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HomeMy WebLinkAbout45273-Z �o�0S1�FF01 Town of Southold 2/8/2023 yti P.O.Box 1179 0 53095 Main Rd 58P'hSouthold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43 827 Date: 2/8/2023 THIS CERTIFIES that the building ACCESSORY Location of Property: 30635 Route 25, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.-2-22 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/21/2020 pursuant to which Building Permit No. 45273 dated 10/2/2020 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 storage building with wine cellar as applied for. The certificate is issued to Sachs,Richard of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45273 8/4/2022 PLUMBERS CERTIFICATION DATED A0hored i ature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45273 Date: 10/2/2020 Permission is hereby granted to: Sachs, Richard 2435 Laurel Way Mattituck, NY 11952 To: demolish an existing accessory building and construct a new accessory storage building as applied for. At premises located at: 30635 Route 25, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.-2-22 Pursuant to application dated 9/21/2020 and approved by the Building Inspector. To expire on 4/3/2022. Fees: DEMOLITION $423.10 ACCESSORY $530.80 CO -ACCESSORY BUILDING $50.00 4 Total: $1,003.90 B ildi nspector pF SO!/j,�Ql 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.deviin(a-town.southold.ny.us Southold,NY 11971-0959 'QIyCOU '� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Richard Sachs Address: 30635 Route 25 city:Cutchogue st: NY zip: 11935 Building Permit* 45273 Section: 102 Block: 2 Lot: 22 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Wildwood Electric License No: 4836ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage/Storage X INVENTORY Service 1 ph X Heat Duplec Recpt 23 Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 7 Smoke Detectors 2 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures CO Detectors 2 Sub Panel A/C Blower 1 Range Recpt Ceiling Fan 33 Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency FixtureTime Clocks Disconnect Switches 4 4'LED 2g Exit Fixtures Pump Other Equipment: Condensor for Wine Room, 2- Dehumidifiers, Humidifier, 3Phase Converter for Garage Door, 200A Panel 42 Circuit/25 Used Notes: Storage Building Inspector Signature: . Date: August 4, 2022 S.Devlin-Cert Electrical Compliance Form a - OE SOUlyolo * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ J ANSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY j ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O R ARKS: I vw4c r ` Y y I'Dyo- 40 ' .O DATE INSPECTOR qlaf SO(/lH how o� # # TOWN-OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT ON [ ] OUNDATION 1ST [ ` ] OUGH PLBG. o [ FOUNDATION 2ND° [ INSULATION/C ULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [' ]4 FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH)' [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMAR S: �^ DATE INSPECTOR 14 pf SOU 7-0� -3c;>& �s = {:..,•-_ # # TOWN OF SOUTHOLD BUILDING DEPT:`' ` - couto,��'a� 631-765.1802 INSPECTION 1 r+ [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL- [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: s Rn, ol DATE J& INSPECTOR �'' J ���,/� �o�00F SOUIyOIo TOWN OF SOUTHOLD BUILDING DEPT. 631-765.1802 INSPECTION [ ] FOUNDATION 1ST [/RGH PL13G. FOUNDATION 2ND [ LATION/CAULKING FRAMING /STRAPPING [ L [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: C�g va&-A0000QJ* L)w DATE INSPECTOR SO//1,�°� TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] UNDATION 2ND [ INL U TIO CAULKING l [ 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: 4�df -rv"M�7- oo A & -1, 2! q o 1)ikA DATE INSPECTOR NEW YORK a (BUILDING �� T EC H N O L O G Y G ROUP Affidavit Of 2020 ECCC Compliance Date: 8/12/2022 Inspection Address: 30365 Main Road-ACCESSORY BUILDING This is to Certify that on 8/11/2022 the above address has been tested in accordance with the provisions of the 2020 ECCC of New York State Building Standards and Codes: 402.4.1.2 Building Envelope Tightness: (Blower Door) Building infiltration rate has been tested in accordance with RESNET/ICC 380 and meets the minimum standard of: 3ACH50 Conditioned Floor Area: 1202 Blower Door Test Result: Conditioned Volume: 30967 Leakage in ACH50: E 402.4.1.2 2020 ECCC Compliance: I PASS 403.2.2 Duct Sealing: (Duct Blaster Test)The Building duct and plenum system has been tested li in accordance with Appendix A of National Home Energy Rating Technical Guidelines and ASHRAE 152,and meets the minimum requirement of:<4 cfm25pa per 100 Ft2 of conditioned floor area. System 1: bsmt Leakage CFM@25: NA Supply R-value: NA I Return R-value NA System 2: 1 Leakage CFM@25: Supply R-value: I Return R-value System 3: 1 Leakage CFM@25: Supply R-value: Return R-value Total Combined Leakage: 0** CFM@25 Leakage Limit: 48.08 CFM@25 EXCEPTION-All ductwork and air handler is located within the building thermal envelope 403.3.3 2 2020 ECCC Compliance: PASS Mechanical Ventilation: As Tested: INA Required: JNo I IVI1507 Compliance Not Applicable Combustion Safety Testing: Not Applicable Insulation and Thermal Bypass: PASS HERS QA Provider: Signature of Certified RESNET HERS Rater: Performance Systems Development 124 Brindley Street,Ithaca NY 14850 Provider ID#:1998-072 Tom Baccarella Certification #3587347 607-277-6240 Notice of independent Status.As per the requirements the 2020 Building Code of NYS, New York Building Technology Group Inc.and/or it's Inspectors(Raters)are not and shall not be owned,controlled by,or have shared financial interest with the owner of the project,the General Contractor,the subcontractors,or any entity responsible for the construction or management of any project inspected by this agency.I further certify that as independent third party Inspectors(Raters), New York Building Technology Group Inc.and its employees shall avoid conflicts of interest with regard to its professional activities. 159 Route 25A, Bldg 1 Suite B, Miller Place, NY 11764 Telephone: 631495 0289 Fax: 631509 4538 Email: NYBTGTB@gmail.com 2020 NYECC Certificate 30365 Main Road - Storage Bldg Building Envelope Insulation Ceiling: Above Grade Walls: Foundation Walls: Exposed Floor: Slab: Window Data U-Factor SHGC Mechanical Equipment Heat: AFUE= Type: Cool: SEER= Type: DHW: EF— Type: Builder or Design Professional Signature: Building Envelope Testing Infiltration: 655 cfm50 Infiltration Volume: 30967 Ductl Within Envelop Duct2 Duct3 Duct4 Total Duct,Leakage Not Applicable HERS Rater ----- Signature: _ Thomas Baccarella Rater#: 3587347 New York Building Technology Group Test Date: 8/11/2022 OWN FOUNDATION ----------------- DI Mi w PLUMBINGROUGH FRAMING& 1 rl,102MW ' IF iNk-LATION PER N..Y. STAT EENERGY CODE - v • le e . s !o' •qui d p � � '� A Li�srw��•-�. � ,ae��rz�.�,wascm�_na�n �- s - .`' .• -•'`-�1�_//1�d�F � Of Ma • ,. .�yzffdro_i_ ,i %. - a TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 '4 sets of Building,Plans TEL: (631)765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. �- __ Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application / Flood Permit Examined 20 Single&Separate Truss Identification Form Storm-Water Assessment Form- h Contact: Approved 20 6 ` Mail to: Disapproved a/c Phone: Expiration 20 F . C- `ni L' f L, ���, Bui ing pector SEP 2 1 2020 APPLICATION FOR BUILDING,PERMIT Date September 11 2020 'u 71111.1 F.71r,�DP 7,7, INSTRUCTIONS TOT- • T ^ Tri a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule, b.Plot plan showing location of lot and of-buildings on premises,relationship to adjoining premises or public streets or ` areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning-amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize;in-writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. 