.SET 0811312024 REVISED FILING SET 11/0612024 2 PROPOSED ADDITION - !SOUTH ELEVATION 1/4"=l'o" NOTES: ELEVATION KEYNOTES 1. EXIST. HOUSE SHOWN IN HALFTONE. 2. NEW WOOD SIDING TO MATCH EXIST. C) A300 UPPER LEVEL F.F.E. ------ +10'-0" (39'-0"ASL) DRAWING TITLE: PROPOSED ADDITION ---------------- - --------------- EXTERIOR ELEVATIONS ------------- C) 01 DRAWN BY: RZ CHECKED BY: RZ LOWER LEVEL F.F.E. SCALE: AS INDICATED F77� +0'-0" (29'-0"ASL)A-V PRINT DATE: 11/06/2024 CAR PORT LEVEL -2'-0" (27'-0"ASL) DRAWING NUMBER: XGO 0 A-200 039 PROPOSED ADDITION NORTH ELEVATION OF N F%ll SHEET NUMBER: 1/4"=1 to,, 5OF7 GENERAL FOUNDATION / FOOTING NOTES GENERAL RETAINING WALL NOTES LEVIN HOUSE 1. BOTTOM OF A,,LL FOOTINGS SHALL BE ELEVATION -7'-0" 1. PRESERVE EXISTING REBAR WHEN DEMOLISHING ADDITION UNLESS OTHERWISE ON PLANS. EXISTING RETAINING WALL FOR NEW NORTH RETAINING WALL EXTENSION. NORTH ADDITION RETAINING WALL TO 2. PROJECT ELEVATION 0'-0" IS 29'-0" ASL. MEET NY STATE RESIDENTIAL CODE (IRC) MIN. REQS 29821 MAIN ROAD AND TO BE 12" THICK MIN. CONCRETE WALL ORIENT, NY 11957 3. ALL FOOTINGS SHALL BEAR ON UNDISTURBED VIRGIN REINFORCED WITH #5@16" O.C. --- SOIL OR COMIPACTED STRUCTURAL FILL WITH A MIN. ALLOWABLE BEARING CAPACITY OF 3 TONS PER 2. IF EXISTING REBAR AND FOOTING DIMENSIONS OF -- ----- - -- SQUARE FOOT. IF SUITABLE BEARING SOILS ARE NOT EXISTING NORTH RETAINING WALL SIGNIFICANTLY FOUND AT BO>TTOM OF FOOTING ELEVATIONS SHOWN DIFFER FROM THE REQUIREMENTS FOR THE ------ i29821 LONG ISLAND SOUND HERE, CONTRACTOR IS TO EXCAVATE TO SUITABLE CONTINUATION OF THE NORTH RETAINING WALL, PAUSE BEARING AND) EITHER EXTEND FOOTING DOWN OR CONSTRUCTION AND NOTIFY ARCHITECT. ------- -"- PROVIDE COMPACTED STRUCTURAL FILL PER REQUIREMENITS OF GEOTECHNICAL REPORT. 3. NEW PERMITER FOUNDATION WALLS AT CRAWL SPACE -- --- --- 25 TO MEET NY STATE BUILDING CODE (IBC) MIN. REQS. 4. SEE ARCHITEi,CTURAL DRAWINGS FOR ALL DIMENSIONS AND TO BE REINFORCED 12" THICK MIN. CONCRETE V �P AND LAYOUT INOT SHOWN HERE. WALLS. REINFORCE WITH #4@24" O.C. VERTICAL AND 25 HORIZONTAL, INSIDE FACE. ORIENT 5. ALL NEW FOO)TINGS TO BE 2'-0" WIDE X V-0" THICK CONTINOUS REINFORCED CONCRETE FOOTINGS, 4. AT CONNECTIONS BETWEEN NEW AND OLD CONCRETE TYPICAL. REIP14FORCE WITH #4@12" O.C. SHORT WAY AND WALLS, DOWEL IN HORIZONTAL BARS TO EXIST. (3) #4 LONG "VAY. CONCRETE WALL WITH A MIN. 6" EMBED. PROVIDE 24" KEY PLAN (NTS)(1) LAP WITH HORIZONTAL BARS AT NEW NORTH RETAINING - I 6. SEE TYP. DETAILS ON SHEET S-100 FOR TYP. FOOTING WALL ADDITION. DETAILS. __ _- _- PROJECT TEAM GENERAL FRAMING, NAILING & STRAPPING NOTES ARCHITECT: RODRIGO ZAMORA ARCHITECT PLLC 1. SIMPSON H1 TIE AT EACH ROOF JOIST / RAFTER. - ---- ------- EXISTING HOUSE UPPER LEVEL 416 OCEAN AVENUE#75BROOKLYN, NY 11226 BEYOND T. 917-684-4121 2. NEW PERIMETER STRUCTURAL FRAMED WALLS TO BE 2X6 MIN. STUD SIZE, WITH 1/2" NOMINAL (15/32" ACTUAL) PLYWOOD (2) SIDES AND 8D @ 4"/12" PLYWOOD NAILING -- -------- CONTRACTOR: EDGE/INT. STELLAR HOME BUILDERS EXISTING DECK RAILING 127 HEWITT BLVD 3. ANCHORE SOLE PLATE WITH 1/2" DIA. A307 ANCHOR BEYOND CENTER MORICHES, NY 11934 BOLTS AT 24" O.C. - - T. 631-926-1151 4. (1X) HDU5-SDS2.5 SIMPSON HOLDOWN AT NEW --- ----- BUILDING FRAMED CORNERS WITH 5/8" DIA. 24" LONG -- -- --- - - ANCHOR RODS. - EXISTING HOUSE UPPER LEVEL 5. ALL ROOF RAFTERS TO BE 2X12 DOUG FIR #2 OR BEYOND SHOWN IN HALFTONE BETTER SPANNING EAST WEST. EPDM ROOFING, SLOPE TO DRAIIN ' --- -- - _- EXISTING WOOD DECK ON EPDM ROOFING 6. SEE DETAILS ON SHEET S-100 FOR TYP. FRAMING SLEEPERS BEYOND CONNECTION TO CONCRETE WALLS. 3" RIGID INSULATION W/ 1/2" - ---- - - 3" RIGID INSULATION W/ 1/2" POLYISO COVERBOARD ----- -- ------ -- -------- - ISSUE/REVISION DATE POLYISO COVERBOARD - -- - --- - - - __ j FILING SET 03/15/2024 METAL COPING METAL COPING _ ___._-.___ S.C.D.O.H.S. SET 08/13/2024 ---- -- UPPER LEVELF.F.E. Arr - - - - - - - -- - - - - -- -- -- - -- -- -- - -- - - - -- REVISED FILING SET 11/06/2024 �.. +10'-0" (39'-0" ASL) f� HORIZ WD SIDING OVER ++{ - F > II, VERT FURRING STRIPS TO r r tf;. t MATCH EXISTING y I' • It tl •I -x_ ', ,; ! ICI ! ' r• II i i .{. ," > < I� WRB I V I >, , SLOPE FINISH GRADE AWAY I i I I FROM WALL y \ WRB /P I NOTES: METAL FLASHING E _r' BLOWN-IN DENSE-PACK HORIZ WD SIDING OVER VERT 2x12 CEILING RAFTERS - DOUG FIR b -- - CELLULOSE INSULATION FURRING STRIPS TO MATCH INSECT SCREEN #2 LUMBER OR BETTER-SPAN BETWEEN 2X12 ROOF RAFTERS PARALLEL TO RETAINING WALL i EXISTING CEMENT BOARD SOFFIT VAPOR-PERMEABLE AIR METAL FLASHING OVER 2 RIGID INSULATION { --- _- ! PTD. GWB CEILING, BARRIER INSECT SCREEN -- + DROP PER RCP. PTD GWB DROP CEILING = - DROP PER RCP CEMENT BOARD SOFFIT VAPOR PERMEABLE . ° _ + Vr < - ;! OVER 2" RIGID INSULATION J � AIR BARRIER LL BLOWN-IN DENSE-PACKLL = = o uj w CELLULOSE INSULATION > w z NEW WINDOW TO MATCH EXIST. 