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,arid other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or 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 for necessary inspections. (Signature of applicant or name,if a corporation) 1075 Franklinville Ave., Laurel NY 11948 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Agent Name of owner of premises Richard Sachs (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer Francesca Brennan(AMP Architecture) - (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 30635 Main Road Cutchogue, NY House Number Street Hamlet County Tax Map No. 1000 Section 102, Block 02 Lot 22 Subdivision Filed Map No. Lot 2. State existing use;and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Accessory Building b. Intended use and occupancy Accessory Building 3. Nature of work(check which applicable):New Building Addition Alteration X Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units N/A Number of dwelling units on each floor N/A If garage, number of cars N/A 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. Accessory Building 7. Dimensions of existing structures, if any:Front 21' Rear 54' Depth 96' Height56' Number of Stories' Dimensions of same structure with alterations or additions: Front 21' Rear 54' Depth 96' Height 56' Number of Stories' 8. Dimensions of entire new construction: Front 21' Rear 54' Depth 96' Height 56' Number of Stories 1 9. Size of lot:Front 117.44' Rear 165.04' Depth 334.10' 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated R-40/R-80 NC/C. 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO X 13. Will lot be re-graded? YES NO X Will excess fill be "removed from premises?YES NO X 14.Names of Owner of premises Richard Sachs Address Po Box 1261,Mattituck NY 11952 Phone No. Name of Architect Anthony Portillo Address 165 Frenkhmille Ave.,Laurel W 11948 Phone No 516-214-0160 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES, SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO x. * IF YES,,D.E.C.PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO X * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF 'S K�M11L) 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 knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of czap; 20 Z C) 6 1 �- Lori T McRride Notary Public NOTARY PUBLIC,STATE OFNEWYORK Sign re of Applicant Registration No.OIMC6368447 Qualified in Suffolk County Commission Expires December 11,2021 Town Hall Annex �$� Gy Telephone(631)765-1802 54375 Main Road :Z Fax(631)765-9502 P.O.Box 1179 ' Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE_ -OF UTILIZATION OF TRUSS TYPE':CONSTRUCTION;'PRE-ENGINEERED: WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION.-- Date: September 11, 2020 Owner: Richard Sachs Location of Pro a 30635 Main Road, Cutchogue p rty: - - Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential.structure x Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) x _ Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) x Floor and roof framing (FR) Signature:,. Name (person submitting this form): , Francesca Brennan (AMP Architecture) Capacity(check applicable line): Owner x Owner representative TrussReq%docx Effective 1/1/2015 Buildg-Ddi)ii ii ent.Ximlication AUTHORIZATION Mhere'the Applicant is nof.the 60 residin -at-,g, oC.Co't (Print property owner smame) (WI gAddress); 1' IAT CIV G1� Y :� 5 doaieret y,sut iorize-- A".Arch tutu: . (Argent) to,apply onmy.-behalf to the . Sonthol wilding Department: et's'Sgnature);. (Date - ,(Print Owner s Name) ,- . L (i� ►� llwr � F AUG 0 2022 B LDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD � r WsoUN OFTOLPwn Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(a)_southoldtownny.gov- seand(Dsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 8/4/22 Company Name: Wildwood Electric Inc. Electrician's Name: Wildwood Electric Inc. License No.: 4836-ME Elec. email:ralphjr@wildwoodelectric.com Elec. Phone No: 631-236-2211 El I request an email copy of Certificate of Compliance Elec. Address.: P.O. Box 373, Rocky Point, NY. 11778 JOB SITE INFORMATION (All Information Required) Name: S c)C-k-5 Address.- -65 t �"G�1b l Cross Street: Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 61 Square Footage: Circle All That Apply: Is job ready for inspection?: 0 YES ❑ NO ❑V Rough In R1 Final Do you need a Temp Certificate?: ❑ YES❑NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals D 1 D2 H Frame Pole Work done on Service? Y RN Additional Information: PAYMENT DUE WITH APPLICATION tp a�— SUI F LB LDING DEPARTMENT- Electrical Inspector AUG 0 292TOWN OF SOUTHOLD o ` `:4BUILOuJo DEPT: Town Hall Annex 5437.5;Main Road -'PO 66x,1179 u. N9u°Jl car�,t►rH:,_tF �. Southold, New York 11971-0959' Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(a�southoldtownny.gov – seand(asoutholdtownnygov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 8/4/22 Company Name: Wildwood Electric Inc. Electrician's'Name: Wildwood Electric Inc. .License No.: 4836-ME, Elec.,email:ralphjr@wildwoodelectric.com Elec. Phone No: 631-236-2211 DI request an email copy of Certificate of Compliance Elec. Address.: P.O. Box 373, Rocky Point, NY. 11778 JOB SITE INFORMATION (All Information Required) Name: S GI C-h6 Address. O C - b t Cross Street: Phone No.: Bldg.Permit#: 6��—Tb email: Tax Map District: 1000 Section: Block: Lot: BRIEF,,DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: Fv YES❑ NO` ❑✓ Rough In. " ❑✓ Final Do you need a Temp Certificate?: ❑ YES❑ NO Issued On Temp Information:' (All information r'equi'red) Service Size❑1 'Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals D 1 2 H Frame D Pole Work done on Service? Y ON Additional Information: PAYMENT DUE WITH APPLICATION �o PERMIT Address: Switches Outlets GFI's I u Surface Sconces I '` H H's t L� UC its Fans Fridge HW Exhaust Oven WAD Smokes I' DW Mini Carbon�p Micro Generator Combo II Cooktop Transfer AC AH Hood Service Amps Have Used Special: Comments f� C' Cot P er- r �� �g c-r �41A/ Scott A. Russell ,��°Su` ��G 1F01kMWAT]E]K SUPERVISOR AMIANAGl]EAKIENT SOUTHOLD TOWN HALL-P.O.Box 1179 u' 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT U14VOILVE ANY OF TFl[[I; FOLLOWING: +, I Yes No (CHECK ALL THAT APPLY) I ❑� A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑E3 B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. j ❑EZ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. j ❑UD. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑[� E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑U F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes ! in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. S.C.T.M. #: 1000 Date: I APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) District NAME: Francesca Brennan (AMP Architecture) 102 02 22 9/10/2020 i a�o Section Block Lot !i FOR BUILDING DEPARTMENT USE ONLY Contact Information 516-214-0160 i ? rrfth—N.mbc) I ' Reviewed By: - - — — — — — — — — — — — — — — `H Date f Property Address I Location of Construction Work: �� ii — — — — — — — — — — — — — — — — — ;; ElApproved for processing Building Permit. 30635 Main Road, Cutchogue ;; Stormwater Management Control Plan Not Required. ;j - - — — — — — — — — — — — — — — — i Stormwater Management Control Plan is Required. j i! El (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 • , Rai;," CRAM l!Wr SmVEY.OF PROPERTY SITUATED AT > •.�:wo CUTCHCGUE �y0 TDUJN CF.SOUTHOLD . tion• IW m. SUFFOLK COUNTY,NELU YORK t _ aNRNR wrwm T*w .anov=vwm ao u S.C.TAX No. 1000-102.02 22 :gym.AV To an SCALE I'xS& " •d'•t�` ,rbc.uaw000r MARCH 15;;2001 �? a•` ,off sWAS y w t ,d► I _�i6 sump+ aYRtL o,30M ADM PROPOHO Bu�uia 9Ii- 9 JX_ -001 REV16W PROMEO WLM IOCATiOrI ` %- q a JULY-`�2001 fteAM.AS PM Sr—PAS,Nol=lio.1 F j • «a 9 Q. O • Q 1Q:Viz wo.:m Qli OE IB.ER 12.2 10 W-0479 BURVV AREA 5W63 So.R. -'•::an aai� . ts�T a ouy sr r»ra c B. •• �, � QiiOtaGD�!'O+t iEt'�St4Rr ab'�p70: SK..iE FAMYDilrlLltiGi d�O65 b.F. •• a :ccEsaoRT etoRe.Gs eu3ca3G� uss ss. -:,:.• •., ...•;y '.. - TEST �•10L DATA 4soas riaoR:.:Rci• 521 bJF. 4 w.T.b.. 1Pcainam to + AVr+ JCItdRD bdClid ►• .�tM'. RDam u&mo%&,L TITLE D&W-icH bERvi 6 Lw F`i. n .',.qty'•o -y. t1. i- e �� (!i •"'. 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Pb4L `¢ ' OfFt��F.NIAST�y`pT�R faGL COUNIY OiF 11fFFaLK `TG�1 QF 6oUfi�DLD F'0 SEWAGE DISPOSAL SYSTEM- �, � ,a. `�`�*:� m,.r�. •�'• -4vRea F F FEP: /7- 1 �L J S0 t�� 2 5 2 20 �O V n (kA"M 1 SURVEY OF PROPERTY SI T UA TED A T bh°� ��G s CUTCHOGUE °y ���'� TOWN OF SOUTHOLD �c�� ° ° ' ��.� R`= ` A'' } �` ` }` ` l SUFFOLK COUNTY, NEW YORK y , � tih/ JUN 3 0 2421 S.C. TAX No. 1000- 102-02-22 SCALE 1 "=30' ,'rT _ MARCH 15, 2001 / 2001 ADDED PROPOSED BUILDING ��G Y / ��.I `:•'4 O' APRIL �' / JUNE 18, 2001 REVISED PROPOSED BUILDING LOCATION JULY 9, 2001 REVISED AS PER S.C.D.H.S. NOTICE No. 1 ,( �`° G� �� •" •; 9r''� ti NOVEMBER 10, 2015 UPDATE SURVEY DECEMBER 12, 2018 UPDATE SURVEY �p / ••� . :;.. .: :;, ,••:. ::• ryas JUNE 26, 2021 FOUNDATION LOCATION AREA 56,163 sq. ft. {� •• `• �' 1.289 ac. \'• • N. ..'.. �� • 4 °9� .• .;.4.,s:a.•"' :.: : ' �':': :;: t". ���, ld)k�; CERTIFIED T0: :� x . :: • "t o f \ .'•; \..: ��c,�. p`o. as RICHARD SACHS ' ,�; `. : : ::,;:. • e ••e'' FIDELITY NATIONAL TITLE INSURANCE SERVICES LLC J , i !� :. •Q .J'•`~• •. j is •:�.s' r �Q C� s. \ • `. : OP OV 0. t �CF \. .•... ,f(,�:v*. :.•".'���: : .'i�, `r% _',:.e:`"••G°e1G' •''•••;S.` �F a p��'•• Te 07 e• • :� • 1;1L ��`�'� \ .r• :..� r ,°�: WSJ ?A ! o�....•�. �7t, ��,t> •: Ir 41jc•> t s �P' /yc„$9} • .Qi O •< .I. S •..q. Fi .w •: o� :• r syn t;� :>;: oe'P IN, o •' ,�.;. •-moo \ . • •:• % ..: •�,9h :tib.,'.. \ .�� .l � i Aro • :,. ". 1/ :�'�Y '' ":t•• " 'Fc'�• 'y�.:.• :• z ••. •.fir:.., lV/ � y ' `C i 6 • V` PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED / BY THE L.IA.L.S. AND APPROVED.AND.ADOPTED FOR SUCH USE BY THE NEW'YORK.NATE•LAND TITLE ASSOCIATION. .��(V��r 1����,,� i 5046[ S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION Nathan Taft Corwin l l l TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE 631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 38-308B 11�Z �I°5 s s�° � k. SURVEY OF PROPERTY SIT UA TED A T ` sem . CUTCHOGUE TOWN OF SOUTHOLD /O to. F SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 102-02-22 0 SCALE 1 "=30' �I00 �4 � ' pti � .• :;.': \ ;� gam' MARCH 15, 2001 ��� !! ����°,; ':;1 •:.,•:;PG'.+ °p opo �r� APRIL 6, 2001 ADDED PROPOSED BUILDING JUNE 18, 2001 REVISED PROPOSED BUILDING LOCATION $ 4' •e' •• r ~�q�OF, j JULY 9, 2001 REVISED AS PER S.C.D.H.S. NOTICE No. 1 G NOVEMBER GK10 2015 UPDATE SURVEY'S O Gp � •;.. r� :.:...'.y: . .. : ®s ��. �' DECEMBER 12, 2018 UPDATE SURVEY �' . `•'�`�,eP ' - *. ;;`, JUNE 26, 2021 FOUNDATION LOCATION Q, •, .. 4 : : ,:.; ; ' �'.: o JANUARY 26, 2022 ADD NEW SEPTIC SYSTEM 0. . :• "'-'>ti-w FEBRUARY 6, 2022 UPDATE SURVEY AROUND AREA OF NEW SEPTIC SYSTEM JULY 1, 2022 UPDATE SURVEY ' \..• AREA = 56,163 sq. ft. .� ,..• .e .y �y.•,•r `.+ :• .,r•• �� • •' •'^• ���� 1.289 ac. C •'y Y 'e • : • ' � y CO CERTIFIED T0: '��� °�•'!•`.',•� :'�� : :. ' �1 Or, ; .. ' � :. s°�ye �' RICHARD SACHS s, '. , .�; •: F FIDELITY NATIONAL TITLE INSURANCE SERVICES LLC 03 SEPTIC SYSTEM TIE MEASUREMENTS :v :. t:• \ �' : �e BUILDING BUILDING • . ,�• CORNERQA CORNER 08 r' `'•.. .«. \`� ���' a`'G .., / SEPTIC TANK '�% \ t•... ..o ,�, ,. . ., .• COVER LEACHING POOL �y \ `'`� • G e°' / COVER 61 30 • •!' `F- '*,.i".GONG•. Q' "'' �� OFa / � 't9 G• 4.4 41 Ir 0. 'P�v n ,rN.: • .; �` DCS- in 6k �n _ `� yQ : S' : :/ of 0 '061. Irb '9� ••�O�C yc�:. 1g mss, ti '\ • ... w ���. :: ' � ,i ~: t,�• ,.: ,p4G �1r a..••y . 7 a,t i to i AUG 0 12022 DEP L r ,5 I!•,is�a.OF �.� PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE LIALS. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TIRE ASSOCIATION.-'-- e ; Y ". . a �< e �'C �,a:�k►. i''' N.Y.S. Lim. No. 50467 UNAUTHORIZED ALTERATION EY ADDITIONNathan Taft Corwin TO THIS SURVIS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 FOX (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 38-308B 6 r - W LLj _! \ ♦�� S F.i�, ;� `'V' ,x' .,�. ''a' - "`_ Mfg ,...c...c> < :;m'0' ', FM" Z -. O FRd JE6t,,/ ZONfNG.D,ATA... DRAINA5E AREA A — _ i.::•T.GOVERAG)= , PROP. Q r • __ __. _ _• - _ a _ um,. s,4 Z I STORY �l \ ` TAX MAP # 1000-102-02 22 - Q N/O/F �G FRAME `\ \� z= z - - - - - -_� - -- 3� - -- ==u - �ESGRIPTION (FOOTPRINT) I 9b LOT (Y ' I ZONING DISTRICT AREA COVERAGE W -- -- GUTGHOGUE CEMETERY �/ ii BUILDING/' ` I R-40/R-80 NG/G ,... ,- ASSOCIATION �* /// _ , -___�-_ --_-____ -- -- - - -- ---=--�-- - -=..d__ _ _�I T - J \ -`' LOT AREA 1.3 ACRES .L. \ � ---�' E�ST NG BURR �� , A 56,163.0 S F 00 LD I NG 4 p I Sfi �2�i , \ , � � CERTIFICATE OF OCCUPANCY #Z683,1 ON JAN. 05, IQ76 - II I � � Alw �'/ a DEEP V / Bao SF .11 \ --- - - - -- - - - -- EXISTING STORAGE I� ,! � O / /% vw , 0• / vow \ �, SUFFOLK COUNTY HD APPROVAL R-20-1130 I BEDROOM ----_ - -----T-- _ __-_..--_-__ -: (J J e'er,- oPSHxoP �, U °'D� ----= - - -- Q Z l 07 TOTAL AREA OF ALL STRUCTURE 5166.0 S.F. ci•2ry W (D \ \\S . FENCE GROSS AREA EXISTING PROPOSED — *MAXIMUM LOT GOVERAC�E ALLOWED - 209b J In r{ a o� srocacPu e \O \ OA W. -- - --- - -- .- .�_- / \ BASEMENT AREA O S.F. ~ FENCE O�.�N./�. /i "°�r°P�ow'; PUS' n \\ ���� ` JOHN G. SCOTT, III SANDRA 4,08a S.F. a DEEP '�� ♦ \ e ` J. SCOTT ASPHAL GUY WIRE ` roP ow' ���� / PARKING , / \\ \` \c� `� FIRST FLOOR AREA 4,08cf S.F. p S.F. - W ���o \♦ �iU, \ FENCE \ `. U i W .°"'; DRA I NAGE AREA B -� \\ \\ \ ` \, -c DRA I NAOr CALCULATIONS Q --� Q \\ TEST HOLE DATA Q �\ PROPOSED 0 �\ \ NEW MGDONLD CEOSGIENGE DRAINAGE AREA A SEPTIC HoLE POOL o �\ \ \ SYSTEM \\ '=°� \\ QQQ �, FENCE INLINK BOX IOOO AREA= 7,523 Sc�. Ft. 7 525 S Ft. X 0.17= 1,27Q Gu. Ft. PICKET L \ SOUTHOLD, N.Y. I I X71 q . � \ � Q Doti\` ,�, \� 1271 Cu. Ft./42.2= 5C.3 VERTICAL FT. O , FENCE'. \ \ \ �Q� C \ LrcP ' F 8 DIA POOL REQUIRED PROVIDE (8) 8' DIA. X 4' STORM DRAIN POOLS 12' 110 A \ \'-J \` '\°`" ' \ ' DRAINAGE AREA B• \ \ �U \ \ AREA= 4,0a1 S � \ LoPe+roP� �- • � 0 NEW ` \ 4,�, \ EXIST. FRAME < -e U \ PICKLE- \ \�, EL=26.3 4 q Ft. , \ � `\ BUILDING \ \ BALL ,081 ScL. Ft. X 0.17= 6Q4 Cu. Ft. �. \ '\ow % \ ( CONVERT TO \ ,� c \ COURT \ �. 6q4 CU. Ft./42.2= 16.4 VERTICAL FT. OF 8' DIA POOL REQUIRED TOP ` o PROVIDE (5) ,5' DIA. X 4' STORM DRAIN POOLS RESIDENCE ML BROWN SILT DRAINAGE AREA G: > 'o _ AREA= 5,107 Sc[. Ft. 5,107 Sc�. Ft. X 0.17- 868 Gu. Ft. \ o \ �LoP \` ``P 3 5BROWN SILTY 868 Gu. Ft./42.2= 20.6 VERTICAL FT. OF 8' DIA \ lu' \ \ \ rP POOL REQUIRED ` _ ti coN�. `\ N/O/F ��/�/� <90� 4' - — - SAND PROVIDE (6) &' DIA. X 4' STORM DRAIN POOLS �� \ i \ c \ � � WALK\ \ yam/ GUTGHOGUE CEMETERY �'y` / ` \ C7UY r �/ ASSOCIATION \\ \ r�(`\; \ �� WIRE {0r� EDGE OF \ \, / \ `� PAVEMENT DRAINAGE SYSTEM CALCULATIONS PH-' �.��/i z / �� <p\% ,�aU RESIDENCE= 4,228 S Ft. 4,228 Sc�. Ft. X O.I �r� 71`1 Gu. Ft./42.2= 17 'VERTICAL FT. OF 8' DIA POOL REQUIRED \ PROVIDE (5) 8 DI A. X 4 STORM DRAIN POOLS �\ \�` sroawi- 9TORPBE \ - DRA I NAC E AREA G ^�^ ,% � - \ 200 S.F. P ALT PROPOSED Zr \ \ CONSTR14TIONPR \ ENTRAWeDRAINAGE SYSTEM CALCULATIONS LD�NG 1,166 Sc�. Ft. 1,166 S Ft. X 0.17= Iqq Cu. Ft. �� � GAS 1� PICKET 'Py \\ \ �� METER �, Iqq Gu� fi \ 0 ` . Ft./42.2= 4.7 VERTICAL FT. OF 8 DIA POOL REQUIRED w \^�� �Uj S}� PALE BROWN PROVIDE (2) 8' DIA. X 4 STORM DRAIN POOLS FINE SAND 0 U DRYWELL/DRAINAGE STRUCTURE NOTE: A MINIMUM 10' SEPARATION IS LU FENCE \\ i LRI a ADRALS EEN WATER SERVICE $ H L /SEWER AND THE EDGE Of= EAGHINC \ A R N�0 STORMWATER DRAINAGE LEACHING o ^� �� STRUGTURES � PROJECT: LEADER NOTE: CONNECT ALL LEADERS GOMI NG SAC H S RESIDENCE I7' FROM GUTTERS TO NEAREST DRYWELL. STO R M WATE R PLA P COMMENTS: NO WATER ENCOUNTERED 30635 MAIN ROAD CUTCHOGUE, NY 11935 DRAWING TITLE: 6 e o1 s United Bank PROJECT LOCATION & SCOPE V� NAPA Auto Part's- ., SITE PLAN & ZONING DATA ' anin sorts .`. DRAINAGE CALCULATIONS TEST HOLE DATA PAGE: sw-001000 t f Braun un Seafood Co s' DATE: 09/30/20 1 OF 2 SITE LAYOUT NOTES: Food Distribution Center I. THIS IS AN ARGHITEGT'S SITE PLAN $ IS -Lord's Cupboard a;. • SUBJECT TO VERIFICATION BY A LICENSED .7pr SURVEYOR. THE INFORMATION ',•Af,a'^ `f REPRESENTED ON THIS SITE PLAN IS TO THE ARCHITECT'S BEST OF KNOWLEDGE. [ A' 2. SURVEY INFORMATION WAS OBTAINEDr; p FROM A SURVEY DATED MARCH 15TH, 2001 Saml ', Christmas ,��• ,Z, � AND PREPARED BY: c ' Tree Farm Ll1t �� r ; OCTOC l — � NATHAN TAFT COR WIN IIIy`, 1586 MAIN ROAD r JAMESPORT N.Y. IIQ47 ' T 37th® �O SITE FLAN r���: T`:, : . . ,, .� 0 TELEPHONE: (631) 727 20�i0 LOCATION MAP Ta. SCALE: SCALE: NTS uj W ,RETE 24" DIAMr-TER OA5T IRON a" THICK REINFORCED CONC �igk fier M TRAFFIC�l 5EAKIN6 5LAB INLET 6RATE 4 FRAME ;g 0 6RA55 5HOULDER AREA T1111F. "'A 0 mog- m z g", AK N-1 ........... Ai� K R Y mg, ,f z Z, `YIN �w R' _rs, LLj 00 > Rt C) Z 0') (D LLJ z I El 0 0 110000000 < Z > ILE I I I ODD 0000000 (� c� U- LLJ (o Lo Cr T-i "1A (V D a' D I AMETER PRECA5T 00NORETE LEACHIN6 RIN6. LLJ m jelow ro prd F/F, 6ROUND ggppp gvog 171"', V mus N 'A6E 3 7,11 U V4ATER N "o so IF m F MAN 11 orm m /A E! O.ALOULATIO 5 0 mo 10 t=o 1=00L HEI(5HT5 L) MIN. PIAMETER MIN. OLEAN 5AND 4 6RAVEL FILL r7)R)oo'NELL 1:�)E'7AIL SCALE: 1/2" '-0" j,- 2, I a' ��AX. C,. 70 C,. ---------- at Lu LU-A ORAI�)E T- 2 E�,IBED FIL7ER CLO71-j- 0 MIN. &` IN70 OROUND Lu NOTF: 41 41 MAXIXUM DRAINAOE AREA Lij 1/2 ArRE / 100 LINEAR FEET 4 PROJECT: 5ILT FENC..INC5 DE7AIL SACHS RESIDENCE Sr-,ALrz: N75 STORMWATER PLAN 30635 MAIN ROAD CUTCHOGUE, NY 11935 DRAWING TITLE: STORMWATER MANAGEMENT 500 ' SITEE SOUNI�ARNr TEST HOLE DATA CONSTRUCTION DETAILS o"el ANnLE FIRST STA<E AARr�) 5(fALE: NT5 PREVIIOUSL"T' LAIr�) DBALE. eo, PAGE: el el el -002mOO SW el eo, ol FLOA ell DATE: 09/30/20 2 OF2 z L ''D \\4,�VERTIC.AL FAC.E 2 RE-BARS: 57EEL Flr-.f<E75 OR 2"x2" STAKES 1.5' TO 2' IN OROUNI�). �A oi r��RIVE 57A<ES FLUSH N17H 70F OF HA-r5ALES. ANC,HORINO r�)E7AIL/STRAN BALE r�) KE DETAIL BEDD I NO DETA I L Sr-,ALE: NTS Sr.ALF: NT5 00 t JIM DEERKOSKI, PE phone: (631) 298-7116 ------------------------------- -------------------- I I co I ` I ` I I I I I I I i I 1 I I I 1 I I 1 I I , I 1 I x m � U ` 1 I PROPOSED WINE CELLAR ' I i TERMATRU FG O 2X4 WALLS(20ga,STEEL)w/1/2"CDX EACH SIDE 1 INSULATED DR 2X4 CEILIIJG(18ga.STEEL),7'-6"h 3"CLOSED CELL INSULAJION AT WALLS AND CEILING o I I ` If �..1..