1 -- O a J w PTD GWB ° -- CL f-- = 5" RIGID INSULATION60 ALUM. SILL d U) ~ Z CONC. FOUNDATION WALL 'i a U- o -�- 'I -- DAMPPROOFING W/ HORIZ WD SIDING OVER VERT ASPHALT-IMPREGNATED I PROTECTION BOARD I <1v Ii= -- CRAWLSPACE NOTE: FURRING STRIPS TO MATCH t t ___ - PROVIDE CRAWLSPACE \ EXISTING i- .-; _ - _= VENTILATION PER R408.1 ALUM SILL , 1 _>. ` , RIGID INSUL � BLOWN-IN DENSE-PACK RIVEROCK CELLULOSE INSULATION - 'y TL EDGING _ WD FLOOR- + ; MTL EDGING SLOPE FINISH GRADE ! WD FLOOR „i SLOPE FINISH GRADE AWAY ! - - - - - - - - - - FROM WALL -- - - - -- -- -- - �. - - - - � � - _-� - ;_ LOWER LEVEL F.F.E. AWAY FROM WALL �' _ -1 - -- - - - - - - - - - - - - - -- -- - - - - - -  = - - - -- - - - - - -- - - - DRAWING TITLE. < _ _ +0'-0" (29'-0" ASL) >, - c c c o o 0l o -- --- - - WALL SECTION DETAILS -I I I—IIII Ili—IIII I - I I i I I NEW FOUNDATION WALLS AT CRAWL SPACE TO - D - -�- MEET NY STATE BUILDING CODE(IBC) MIN. REQS. - - AND TO BE REINFORCED 12"THICK MIN. CONCRETE = j = - I = i- I,I - - -- I>- � ^ BLOWN-IN DENSE-PACK WALLS. REINFORCE WITH#4@24" O.C. VERTICAL I=!III=IIII=IIII=IIII=IIII I11--!III_IIII-=IIII- _III!-illi-lil CELLULOSE INSULATION < fill-I !'—IIII—IIII—IIII=IIII—IIII AND HORIZONTAL, INSIDE FACE. CAPILLARY BREAK 2' POLYISO INSULATION I' - - -- FILTER FABRIC DRAWN BY: RZ FILTER FABRIC 1>-= _ 2" POLYISO INSULATION ' 2" RAT SLAB OVER CLASS 1 CY - CHECKED BY: RZ - ._ SLOPE TOP OF FOOTING WITH MORTAR = 1= _ = VAPOR BARRIER < - ° �'oc o 09 1- SLOPE TOP OF FOOTING WITH MORTAR <<, - = 3/4" MIN. RIVERROCK = _=_= I = I = _ n - v 3/4" MIN. RIVERROCK SCALE: AS INDICATED q Q ° . `? �' = =_ =_= _ = a o tl - , A ° t= I= PRINT DATE: 11/06/2024 -_-_- 4 CONT. PERFORATED DRAIN PIPE TO _ _ - = = - a < �� > _ G N a 4" CONT. PERFORATED DRAIN PIPE TO DRYWELL DRYWELL a PE , � DRAWING CONCRETE FOOTING ALL NEW FOOTINGS - - - - - - - - - - - - - - - - - - - - - - - - - CONCRETE FOOTING; ALL NEW FOOTINGS ,_ . I . ill: ulI-IIIIuII- -IIII-IIIIIIII-n!!-!III-In!=IIII-nn-IIII-!ul-uu-III!- I ' „ _ _ _ _ _ _ _ _ _ ,. o > NUMBER: -- - TO BE 2-0 WIDE X 1 -0 THICK CONTINOUS _IIII__IIII_ IIII-IIII I� -II II-IIIIIIII-IIII-IIII-IIII_IIII-IIII-I II-I III II_ _ -I Ill III II -I II_ TO BE 2-0 WIDE X 1 -0 THICK CONTINOUS � A 3 0 0 REINFORCED CONCRETE FOOTINGS, REINFORCED CONCRETE FOOTINGS, ,�.,- � e TYPICAL. REINFORCE WITH#4@12"O.C. TYPICAL. REINFORCE WITH#4@12" O.C. `-�` �az� SHORT WAY AND (3)#4 LONG WAY. SHORT WAY AND (3)#4 LONG WAY. . ` ;`?, WALL SECTION - EAST WEST - ADDITION WALL SECTION - NORTH