� w I I 1 i I I I i A O I I I I I I 1 I I I 1 12'-7%" 25'-7Y:" I 6'-7%" v J 1 I I I I I I I I I 1 I 1 I 1 I 1 I I Ln O I I I I I I / cn V I � I I � �v/w`■ L I I I I I I i I V I I I I I I 1 , i I FOUNDATION PLAN SCALE: 1f4" = 1'-0" DRAWN BY: JD 7/15/2022 SCALE: SEE PLAN Ia � ., AUG V! SHEET NO: Cl, Lu TO 7u-n A =3 )a Dfl fla Qfl D� fl fl� "fl rl i i I i i i I JIM I i DEEOS P RK KI. E Sir 298-7 phone: (631 116 II i ) I i i I III I I i I i I i V I i II I p FRONT ELEVATION --1 U 0 O SCALE: 1/4" = 1'-0" �� Q W m P w cry z z P �D C Lin 0 cnx � U c� 4 w U j � v v DRAWN BY: JD J U L 2 2 2021 i _ 7/19/2021 SCALE: SEE PLAN ° NEW 0SHEET NO: RIGHT ELEVATION SCALE: 1/4" = 1'-0" r L.: w F� p ARorEs �' O I j i I I II i I JIM DEERKOSKI. PE j phone: (631) 298-7116 i j I I I I I I j i I I II i i i W --1 0 Z A0 REAR ELEVATION W , Aon SCALE: 1/4„ = 1-0„ �ENNNJ (y..i W cry z z -c� w �j �D � o OMx � o U H I I j L v I i V I � I I v I I I i I j I j I III � i DRAWN BY. JD I I I 7/19/2021 1 SCALE: SEE PLAN of NSW Y LEFT ELEVATION P � �a;E���°�� SHEET NO: SCALE: 1/4” = V-0” * A � F� 07 JIM DEERKOSKI, PE phone: (631) 298-7116 ------ A 36 1 1 1 T-2" ' 48'-811 1 loe 1 1 1 1'-6" ' 45'-8" 11 611 1 1 --- --- ———--—---——-—-----------—---—-------——--—-—------4-----------------------------—-------—----——--——————-————-—--—--—---——----------------- ---— ——— , I � — ———————————————— V I i I 1 I 61_4" I 1 - � I I 1 I I N I____________________I__________ 1 1-------------------C_______-__--__-____I_____-______________I_______________ I f - N m I I I I I i D W I Zn 1 I 1 I 1 ' UI I I 1 1 1 1 1 1 1 1 1 I d I I 1,D WVERCO SLB 22 GA.CORR GATED DECKING w/6"THICK REINF RCED STRUCTURAL LIGHTWEIGHTS All 3'-119/3211 3'-213%32" v I ( I W � C) i (3.21) O I z 10 10 1 1 � (7 z r-1 � K K I 1 (V I I 1 'V (1 1 (7 (� I -c, 1 J J Op 001 I 1 (1 I O 1 O 1 1 O O 1 0 1 N 1 I OP zT 'T fn t n V M x I I I i 1 1 I U M L - 1 1 1 1 I 1 1 1 1 I I I I I I I W o 0 1 I I 1 i I 1 I I I I I 1 I I I 1 I , I I , I 1 1 1 DRAWN BY: JD 1 ' A 7/19/2021 SCALE: SEE PLAN FOUNDATION PLAN "EwY0 SCALE: 1/4" = 1'-0" �� `oE�k�o��� SHEET NO: 725 n 2 0 JIM DEERKOSKI, PE r 3 6 phone: (631) 298-7116 1 1 1 48'-8" 1 1 1 1 '-2" 2'-6" 12'-0" 10'-8" 10'-8" 10'-611 1 1 1 1 N 1 1 - 1 1 - 1 1I 1 1 _t_ 1 1 1 1 I I 1 1 1 1 1 I 1 I 1 Q VERCO�LB 22 GA.COR�U�ATED DECKING w/4"THICKIREIf�Of�CEU STRUCTURAL LIGHTWEIGHT;SLgB 1 1 r Il 1yl 1 1 1 1 W , 1 1 w F ' � 00 ' Q N I 1 1 I 1 I N , 1 1 I N 1 1 1 1 I N 1 1 _ 1 N 1 1 I 1 N 1 1 1 N 1 1 1 1 N 1 1 NN ' = N 1 1 1 1 N 1 1 I N I 1 1 1 N 1 1 -�' I ^ 1'/�/1• I ,-1 1 1 1 1 a-1 , 1 1 c" 1 1 •----- Q 3 ' 1 1 1 1 '31 1 1 1 1 , 1 1 1 1 ' 1 1 1 '1 ' � ■�\ c / O OVol111���777 r , _ / r , cn vFq 1 W 1 1 1 1 1 , 1 1 1 1 1 1 1 V ' �NSX10 STEEL HEADER tFI ' ----------------- _ , ----------------- ------------- I49 ------------- 1 1 1 T-811 , (77 I I 1 36'-0" 12'-8" 1 1 48'-8" 1 1 1 A DRAWN BY: JD FLOOR PLAN 7/19/2021 SCALE: 1/4" = 11-0" SCALE: SEE PLAN OF NEVAY DEE SHEET NO. km w n s Z ROFES�10` moa JIM DEERKOSKI, PE A phone: (631) 298-7116 36 48'-8" 1 t 11'-11%" Ale 11'-11%" le 11'-11%' 11'-11%" 1 1 1 SCUPPER ' SCUPPER SCUPPER Ln1 I1 -1- 1 1 ----------------------------- 1 ' --- 1 1 , 11 1 1 i 11 1 1 11 11 � 11 11 ' Z Z) 1 1 I I I HH 1 1 I I 1 Ur 1 1 1 1 ' �-•. 1 I 1 1 1 Z u QQ , o C9 N 1 1 1 1 1 1 1 I I r4 N n L w U ' II 11 1 II 11 V ' II 11 11 11 V 1 � 1 1 1 1 1 1 I 1 1 1 1 47'-10" I 5" ; 1 1 48'-8" 1 ; 1 1 `-------- 3 6 DRAWN BY: JD 7/19/2021 ROOF PLAN SCALE: 1/4" = 1'-0" SCALE: SEE PLAN F NEt /Y °� SHEET NO: * -TA 4 w m s �Q 0 A =) 55bti� -s `O � 0 S" PC WALL#6 BAR, 6" PC SLAB, REINFORCED w/#4 BAR @12"OC EACH WAY IN CONCRETE m CONT. @ 10" OC 10" OC BETWEEN STEEL DECK BASE AREA PITCH TO SCUPPERS (TYP) _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ = JIM DEERKOSKI, PE W12X40 STEEL GIRDER phone: (631) 298-7116 0 . m 0 0 N m 14" PC WALL#6 BAR, CONT. @ 10" OC ON BOTH SIDES � w � Q o � m � P4 cn z z 6" PC SLAB, REINFORCED w/#4 BAR @12"OC EACH WAY IN CONCRETE 10" OC BETWEEN STEEL DECK BASE AREA O x - - - Vol W12X40 STEEL GIRDER 0 L V v v 18" PC WALL#6 BAR, CONT. @ 10" OC ON BOTH SIDES 00 DRAWN BY: JD 48"X12" CONC. FTG REINFORCED w/ 7/19/2021 #4 BARS @ 12"OC PERPENDICULAR TO WALL. #4 BARS @ 8" OC PARALLEL TO WALL SCALE: SEE PLAN °V- E&/' 0 F� 1 SHEET NO: Q 5 v E •p a CROSS SECTION A vip 3 6 SCALE: 3/8" = 1'-0" n w 7?_5�2 � t ARS O A =& 1 V is-on 6"THK SLAB OVER CORRUGATED DECK #4 BARS @ 10"CIC HEADED SHEAR #6 BARS @ 10"CIC STUDS WELDED TO TOP OF FLANGE @ #4 BARS®12"GC 2'-WC/C (BOTH WAYS) JIM DEERKOSKI, PE y4« #4 BARS 10"C/C phone: (631) 298-7116 TYP. y4" (BOTTOM REINF.) n I 0 I #4 BARS @ 12"CIC 10"WXV-1"HXrDEEP W 1�3 POCKET IN THE WALL #4 BARS @ 8"CIC �J DRY PACK POCKET AFTER 0'-6" L 8 x 4 x N2 1'-0"LONG WELDING BELOW EACH BEAM SEAT c #6 BARS @ 10"C/C o ^� iLklL #8 BARS 10"VC I � U � 11-611 Z 0 4'-0" DETAIL-'I DETAILml A o (LAYOUT) (REINFORCEMENT) cn z z ®U D TION DETAILS eno C En " x r � U CD H W THK SLAB OVER #4 BARS @ 10"CIC v ' CORRUGATED DECK t , , 0.'-5" #4 BARS @ 10'CIC I I HEADED SHEAR STUDS 1 WELDED TO TOP OF FLANGE #4 BARS @ 12"CIC (dj 2'-0" 4, (BOTH WAYS) r ' Y4" V . #4 BARS Q 12"C/C V (BOTTOM REINF.) 0 0 _ � o 7 I = o o c c W 12X40 c 10"W X V-1"H X 8"DEEP POCKET IN THE WALL L 8 x 4 x Y 0'-10"LONGDRY PACK POCKET AFTER D RAW N BY: ID BELOW EACH BEAM SEAT cWELDING #6 BARS(4110"CIC —V 7/19/2021 1'-2" SCALE: SEE PLAN DETAIL=2 DETAIL=2 (REINFORCEMENT) F "�`" a SHEET NO: ( YOUT) O 5, E k�o �� � � S r sac ►li Lu 2 �VXa4• V ASO �o O FE GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NOTES NAIL NA'L BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACNG (SEE PLANS) CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EAC- BUILDING HEIGHT TOE-NAIL TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS TOP PLATE 10'WALL:4-8dCOMMO RAFT-R ' JIM DEERKOSKI, PE 1).The information within this set of construction documents is related to basic design 2).R Tal framing and s ASSEMBLY: CEILING JOIST 8'WALL:3-Sd COMMON EAC- DESIGN CRITERIA UNIFORM CODE intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TOE-NAIL ( ) 2020 IRC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION,DETAILS,AND GENERAL NOTES phone: (631) 298-7116 State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACi FACE DESIGN LIVE LOAD(PSF)R301.5 DESIGN DEAD LOAD construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL (PSF)R30 WALLS ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 1801.7 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. UNINHABITABLE ATTICS(NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH 11180 P P P P CEILING 101St LAPS AS PER TABLE 3.7 EACs FACE UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS 14 (NO FINISHED CEILING) 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM-SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EAC- FACE ATTICS WITH FIXED STAIRS INTERIOR(LIGHT FRAME)STEEL WALLS 5 FLOORS U360TO RAFTER WFCM-SBC END NAIL EXTERIOR BALCONIES AND DECKS 4U CEILINGS PIASTER,STUCCO These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the MASONRY WALLS(8"THICK) so ( ) U360 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2_gd COMMON EACs TOE FIRE ESCAPES 40 CONCRETE WALLS(6-THICK) s5 CEILINGS(GYPSUM) L/240GUARDS AND HANDRAILS 2D0 accordance with table 3.3. TO RAFTER END NAIL SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS L1240 P g RIM BOARD EACs END GUARD IN-FILL COMPONENTS 50 EXTERIOR WALLS(PLASTER.STUCCO 3).Dimensions shall take precedent over scaled drawings. VEHICLE GARAGES(R301.5)PER 20 SQ.IN.200016s ( ) H/360 (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END I NAIL PASSANGER VEHICLES 50 EXTERIOR WALLS(BRITTLE FINISHES) H/240 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS(FLEXIBLE FINISHES) HA20 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS(SUPPORTING MASONY WALLS) 11600 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL N41L STAIRS 40 construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES ROOF GROUND SNOW LOAD 20 precautions and programs in connection with the work.There are no warranties for a bottom late,3 inch square washes shall be used with the anchor bolts.Anchor bolt QTY. SPACING P P g p q TOP PLATE TO P.,R FACE NAIL EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, 2-16d COMMON anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE INTERSECTIONS 4-16d COMMON EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO :4" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior P 8 2-16d COMMONC.C. NAIL Sym.:EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE r attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and STUD V FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16d COMMON 16"O.C. FACE SMOKE&CO2 DETECTORS CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMONPER 2)6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type 11 exterior shearwallsshall meet the requirements oftable 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16dCOMMO P:R FSEEE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. FOOT TE:1,2 1).The General Contractor and Mason to review tans,elevations,details and notes to END JOIST OR BLOCKING p GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s)above typical grade. 