SOUTH - ADDITION 2 3/4 _ � 1 0 3/4"=110" y 0 1 C,,� �Ofi ���� � SHEET NUMBER: 60177 FOUNDATIONS LEVIN HOUSE 1. BUILDING FOUNDATIONS SHALL BEAR ON UNDISTURBED SOIL HAVING MINIMUM BEARING CAPACITY OF 6000 PSF. AS SPECIFIED BY THE GEOTECHNICAL EVALUATION (PREPARED BY J.R. HOLZMACHER, DATED MARCH 3, 2016). ADEQUACY OF BEARING STRATUM SHALL ADDITION BE VERIFIED IN FIELD PRIOR TO PLACING CONCRETE. ALL NECESSARY ADJUSTMENTS TO THE BOTTOM OF FOOTINGS TO BE REVIEWED AND APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. CONTRACTOR'S OPTION TO PROVIDE COMPACTED STRUCTURAL FILL FROM TOP OF ADEQUATE SOIL TO BOTTOM OF FOOTING IN LIEU OF EXTENDING FOOTING DOWN. 2. DO NOT PLACE BACKFILL AGAINST BASEMENT WALLS UNTIL ALL FLOORS BRACING THESE WALLS ARE IN PLACE AND HAVE ATTAINED 29821 MAIN ROAD THEIR 28 DAY STRENJGTH. ORIENT, NY 11957 3. ALL EXTERIOR FOOTINGS SHALL BE PLACED A MINIMUM OF 4'-0" BELOW FINAL GRADE. SIMPSON L? ANGLE; TYPICAL BETWEEN 4. CONCRETE SHALL BE: POURED IN DRY EXCAVATIONS. CONTRACTOR SHALL NOTE SOIL AND WATER CONDITIONS AS SHOWN BY LEDGER AND BLOCKING 13ORINGS AND DEPTH'S OF FOOTING AS SHOWN ON FOUNDATION PLANS. PROVIDE WEB STIFFENERS AT TJI LOCATIONS FACE-MOUNTED JOIST HANGERS #2981, LONG ISLAND SOUND CONCRETE TOP OF INTERIOR FRAMING BY SIMPSON OR APPROVED EL. SEE PLAN L-. - . - . - . - - T.O. FINISH FLOOR EQUAL 1. ALL CONCRETE WORK SHALL CONFORM TO THE FOLLOWING GOVERNING STANDARDS. , =EL� EE PLAN T.O. INTERIOR FRAMING A. AMERICAN CONCRETE INSTITUTE (ACI) "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" j ISTS EL. SEE PLAN �- . - . - - - - T.O. FINISH FLOOR 5 (ACI 318)„ LATEST EDITION PER GOVERNING BUILDING CODE. j/ EL. SEE PLAN % EL. SEE PLAN B. ACI "MANUAL OF CONCRETE PRACTICE" LATEST EDITION �// _ _ _ _ _ j/ ° T.O. JOISTS C. CONCRETE REINFORCING STEEL INSTITUTE (CRSI) "MANUAL OF STANDARD PRACTICE" LATEST EDITION // P j/ EL. SEE PLAN TJI/LVL FLOOR JOISTS 25 2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS, SEE PLAN FOR REINFORCING SEE PLAN FOR REINFORCING / ORIENT UNLESS OTHERWISE NOTED. SIZE AND SPACING �/ FACE-MOUNTED JOIST HANGERS BY SIZE AND SPACING y/ o SIMPSON OR APPROVED EQUAL / �. TJI\LVL FLOOR JOISTS (/ 3. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60 OR A775 EPDXY COATED WHEN CALLED FULL DEPTH BLOCKING TO OUT ON PLAN. REINFORCING STEEL SHALL BE DETAILED ACCORDING TO THE ACI "DETAILS AND DETAILING OF REINFORCEMENT", MATCH DEPTH OF JOISTS �/ I WEB BLOCKING AT TJI JOISTS. KEY PLAN (NTS)® (ACI 315), LATEST EDITION. CONTINUOUS 3Y"x JOIST DEPTH PSL LEDGER 4. WELDED WIRE REINFORCEMENT SHALL CONFORM TO ASTM A1064, WITH A MINIMUM YIELD STRENGTH OF 65,000 PSI. W/ 3/" DIAMETER HILTI HIT HY150 MAX. I CONTINUOUS 3Y2"x JOIST DEPTH PSL LEDGER EPDXY ADHESIVE WITH 5" EMBEDMENT AT W/ Y4" DIAMETER HILTI HIT HY150 MAX. PROJECT TEAM 5. REINFORCING STEEL TO BE WELDED TO CONFORM TO ASTM A706 GRADE 60. 16" O.C. STAGGERED. PROVIDE A MINIMUM EPDXY ADHESIVE WITH 5" EMBEDMENT AT 6. COORDINATE SIZE AND LOCATION OF ALL OPENINGS AND PIPE SLEEVES WITH ALL OTHER DISCIPLINES. MINIMUM CONCRETE OF (3) THREADED RODS PER LENGTH OF 16" O.C. STAGGERED. PROVIDE A MINIMUM ARCHITECT: BETWEEN SLEEVES `.SHALL BE 6". LEDGER OF (3) THREADED RODS PER LENGTH OF RODRIGO ZAMORA ARCHITECT PLLC NOTES: LEDGER 416 OCEAN AVENUE#75 7. ALL GROUT SHALL [BE NONSHRINK WITH A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI. NOTES: 1. ALL LIGHT-GAUGE CONNECTORS IN CONTACT WITH PRESSURE-TREATED BROOKLYN, NY 11226 MEMBERS SHALL BE HOT-DIPPED GALVANIZED. SEE GENERAL NOTES. 1. ALL LIGHT-GAUGE CONNECTORS IN CONTACT WITH PRESSURE-TREATED T. 917-684-4121 8. PROVIDE CLEARANCE FROM FACE OF CONCRETE TO REINFORCEMENT AS FOLLOWS:SLABS: 3�4„ MEMBERS SHALL BE HOT-DIPPED GALVANIZED. SEE GENERAL NOTES. BEAMS, COLUIMNS: 1Y2" CONTRACTOR: FOOTINGS: 3" FOUNDATION WALL SECTION @ FOUNDATION WALL SECTION @ STELLAR HOME BUILDERS EXTERIOR WALLS: 2" CENTER 2 FOR #6 OR LARGER, tY FOR #5 OF SMALLER JOISTS PARALLEL TO, LEDGER BEAM JOISTS PERPENDICULAR TO LEDGER BEAM 127HERMOICH INTERIOR WWALLS: RICH ES, NY 11934 T. 631-926-1151 9. SHOP DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL. NO CONCRETE WORK SHALL COMMENCE WITHOUT APPROVED SHOP DRAWINGS. 10. CLEAN AND ROUGHEN TO Y4" AMPLITUDE ALL EXISTING CONCRETE SURFACES TO RECEIVE NEW CONCRETE PRIOR TO PLACEMENT. 11. SEE OTHER DRAWINGS IN THIS PROJECT FOR SIZE AND LOCATIONS OF EQUIPMENT PADS, INSERT AND EMBED ITEMS. 12. REINFORCING DOWELS, WATERSTOPS AND OTHER EMBED ITEMS SHALL BE INSTALLED AND SECURED PRIOR TO CONCRETE PLACEMENT. "WET-SETTING" OF EMBEDDED ITEMS IS NOT PERMITTED. FRAMING LUMBER SIMPSON SSP TIE AT ISSUE/REVISION DATE 1. ALL FRAMING LUMBER WORK SHALL CONFORM TO THE FOLLOWING GOVERNING STANDARDS: INTERIOR STUD WALL EACH STUD, SEE NOTE 3 INTERIOR STUD WALL A. AMERIICAN INSTITUTE OF TIMBER CONSTRUCTION, "TIMBER CONSTRUCTION MANUAL" LATEST EDITION. NON-STRUCTURAL SEE FILING SET 03/15/2024 „ I (NON-STRUCTURAL). (NON-STRUCTURAL). SEE B. NATIONAL FOREST PRODUCTS ASSOCIATION 'NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION, LATEST ARCH'L DWGS SEE S-206 FOR ANCHOR BOLTS AT I ARCH'L DWGS S.C.D.O.H.S. SET 08/13/2024 EDITION. SHEAR WALLS. AT PERIMETER BEARING i BEARING WALL ON (2)-2x BEARING WALL ON (2)-2x WALLS, PROVIDE Y2" DIAMETER A307 CONTINUOUS PRESSURE REVISED FILING SET 11/06/2024 2. FRAMING LUMBER SHALL HAVE EACH PIECE GRADE STAMPED, SHALL BE SURFACED DRY (EXCEPT STUDS, WHICH SHALL BE KILN SIMPSON SSP TIE AT CONTINUOUS PRESSURE ANCHOR BOLTS AT 4'-0" O.C. TREATED SILL PLATES DRIED) AND SHALL CONFORM TO THE FOLLOWING SPECIES AND GRADE: EACH STUD, SEE NOTE 3 i TREATED SILL PLATES SIMPSON L ANGLE; TYPICAL RAFTERS AND JOISTS: DOUGLAS FIR-LARCH #2 OR HEM FIR #2 BETWEEN BLOCKING AND RIM BOARD # # CONTINUOUS WATERSTOP, I �- CONTINUOUS 1Y4" LSL BEAMS, GIRDERS AND HEADERS: DOUGLAS FIR-LARCH 1 OR HEM FIR 1 CONTINUOUS 1Y4" LSL STUDS AND PLATES: DOUGLAS FIR-LARCH STUD GRADE OR HEM FIR STUD GRADE TYPICAL RIM BOARD RIM BOARD I ( TJI/LVL FLOOR JOISTS T.O. FINISH FLOOR CONTINUOUS WATERSTOP, i T.O. FINISH FLOOR 3. TIMBER LUMBER SHALL CONFORM TO THE FOLLOWING SPECIE AND GRADE: T.O. FOUNDATION STEM = EL. SEE PLAN TYPICAL EL. SEE PLAN POST AND TIMBER: DOUGLAS FIR-LARCH #1 OR HEM FIR #1 EL. SEE PLAN • - 13EAMS AND STRINGERS: DOUGLAS FIR-LARCH #1 OR HEM FIR #1 T.O. JOISTS T.O. FOUNDATION STEM ` _ T.O. JOISTS NOTES: EL. SEE PLAN EL. SEE PLAN EL. SEE PLAN 4. PRESERVATIVE-TREATIED WOOD: PROVIDE TREATED LUMBER COMPLYING WITH ACQ-D (CARBONATE). COPPER AZOLE (CA-B), OR `.SODIUM BORATE (SB;X (DOT) WITH NcS10/2) AT ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY, OR AS OTHERWISE T.O. INTERIOR SHELF \\\�\\� . - T.O. INTERIOR SHELF T.O. INTERIOR SHELF INDICATED ON ARCH17ECTURAL OR STRUCTURAL DRAWINGS. ACZA TREATMENT IS NOT PERMITTED. TREATED LUMBER AND/OR PLYWOOD EL. SEE PLAN. 4. EL. SEE PLAN T.O. INTERIOR SHELF .i EL. SEE PLAN `.SHALL BEAR THE LABEL OF AN ACCREDITED AGENCY SHOWING 0.40 PCF RETENTION. WHERE LUMBER AND/OR PLYWOOD IS CUT OR TJI/LVL FLOOR JOISTS EL. SEE PLAN DRILLED AFTER TREATMENT, THE TREATED SURFACE SHALL BE FIELD-TREATED WITH COPPER NAPTHENATE (THE CONCENTRATION OF FACE MOUNTED JOIST HANGERS WHICH SHALL CONTAIIN A MINIMUM OF 2% COPPER METAL) BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD WEB BLOCKING AT TJI JOISTS i BY SIMPSON OR APPROVED EQUAL ABSORBS NO MORE PRESERVATIVE. REFER TO