7),INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Q Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING NOTES SLIGHT TO O 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: 4-8d COMMON PEG TOE 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 17 NONE concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOI!T NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: �� A Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMON ENS NAILNAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. SHEATHING LOCATION BLOCKING EACH TOE NOTES 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD � O 5).Unless otherwise noted,all slabs on grade to be 3000 p.s.i..Concrete to be TO JOIST 2-8d COMMONEN) NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ b"O.C. Sd COMMON @ 6"O.C. SEE NOTES:1,3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1 B to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6"O. 8d COMMON 12"O.C. (BOTH FIELDS) p ty 3-16d COMMON @ @ 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS Sd COMMON @ 4"O. 8d COMMON @ 4"O.C. SEE NOTES:1,3 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one attached with the above requirements. TO BEAM 3-16d COMMON JOIST NAIL n 8x16 cast iron foundation vent for every 150 sq.ft.of area. JOIST ON LEDGER DECK AND COVERED PORCH NOTES: 3-8dCOMMO PER TOE NOTES W w 7).Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. AJ N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END the below rade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be alvinized or stainless steel. 3-16d COMMON g P P g g g TO JOIST JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, BANDJOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 'w O 8).Drainage as required by current N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. 2-16d COMMO v, Ln Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 O M FRAMING NOTES g F SHEA H I N 2).Tabulated 12 inch D.C.nail spacing assumes sheathing attached to rafter/ framing members with G>0.49. u J into concrete with a minimum 1/2"dia x 7"Ion anchor bolt with washers and nuts. Wm For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. 1).All framing techniques and methods as prescriptive design of current SBC High Wind NAIL NAIL 3).Posts supporting girders shall be anchored w a 1 washers a thick concrete footing. JOINT DESCRIPTION T� SPACING f\ o Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. Q 3).Tabulated 4 inch D.C.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANELBd AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. U 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NOTES NAIL SPACING NAIL SPACING AT INTERMEDIATE `./ 3).Floors, JOINT DESCRIPTION Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. 'w v, UJ Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING SEE NOTES:1,3(BOTH FIELDS) 4'EDGE ZONE Sd COMMON @ 6"O. 8d COMMON @ 12"O.C. 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. where needed. GYPSUM Sd COOLERS 7" O.C.EDGE NOTE:2 FOR PANEL FIELD Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all6).Concrete piers shall be a minimum 6"above grade. WALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTE:3 openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: I ' openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored NAIL NAIL NOTES V openings between 4'1 and 60 and 2x6 wall openings between 5'11 and 89.Provide fire to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 5).All flush beams/headers to be installed with heavydu alvinized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1).For wall sheathingwithin 4 feet of the corners,the 4 foot edge zone attachment requirements shall duty 8 g PANELS Sd COMMO WFCM-SBC ' g q anchors where applicable to all connecting joists. PLUMBING NOTES be used. 7/16"OSB 3"O.C.EDGE 6d COMMON 6).Double up floor joists under walls that run parallel to the floor joist and under bathtu . 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM Sd COOLERS 7" OCEDGE G>0.49.For framing members with 0.42<G<,the nail Spacings shall be reduced to 6 inches D.C. on plans. WALLBOARD 10"0.'C'.FIELD 3.For exterior panel siding, alvinized box nails shall be permitted to be substituted for common nails. 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/ r 2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: ) P g g P other access openings unless otherwise noted(typical). 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL 8).Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTIONQTY. SPACING I).PROVIDE 5/8'TWE-X SHEETROCK FIRE STOPPING AT 1010 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS, where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. 2).USE SIMPSON HANGERS AND ANCHORS WITH 2-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. PP STRUCTURAL PANELS 6"O.C.EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL I-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC SYSTEM NOTES 1"OR LESS 8d COMMO ,2"O.C.FIELD (5.7 SQ.FT.2ND.FLOOR) 9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists MIN.44'SILL-AFF under all bearing walls. ) Po g PP safety NOTES: NYS Residential Code R302.11-FIREBLOCKING REQUIRED 1 Mechanical subcontractor is responsible for adhearin to all applicable codes and safe Fireblocking shall be provided to M off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Firebloddng shall be provided in wood-frame construction in the following locations. needed. 2).HVAC subcontractor is to full coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. ) Y Y q 1).In concealed spaces of stud walls and partitions,including furred spaces.at the ceiling and Door equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed D I[/1W N BY. D CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing SOIL COMPACTION: using parallel rows of studs or staggered studs. Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL drop ceilings and cove ceilings. adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: shear capacities,nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. members shall be doubled,or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the nun.Enclosed spaces 7/19/2021 /i1Q/�O1 i over subfloor as per manufacture's instructions. such as shear plates,shall be used t0 maintain load path. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stain shall comply with current N.Y.S.Residential Code. J 1).All electrical to be installed as per N.Y.S.Residential Construction Code. DENSITY(PER ASTM D 696 AND ASTM D 1557).COMPACT THE 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and dues at ceiling and Boor level,to resist the free passage of ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. 2).When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. to have regular 1/2"sheetrock.All walls to be taped and finished. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of duimneys and fireplaces,as required by cement N.Y.S.Residential Code. SCALE: SEE PLAN 3).All electrical work to comply with 2014 NEC. to be reduced tol-16d nail per foot. INCLUDING SURFLOOR,IS COMPLETE. 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 torch down type material over. and R315 of IRC. N E(/I/Y 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE Ek H66G be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL INSTALL WITH CAP (� �� AND BASES.USE WITH FLASHING CAPS TO Pt. SHEET NO: COVER TOP t- r w°. W 0 25)2 AROFE Ac=8 \ SITE PLAN HATCH KEY: `N PROPOSED BUILDING ADDITION U 0 r h W k \ ® PROPOSED ACCESSORY STRUCTURE W � c J \� PROPOSED 2ND STORY 0.0"0 O JI IRRIGATION WELL \� Qp p��• o, \`��i " ; o \O�1p . \� , r 4 .., fl FRAME SHED �?