NOTES 2 AND 3 FOR SPECIES AND GRADE OF WOOD UNLESS OTHERWISE NOTED ON SEE PLAN FOR REINFORCING SEE PLAN FOR REINFORCING WITH WEB STIFFENERS PLAN. SIZE AND SPACING (2)-2x CONTINUOUS SILL SIZE AND SPACING @ TJI'S - TYPICAL i PLATE-PRESSURE TREATED 5. ALL WOOD FRAMING INCLUDING DETAILS FOR BRIDGING, BLOCKING, FIRE STOPPING, ETC., SHALL CONFORM TO THE LATEST EDITION FULL DEPTH BLOCKING TO SEE SHEAR WALL SCHEDULE FOR ANCHOR OF THE "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" AND ITS SUPPLEMENTS AND SHALL BE INSTALLED IN I I MATCH DEPTH OF JOISTS ACCORDANCE WITH THE NFPA "MANUAL FOR HOUSE FRAMING" OR THE GOVERNING LOCAL/STATE BUILDING CODE. BOLTS AT SHEAR WALLS. AT PERIMETER BEARING WALLS, PROVIDE Yz" DIAMETER (2)-2x CONTINUOUS SILL 6. FASTENING SHALL BE IN ACCORDANCE WITH THE MOST RESTRICTIVE OF: THE GOVERNING LOCAL/STATE BUILDING CODE, (LATEST NOTES: A307 ANCHOR BOLTS AT 4'-0" O.C.; NOTES: PLATE-PRESSURE TREATED EDITION), OR THE MANUFACTURER'S RECOMMENDED FASTENING SCHEDULES. LOCATE WITHIN 12" OF CORNERS; 7" SEE SHEAR WALL SCHEDULE FOR 1. ALL LIGHT-GAUGE CONNECTORS IN CONTACT WITH PRESSURE-TTREATED MINIMUM EMBEDMENT 1• ALL LIGHT-GAUGE CONNECTORS IN CONTACT WITH PRESSURE-TREATED ANCHOR BOLTS AT SHEAR WALLS. MEMBERS SHALL BE HOT-DIPPED GALVANIZED. SEE GENERAL NOTES. MINIMUM SHALL BE HOT-DIPPED GALVANIZED. SEE GENERAL NOTES. WALLS, R BEARING TE WAL 7. ALL FLUSH FRAMED CONNECTIONS SHALL BE MADE WITH APPROVED GALVANIZED STEEL JOIST OR BEAM HANGERS, MINIMUM 18 PROVIDE AT PERIMETER DIAMETER WAL GAUGE, INSTALLED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. 2. SIMPSON SSP TIE TO BE INSTALLED INTO WALL STUD AND SILL PLATE 2. SIMPSON SSP TIE TO BE INSTALLED INTO WALL STUD AND SILL PLATE PRIOR SHEATHING INSTALLATION. INSTALL AS PER MANUFACTURER'S PRIOR SHEATHING INSTALLATION. INSTALL AS PER MANUFACTURER'S ANCHOR BOLTS AT 4'-0" O.C.; 8. WHERE FRAMING LUMBER IS FLUSH FRAMED TO MICROLLAM, STEEL OR FLITCH-PLATE GIRDER, SET THESE GIRDERS 1/2" CLEAR RECOMMENDATIONS. RECOMMENDATIONS. LOCATE WITHIN 12" OF CORNERS; (MIN.) BELOW TOP OF FRAMING LUMBER, TO ALLOW FOR SHRINKAGE. 7" MINIMUM EMBEDMENT 9. `.STUD BEARING WALLS ARE TO BE 2 x 4 ® 16"o/c. AT THE INTERIOR AND 2 x 6 © 16"o/c. AT THE EXTERIOR, UNLESS NOTED FOUNDATION WALL SECTION @ JOISTS FOUNDATION WALL SECTION @ JOISTS OTHERWISE ON PLANI. BEARING ON FOUNDATION WALL WITH INTERIOR PARALLEL TO FOUNDATION WALL WITH IiNTERIOR 10, ALL RAFTERS AND JOISTS SHALL ALIGN DIRECTLY WITH STUDS BELOW, WHERE REQUIRED INSTALL ADDITIONAL STUDS. LEDGE AND STEM LEDGE AND STEM 11. LAP ALL PLATES AT CORNERS AND AT INTERSECTION OF PARTITIONS. 