� PROPOSED A.G. GONG. / UTILITY PROP �\ CONDENSERS Z SHED 3.3' N POLE c I STORY O ` O N/O/F tq c FRAME 0 Z CUTGHOGUE CEMETERY UND. G BUILDING �• \` Q O ASSOCIATION Q GE SERV. T 5�0 F E : FA� <E)"' , W J -- ��� UTILITY �,�' I _ ------- -1- -- -- - > dam" p 0 POLE /GELIf R ., O=QQ 1 .00 ! PROJECT LOCATION &SCOPE Z o (D ,�� aENTRA E \, - FROFOSED NEW STORAOE E3U I LD I NO DES I O N ; SITE PLAN & ZONING DATA '� o �0 �lG. 0 DEMO'D �� \ �. z �; 4 ti ASPHALT FENCE STORM WATER MANAOEMENT FLAN FOR STORAOE E3U I LD I NC - Z N PA (GING �� \� °1 w. N/O/F F I LE WITH SOUTHOLD TOWN �U I LD I NO DPRTMNT _-__-- C BUILDING s LL s�� JOHN G. SCOTT, III SANDRALO Ix GENERAL NOTES ,� FENCE O.L.N./5. PU� J. SCOTT 0.1' E. \ ENERGY TABLE ~oLO GUY WIRE ���j' \ 41 HAINLIN ORCHARD ! STRUCTURAL DESIGN CHARTS �- - PRU.IEGT,/ ZCNINC:IATA --- - ------ -- UTILITY '� �0 FENCE W POLE IA' E. TAX MAP # 1000-102-02-22 PROPOSED DEMOLITION PLANS 1" DIA `\ ZONING DISTRICT R-40/R-80 CONFORMING I U P PROPOSED A.G. F CONDENSERS I U �p 6, LLJ GARDEN ` w o, 7J LOT AREA 1.3 ACRES ------ — - - - - -- -----! 3: >r J P oL �' -- -- -- -- 102 .00 PROPOSED FOUNDATION PLAN t 0 4 GHAINLINK CERTIFICATE OF OCCUPANCY Z-28-721, ISSUED 08-22-2002 Q y FENCE PICKET DIA ` . {=ENGE c TREE ¢ r,, GR055 AREA EXISTING PROPOSED `9 GONG. �0 0� .\ A-- 1 05.00 PROPOSED FIRST FLOOR PLAN 4 ' � � U TEPS ,y0' \� BASEMENT AREA 1,07-f S.F. 320 S.F. � i PROPOSED ROOF PLAN NE o, FIRST FLOCK AREA I,O-M S.F. I,OTi S.F. <. UTILITYp ICK POLE 1.2' E \ EXBU LD NGME Y.<. 4 ( CONVERT TO c GOUI�T \ . ��� � PROPOSED EXTERIOR ELEVATIONS RESIDENCE ) i ETER 06 ` ops PROPOSED EXTERIOR ELEVATIONS CO PROPOSED 00N0. � �p� N/O UNDERGROUND LA GING WALK GUY 00.. r — - -—------ CUTGH000E CEMETERY ELECTRIC 4 5 5 � WIRE �� EDGE OF I ,�/� j BUILDING SECTION ASSOCIATION SERV. fi 6.6' tq `� PAVEMENT OF \ OVERHAN a6 �� o o DETAILS UTILITY �, --- -- ---------- t POLE O.L. SLATE LOT,, a ` STEPS UTILITY POLE /GARDEN NYT #537 3o LOT , •_� DETAILS ALT DE5GRIFTION (FOOTPRINT) AREA <�� / PR COVERAGE � I oL / TOTAL LOT AREA 56,163.0 S.F. j t GAS 4j L EXISTING BUILDING 4,081.0 S.F. "1.39b APPROVED AS NOTED PICKET ti�9� � METER ry L ----- -- -- --- — --- �6 EXISTING STORAGE I,0?-7.0 S.F. 1.196 zz p '� __ DATE: ? )B•P,# ���J �� Q �� TOTAL AREA OF ALL STRUCTURES 5166.0 S.F. Ci.2`Yo z FEE: 3•�� BY:- --- w NOTIFY BUILDING DEPAR M AT MA OOLE Op�� * 2 UTILITY U MAXIMUM LOT COVERAGE ALLOWED - 209b 0 COMPLY WITH ALL CODES POLE O.L. U 765 1802 8 IN TO 4 PM FOR THE NEW YORK STATE & TOWN CODES FOLLOWING INSPEG. 'OIVS: ¢ � 1. FOUNDATION - TW( REQUIRED AS REQUIRED AND CONDITIONS OF FENCE ' o: 0.3' N. 0.3' E W FOR POURED CONC' 3ETE I uv . STONE COLUMN 0 �O 2. ROUGH - FRAMING 8. PLUMBING ^i 1,,.n1 n-n�u��CI 6,I�Ir Il�r fi��RD UTILITY POLE 3. INSULATION -5� ��R �. 4. FINAL - CONSTRUCTION MUST ? USTEES LIL #536 _ Q BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE .--- .— N� UTILITY POLE REQUIREMENTS OF THE CODES OF NEW NYT #536 AGGE550RY STRUC.TURE REaUIREMENT5 PROJECT: YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. EXIST. PROPOSED COMPLIES SAC HS R ES I D E N MAXIMUM HEIGHT 22' 21' 21' YES ACCESSORY BUILDII OCCUPANCY OR MINIMUM SIDE YARD 15.0' 24.1' 24.1' YE5 USE IS UNLAWFUL MINIMUM REAR YARD 15.0' 51.01 51.0' YES WITHOUT CERTIFICATE =- 30635 MAIN RD. FULL S I TI= FLAN OF OCCUPANCY MAX. SQUARE FOOTAGE 1200 S.F. 1,07'T.O S.F. I,O-i7.0 S.F. YES CUTCHOGUE, NY 1193; SCALE: 1'-0" = 30'-0" �yy ¢� {�} unit y[ �¢!�y DRAWING TITLE: ,F PROJECT LOCATION & SCOPE Blower door NAPA;Au!o Part: M ;r r SITE PLAN & ZONING DATA Q ar;vacc INSPECTIONS ARE Rroi�iri u and ductwork Autornoti ,, � , r;, Contact TOS Engineering at 765-1560 bcforc o., Oackf€ll,OR Provide Engineer's Cert€`ication testing required. , Vint tho drainage has been installed to Code. �r. �` �. pss 'QriA;'j"? All exterior lighting Must provide Manuals Ba k�m=I�€�=�� I ¢�� ��:-�.�.. PAGE: Installed,replaced or Mu p - � o �•. repaired shall coniForm D,J and S as per1sztr p to Chapter 172, G-001mOC NYS Energy Code of the Town Code F ' Gra u Seafood Go I DO NOT PROCEED WITH it6t t DATE: 09/15/20 1 OF v r FRAMING UNTIL SURVEY' E�ECTnICAL OF FOUNDATION LOCATION • �` r-0_..:.. . HAS BECEN APPROVED, SITE LAYOUT NOTES: r` ' I. THI5 15 AN ARGHITEOV5 SITE PLAN $ IS Foo Distribution Co'ler ; y.. f CFL`-��QR SUBJECT TO VERIFICATION BY A LICENSED Lord'sCupboard SURVEYOR. THE INFORMATION15 REPRESENTED ON THI5 SITE PLAN 15 TO THE `Z` >x 11>1 ARCHITEOV5 BEST OF KNOWLEDGE. 2. SURVEY INFORMATION WAS OBTAINED J•, � .,� ! v �'�.k.•✓1 LJ z'. FROM A SURVEY DATED MARCH 157H, 2001 , - AND PREPARED BY: V-1 NATHAN TAFT CORWIN III 1586 MAIN ROAD ' Santa's Christ.s Q� - _ e JAME5POR7 N.Y. 1114.7 TELEPHONE: (631) 72"7 2010 LOGATI ON MAF r ��-t! N'T5 NOTES SPEC I f I GATI ONS FOUNDATION CONCRETE, AND MASONRY ELEGTRIGAL: E Y I AT I O I`1S a IT 15 THE GONTIRAGTORS RESPONSIBILITY TO KEEF THIS RESPONSIBILITY DOCUMENT BINDER I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM __ APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE TO 2017 NATIONAL ELECTRIC GODS, NFPA 70 AND 2020 NEW YORK STATE To6ETHER AT ALL TIMES. IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF ENERGY CONSERVATION GONSTRUGTION CODE. BD. BOARD --_ INSUL. �ii INSULATION l o SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. - -- -r - ---- -- LLI BFE BASE FLOOD ELEVATION INTERIOR W 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON JI _ J GENERAL 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL COMPLETION OF WORK. BLDG. BUILDING K �i KK P5 (1000 LB5) I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 3. SOIL TO HAVE MIN. BEARING CAPACITY OF(1) TON/50. FT., U.O.N. 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: -- - BM BEAM ; MANU. SPEG.'s !MANUFACTURER'S SPECIFICATIONS � APPLICABLE BUILDING DEPARTMENT. - GENERALLY,VERIFY OR PROVIDE HARD WIRED 2. ALL CONSTRUCTION SHALL BE PERFORP,IED IN A WORKMAN LIKE MANNER. 4. FOOTINGS TO REST A MIN. OF 4'-O' BELOW GRADE, UNLE55 SMOKE DETECTORS w/BATTERY BACK-UP IN: ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING OTHERWISE NOTED B.O. BOTTOM OF MAX. - MAXIMUM A. EACH SLEEPING ROOM STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. _ BOT. I BOTTOM I MEGH. if M-EGHANIGAL 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES B. OUTSIDE OF EACH SEPARATE SLEEPING 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS AREA IN THE IMMEDIATE VICINITY OF B.O.W. BOTTOM OF WALL IN. MINIMUM AND AUTHORITIES HAVING JURISDICTION. @I UNTIL I TIER OF FRAMING IS IN PLACE. THE BEDROOMS (GENERALLY THE HALLWAY) G.J. CEILING JOIST NAVD88 NORTH AMERICAN VERTICAL DATUM OF 1x88 a 4. ALL UNNOTED OR NON-VISIBLE EA5EMENT5 ARE THE RESPONSIBILITY -T, FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. G. EVERY LEVEL OF DWELLING OF THE OWNER/BUILDER (BASMENT, FIRST FLOOR, +s: SECOND FLOOR, ETC.) COL. COLUMN i NYG BG ;NEW YORK CITY BUILDING GODS 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES,ETC. TO BE FILLED CLARIFIED WITH THE ARGHITEG7/EN6INEER BEFORE PROGEEDIN6 SOLID WITH CONCRETE. GOVT. CONTINUOUS ----- -- - O.G. -� ON CENTER Z 0 SHALL BE GLA. DBL. DOUBLE : OCG. j OCCUPANCY = APPLICABLE. DFE DESIGN FLOOD ELEVATION �� ~ WITH THE WORK. q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003, WHEN _ 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL 5Y5TEM SHALL BE MADE UNLESS APPROVED BY THE ARCH ITEGT/Ei`1GINEER. �- PBFE -� PRELIMINARY BASE FLOOD ELEVATION �( p 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE 57RENOTH AT 28 I-- 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS DAYS OF 4,000 P.5.1., U.O.N. DIM. DIMENSION _- -- -- --- W P. GONG. -�, POURED CONCRETE BEFORE THE START OF FRAMING II. GONG. SLABS TO REST ON MIN. OF b" FINE GRAVEL OR SAND WITH D.J. DECK JOISTS PL. PLATE _j 8. DRY WELLS A5 REQUIRED BY STATE AND LOCAL CODES. 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER EA. EACH PLYWD. PLYWOOD q. DO NOT SCALE DRAWINGS, WRITTEN DIP�IENSIONS TAKE PRECEDENCE 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. -- Cfl ELEV. ELEVATION P.T. PRESSURE TREATED J C) 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - - - ------- � `� � Q 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS,APPROVALS, (I) WALL TIE PER (3) 50. FT . EQUIPMENT ! REQ'D REQUIRED Z >: d• . EQUIP CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND UL. APPROVAL 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, EXIST. EXISTING Q Z C•I AND SHALL NOT BE ALTERED OR BE REPIRODUCED WITHOUT hRITTEN MAX. 32'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. ��___-__ _--"_ _ f Ri RISER HE ARCHITECT. EXT. EXTERIOR --" --- - - _ RM. ANP - ROOM LO Im yl PERMISSION FROM T A 15. APPLY (I) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS FROM FOOTING TO 2" ABOVE FINISH GRADE. F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER Q Q .. RESPONSIBLE FOR DESIGN INTENT ONLY. ------__=--__---.__. - --- --- - - ---- -- ---- o Ib. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES FAR FLOOR AREA RATIO JI STL. j STEEL 13, THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. OF 40-F AND FALLING, UNLESS APPROVED BY ARCHITEOVENOINEER. NO --------- -- - LLl CONCRETE SHALL BE PLACED ON FROZEN SURFACES. F.A.V. FRESH AIR VENT � S.N. SMART VENT m 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLE55 SPECIFIED BY FF FINISHED FLOOR - TBD TO BE DETERMINED TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR 5HA_L REMOVE ALL ARCHITECT/ENGINEER. �L ~ RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLAS5 AND LEAVE WORK FF ELEV. FIR BROOM GLEAN. ST FLOOR ELEVATION _-��TEMP GL. TEMPERED GLASS U I8. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND --""-----_- -- W - -- --- - ---------- 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL WHERE EVER APPLICABLE. F.J. FLOOR JOISTS _ - --- THK. THICK C..) OMP .Y WITH STATE AND LOCAL GORES - _ _ � �!-_ = J LIABILITY INSURANCE. ALL SHALL G L AND ORDINANCES. Iq. UNLE55 OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A FOUND. FOUNDATION - I T.O_W. TOP OF WALL --------- -- - - =-_- U J MIN. 10" DEEP PROJECTING b" ON EACH 51DE OF THE FOUNDATION WALL. -- ib. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE: WORK OF PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTIN6. ALL 4" THICK FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD Q CONCRETE SLA THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER BS TO HAVE bxb l0/l0 WELDED WIRE REINFORGIN6. COMPLETION OF PROJECT. r FR. FRAME -- TYP. TYPICAL 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, AS IN 50LID $ SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. Ib" WIDE x 8" FRPR. FIREPROOF U.O.N, UNLE55 OTHERWISE NOTED ] '° ARCHITECT/ENGINEER, AND THEIR A5ENT5 AND EMPLOYEES FROM AND DEEP $ 3'-0" BELOW GRADE. AGAINST ALL CLAIMS, DAMAGE5, LOSSES AND EXPENSES, INCLUDING FTG. FOOTING i VERT. VERTICAL ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF I -- - GLA55 WINDOWS AND DOORS GYP. BD. GYPSUM BOARD i V.I.F. VERIFY IN FIELD THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) 1. ALL OLA55 TO BE INSULATED LOW-E, UNLE55 OTHERWISE SPECIFIED. _ IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO yi INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK H.D. HOLD DOWN w/ WITH a• ITSELF INGLUDIN6 THE L055 OR USE RESULTING THEREFROM). (B) 15 CAUSED IN 2. OLA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER ------------------------ GLEARANGES ARE PROVIDED. _ -- - - -- -- - ' ---- -- - ------ 0, WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE HDR HEADER WD. WOOD CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY 3. ALL SLIDING 6LA55 DOORS, SKYLIGHTS, AND ANY OLA55 UNIT INSTALLED EMPLOYED BY ANY OF THEM, OR ANYONE: FOR WHOSE ACTS ANY OF THEM MAY WITHIN 18" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED CLASS, HNGR HANGER ZR SOLUTION ZONING RE BE LIABLE REGARDLESS OF WHETHER OF' NOT IT IS CAUSED IN PART BY A UNLESS OTHERWISE NOTED. PARTY INDEMNIFIED HEREUNDER. HOR. HORIZONTAL 4. ALL OLA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 MANUFACTURER'S SPECIFICATIONS. BUT NOT LIMITED To FORM-WORK, BLOCK.-WORK, FRAMING, NAILING, PLACING OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR 5, ALL WINDOWS TO BE CAULKED AND SEALED A5 PER NEW YORK STATE TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS,SPECIFICATIONS, ENERGY CONSERVATION CON57RUG7ION GORE. - - -- APPLICABLE CODES AND 6000 PRACTICE. DEVIATIONS FROM THE DRAWIN65 ^ AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN b. PROVIDE FLASHING PANS UNDER ALL SLIDING &LA55 DOORS, WINDOWS, OR INSULATION FIENESTRAT ON REOU I REI" ENTS AUTHORIZATION OF THE ARCHITECT/ENGINEER. ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN b" OF AN EXTERIOR SURFACE. Ig. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWIN65 _-_-- - -- --- _ - 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL ! NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMEN51ON5 AND CONDITIONS SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. 11 PERTAINING ARE TO BE FIELD VERIFIED. PROPOSED DES I CSN ' CODE PRESGRI PTI VE V SLUE � 8. ALL OLA55 15 TO BE FREE OF SCRATCHES AN:7 IMPERFECTIONS. GLASS COMPONENT VALUE G I TA71 ON (PER 2020 N (SECGG) GOMPL I ES 20. CONTRACTOR TO REMOVE 8 RELOCATE AS REQUIRED ALL EXISTING WORK SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. q. ALL WINDOW5 TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH MAX. U-VALUE = 0.32 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S ANOTHER WINDOW MANUFACTURER, IT I5 THE REY"'ON5IBILITY OF THE U-VALUE = 0.25 SPECIFICATIONS, UNLESS NOTED OTHERWISE. CONTRACTOR TO VERIFY THAT THE CHARACT>=;ZI�'TICS OF THE WINDOW MATCH FENESTRATION U-VALUE AIR LEAKAGE = 0.30 GFM/SF MAX. AIR LEAKAGE = 0.30 GFM/SF YES THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE PER 8402.4.3 d TABLE R402.1.4 - CLIMATE ZONE 4 22. PROVIDE FIREBLOCKIN6 A5 PER NEW YORK ACCESSIBILITY STANDARDS. CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY REQUIREMENTS. CEILING R-VALUE R-4q SPRAY FOAM INSULATION MIN. R-VALUE = 4g YES UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS 7" THICK (R=7/INCH) PER TABLE R402.1.2 - CLIMATE ZONE 4 COPYRIGHT PROTECTION ACT OF IggO (AWGPA), WHICH HAS SEVERE PENALTIES. 10. WINDOWS IN TUB/5HOWER ENCLOSURES AND WITHIN 5TAIRWAY5 SHALL BE __ -__- TEMPERED GLASS. I MIN. R-VALUE = 8 CODES AND REFERENCE STANDARD: 7MA55 WALL R-VALUE R-10 RIGID INSULATION ® EXTERICT•: AT LEAST HALF OF INSULATION VALUE MUST BE PLACED AT THE EXTERIOR OF WALL. I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK YES N STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIA_ CODE, 2020 11. EXTERIOR GLAZING SHALL BE PROTECTED FROM REQUIREMEINDBORNENTS DEBRIS. - 2-THICK (R-5/INCH) !PER TABLE R402.1.2 - CLIMATE ZONE 4, NOTE (1) Z GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK MISSILE TEST OF ASTM Elggb AND ASTM EISSb AS MODIFIED BY 2020 NYS BG STATE ENERGY CONSERVATION CONSTRUCTION CODE. SECTION 301.2.1.2.E GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET -----""-- - - W THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR FLOOR R-VALUE �-25 SPRAY FRAM INSULATION j MIN R-VALUE = Ig YES 2 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF " THICK (R=7/INCH) PER TABLE 8402.1.2 - CLIMATE ZONE 4 U ANSI/DASMA 115. WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME _ - - CONSTRUCTION MANUAL BY THE AMERICAN FOREST PAPER ASSOCIATION 12. AS AN ALTERNATIVE TO NOTE #11 ABOVE, WOOD STRUCTURAL PANELS WITH R-10 RIGID INSULATION EXTENDING �';MIN R-VALUE = 10 w/ 2' DEPTH w (AFBPA )AMERICAN WOOD COUNCIL (AWG;). A THICKNESS OF NOT LE55 THAN a" AND A SPAN OF NOT MORE THAN 8' SHALL SLAB ON GRADE R-VALUE 2' INWARDS OF SLAB (R=5/INCH) PER TABLE R402.1.2 - CLIMATE ZONE 4 YES BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE - - _ -- _ - ----- - - - - PLUMBING CODE. PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS COMPLIANCE STATEMENT: PER THE ANGHORA6E METHOD SELECTED IN ACCORDANCE WITH TABLE w 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE 8301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPEGIFIGATIONS ARE IN I-- COMPLIANCE WITH THE 2020 NY5 ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4 [RE]. O MECHANICAL CODE AND 2020 NEW YORK STATE FUEL 6A5 CODE. CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED ON THE BUILDING. 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC CODE, NFPA 70 AND 2020 NEW YORK STATE ENERGY CONSERVATION 1.. CONTRACTOR SHALL INSTALL WATER 5UPPLY, DRAIN, WA5TE, AND VENT (DW) PROJECT: CONSTRUCTION CODE. - --- ------------- - - - - - -- _ _ SYSTEMS TO NYS PLUMBING CODE AND NYS DEC REGULATIONS. 