12. STAGGER ALL TOP AIND BOTTOM PLATE SPLICES A MINIMUM OF 32 INCHES. 13. USE DOUBLE STUDS ® ENDS OF�WALL AND ENDS OF WALL OPENINGS. 14. AT THE ENDS OF ALL BEAMS, HEADERS AND GIRDERS PROVIDE A BUILT UP OR SOLID POST WHOSE WIDTH IS AT LEAST EQUAL TO 'THE WIDTH OF THE (MEMBER IT IS SUPPORTING AND WHOSE DEPTH IS 4" (NOM.) AT INTERIOR WALLS AND 6" (NOM.) AT EXTERIOR WALLS UNLESS OTHERWISE NOTED. DRAWING TITLE: d 15. USE DOUBLE TRIMMERS AND HEADERS AT ALL FLOOR OPENINGS WHERE BEAMS ARE NOT DESIGNATED. d' WATERSTOP STANDARD STRUCTURAL 16. PROVIDE CROSS BRIDGING AT A MAXIMUM OF 8' o/c. 4 DETAILS e 17. BUILT UP BEAMS LESS THAN 8" DEEP SHALL BE SPIKED TOGETHER WITH 2 - 16D NAILS @16"o/c. BUILT UP BEAMS GREATER CONCRETE SUAB 2" COVER MIN. (OR AS REQ'D 'THAN 8" DEEP SHALLL BE SPIKED TOGETHER WITH 3 - 16D NAILS ®16"o/c. 6x6" W2.0 x W2.0 W.W.F. BY WATERSTOP MANUF.) NOTES: • • ° .0 1. SLAB ON GRADE SHALL BE PLACED IN ALTERNATING STRIPS 18. INHERE THERE IS NO PLYWOOD WALL SHEATHING, PROVIDE DIAGONALS AT ALL EXTERIOR CORNERS OF STUD WALLS AT EACH FLOOR. d (1" x 4" BRACES LET INTO STUDS AND NAILED AT EACH STUD CROSSING WITH 2 - 10D NAILS.) x xir- �-x x o WHERE EACH SINGLE STRIP DOES NOT EXCEED 36 TIMES DRAWN BY: RZ d a A. - o x X�. SLAB THICKNESS WIDTH IN INCHES. CHECKED BY: RZ 19. ALL SILL PLATES SHALL BE PRESSURE TREATED AND ANCHORED TO FOUNDATION WALLS WITH Y" DIA. HEADED ANCHOR BOLTS (ASTM WATERSTOP ° :d D ° 2. SAWED CONTRACTION JOINTS SHALL BE LOCATED AT A F1554) © 4'-0" O.C. AND WITHIN 12" OF ALL SILL PLATES SPLICES. (MIN, 7" EMBED.) MAXIMUM SPACING IN INCHES OF 36 TIMES THE SLAB SCALE: AS INDICATED • • THICKNESS. JOINTS SHALL BE SAWED NO LATER THAN 24 PRINT DATE: 11/06/2024 HOURS AFTER CONCRETE IS PLACED. VAPOR BARRIER 3. GRAVEL OR CRUSHED STONE BASE SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE DRAWING 10 MIL POLYETHYLENE • \\//�\//�' 6" GRAVEL OR CONTENT. err NUMBER: VAPOR BARRIER (NOT REQUIRED AT /� G0 Z ° . CRUSHED STONE 0 �� + t UNDISTURBED EXTERIOR SLAB ON GRADE) a °' 4. AT UNREINFORCED RAT SLAB, REINFORCEMENT SHOWN HERE Off " �;� ' S-1 OO SOIL OR FILL UNDISTURBED SOIL IS NOT REQUIRED. ` � ' OR FILL ? � �-IA 6 GRAVEL OR CRUSHED STONE SLAB ON GRADE SLAB-ON-GRADE & WALL INTERFACE N� p3,39 3ti�` Q F�F N SHEET NUMBER: TYPICAL DETAILS SLAB ON GRADE 7OF7