7AE3LE R501 .7 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. CLIMATIC $ C�EOCRAPHIG DESIGN CRITERIA SACHS RESIDENCE ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS GENERAL WIND PROTECTION CONNECTION NOTES: ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION _ GROUND SNOW LOAD 25 LBS ACCESSORY BUILDING CONSTRUCTION;55TD 10-qq AND 2018 SBC: HIGH WIND EDITION WOOD FRAME AND AT BASE OF VERTICAL WASTE PIPES. CONSTRUCTION STRUCTURAL MEMBER ALLOWABLE - I. A CONTINUOUS LOAD PATH BETWEEN FOOTIN55, FOUNDATION WALLS, 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT 1/8" PEP, DEFLECTION ! BASIC WIND SPEED 130 MPH L _ FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. FOOT. 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: RAFTERS HAVING SLOPES GREATER THEN 3/12 j EXPOSURE CATEGORY B W/ NO FINISHED CEILING ATTACHED TO RAFTERS -' 30635 MAIN RD. INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL - DISH WASHER.........................................2 SEISMIC DESIGN CATEGORY B t+ u BE USED IN ACCORDANCE WITH MANU'=AGTURER'S RECOMMENDATIONS. - KITCHEN SINK........................................2" - - ------ " " _-"- " " _ CUTCHOOUE, NY 11935 - LAVATORY...............................................2" INTERIOR WALLS b PARTITIONS H/180 3. METAL PLATES, CONNECTORS, 5GREW5, BOLTS AND NAILS FXP05ED - SHOWER/TUB..........................................2" 1 WEATHERING SEVERE -- ----- DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL - TOILET........................................................3" FLOORS PLASTERED CEILINGS -- L'360DRAWING TITLE: AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. - LAUNDRY .................................................2" - - _ _ FR05T LINE DEPTH 3-O - FLOOR DRAIN..........................................3" GENERAL NOTES 4. WHERE WINOOW5 AND DOORS INTERRJPT WOOD STRUCTURAL PANEL ALL OTHER STRUCTURAL MEMBERS 5HEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE b. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" TERMITE MODERATE TO HEAVY - ---- "---" ENERGY TABLE PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS THROUGH ROOF. EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 j ICE BARRIER REQUIRED YES AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. _ ..._ . -_".__._ _._ STRUCTURAL DESIGN CHARTS 7. PROVIDE FROST-PROOF HOSE BIBS WITH EASILY AGGE5515LE DRAIN - -___- 5. RIDGE 57RAP5 SHALL BE ATTACHED TO EACH PAIR OF OPPOSING DRAIN GOOKS AS REOV. HOSE BIBS SHALL BE PROVIDED WITH BACKFLOW EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 RAFTERS EXCEPT WHERE COLLAR TIPS OF I"xb" OR 2"x4" LUMBER IS PROTECTION. OEXTERIOR WALLS - WIND LOADS H/ FLEXIBLE FINISHES j L/120 LOCATED IN UPPER THIRD OF ATTI ERRC SPACE AND ATTACH TO EACH PAIR OF WITH BACKPROTECTION.CLOTHES HA HERS AND LAUNDRY TUBS ARE TO BE PROVIDED -- ----------------------- - - --- -- -- - -- PAGE: b. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. g. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL STRUGTUR�L DES I C N LOADS G0-0 ` 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48 AND EVERY HEALTH DEPARTMENT STANDARDS AND REGULATIONS. I Ib" WITHIN 4' OF EXTERIOR CORNERS. 10. APPROVAL AND INSPECTION IS REQUIRED BY LOCAL JURISDICTION PRIOR zm00 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED TO CONGEALMENT OF PLUMBING. TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN.BOLT DIAMETER -USE LIVE LOAD 1 1 OF " AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE II. NOTGHIN6 AND BORING OF STUDS, JOISTS, RAFTERS A5 PER BUILDING CODE. f DEAD LOAD! PROVIDED WITHIN b TO 12 INCHES OF EACH END OF F-AC14 PLATE. ANCHOR NO NOTCHING AND BORING OF STRUCTURAL MEME3ER5 SHALL BE PERMITTED BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7" IN CONCRETE/MASONRY NOR ANY POTENTIAL DAMAGESTORAGE - H THEREOF. I' 110 pcf !s) I1 DATE: 09/15/20 2 OF 9 FOUNDATIONS. ANCHOR BOLTS SHALL. BE LOCATED WITHIN 12 OR CORNERS HEAVY fU 250 P sf 145 pcf AND AT 5PACIN6 NOT EXCEEDING 4' ON CENTER. SITE WORK 1 , I. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR ROOMS OTHER THAN SLEEPING ROOMS 40 psf 110 pcf ls) ---�- 145 pr-f 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE IS A DISCREPANCY, STAIRS 40 psf 110 pcf «� INSULATION RECEIVE CLARIFICATION FROM ARGHITEGT/ENGINEER PRIOR TO PROCEEDING. I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED -----p FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL.® �� FOIL TO BE PLACED TOWARD WARM SIDE. 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. GUARDRAILS AND HANDRAILS 200 psf jI 15 psf Ca� 41 STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING -- � SITE. STOCKPILE ALL EXCAVATED MATERIALS. 2. PROVIDE 2 R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION �� ��� WALLS FROM b" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf I 110 pcf fs) � ,j!I, �n 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE 145 cf CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE p FOUNDATION WATERPROOFING. ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT IS UNSUITABLE - FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. BALL 5T'RUGTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH =L^ •: r R- 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: - A5CE 7-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) _7 03 q" R-30 FOR FLAT' CEILINGS 5. PROTECT TREES WITHIN E16HT FEET OF THE BUILDING. - 8.25" R-30C FOR VAULTED AND CATHEDRAL GEILIN65 p) _ON5TRUGTION WHILE NOT REQUIRED PER CODE, STORAGE AREAS WERE CALCULATED 0 - 5.25" R-21 F08 2";<b" WALL CONSTe � - 3.5" 8-13 FOR 2"x 4" WALL UGTON MECHANICAL, FUEL 6A5: CONSIDERING A 250 P5F L.L., AS INDICATED FOR HEAVY STORAGE - 5.25" R-21 FOR FLOORS 1. MECHANICAL AND FUEL GAS SYSTEMS SHALL COMPLY w/ THE WAREHOUSES PER 2020 NY5 BG TABLE 1607.1 !2) - 145 LB5/FT� AND 110 LB5/FT3 DEAD LOAD CONSIDERED FOR NORMAL NYS MECHANICAL GORE AND FUEL GAS GORE WEIGHT AND STRUCTURAL LIGHT WEIGHT CONCRETE SLABS, RESPECTIVELY Q NEW PARTIAL HE16HT _ EXISTING TO BE DEMOLISHEDW WOOD FRAME (L.G. STL. WHEN APPLICABLE) EXISTING TO REMAIN J NEW WOOD FRAME (L6, NEW FOUNDATION WALL Q STL. WHEN APPLICABLE) NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL '-I ® POST FOR 4" WALLS - O WOOD FRAME (L.6. STL. � _j MIN. 2 x6" STRUCTURAL WHEN APPLICABLE) ( ( ) 2" POST FOR 6" WALLS), U.O.N. / ~ NEW 2-HR FIRE RATED 0 I i I I I i 0 WOOD FRAME (L.6. S'T'L. - ----------------------------- -- ---------- WHEN APPLICABLE) ---- ------I r /�\\ T--� - -------------------------- - -- ------------ - ------ -- REMOVE ALL I I \ I BATHROOM REMOVE 5TAIR d REMOVE ALL FIXTURES RAILING DOORS (TYP.) I I Z 11 Q I EXIST. I I I I HALF-BATHuj I I - J 1 1 _J 1 F-----------�1 ,�i 1 d' O ,- II O T) I I REMOVE ALL DOORS I Z >: Cr u i (TYP) J N I I I I 1 Li 1 Ln T-I I r- Ln l EXIST. CLASSROOM I H 8'-0" CLO. HT. I uJ I I I I EXIST. I I I I l VESTIBULE I I U REMOVE ALL WALLS I I W I i I H = J 11 U J j ----------�II I REMOVE j I F� - � I CELLAR I I I I Q i I DOOR I I REMOVE ALL REMOVE ALL WALLS REMOVE ALL L------\-Z-----_J-1 I WINDOWS dE (TYP) WINDOWS I I � DOORS(TYP) � � (TYP) II N I I I I 1 - Irc--�-� --------------z-------sZ--- =--=z-------_= =---=- --- --- ---� --�t --� I - --------� --------�--L----r -- ------- -- ---- -- _______ I II I I I I I I //REMOVEI I II EXIST. I RAMPI I I I I ---- -- ------------------------------ -- -- DEMOLITION FLOOR FLAN SCALE: 1/4" = 1'-0" 48'-0" — - -- ----_ 24'-0" 24'-0" Z w REMOVE 2 EXISTING 2 STEPS O ABOVE U I I W r-------- ----- r------------------------------------ ----------------- -------------'-J--i-- ---- ------------ C----�----------------s== ------------- 1 LuI------- -r--� ------------------------------ -- --------� F- SANITARYr - - ---- -------------------------------------I L L ------------- - - - - -- - -- - -- - - -... . - - - I I I L-- J i Q GUT I REMOVE 8" P.G. I I O REMOVE 8" x 16" P.0 FOUNDATION ON 5"x1b' I PIER P.G. FOOTING PROJECT: I X11 1 I I I I I _ II �� 11 I 1 SACHS RESIDENCE 1 I I 11 11 1 I ACCESSORY BUILDING III p EXIST. rIL� I CELLAR I I I I X REMOVE 4" I I lu ® GONG. SLAB 1 II II II I � REMOVE 3-1/2" STL. I COL. ON 24"x2WAZ' I 1 30635 MAIN RD. 1 P.G. FT6. I I 1 CUTCHOGUE, NY 11935 I I p 11_ _ _ _ __ _ _ _ _ _ _ _ _ _ REMOVE EXIST. _ — — _ _ _ _ _ — _ — 1 I t n I - -- - - - - - -' - - - - - - I DRAWING TITLE: PROPOSED DEMOLITION PLANS 46'-4" I II II I I r ------- n I I F------------ II l I -i- r J I I � � LL O I I I I II I I I I I I I I I N � I I I II I I I Ix ® I I PAGE: in II I I ----F-REMOVE EXIST. lu II I I 15TAIR 8 DOOR 1 I I I II I I I I I I I I I REMOVE 8" P.G. I I I 11 1 1 1 1 1 1 1 1 -1 J.0j.000 FOUNDATION ON 8"x16" I P.G. FOOTING I I L _ I REMOVE 8" x 16" P.G I -------- -- - PIER ------------- - --------- - -- - ------ I I - II - II I L------------------------------------------------ L_—LL------------- -- - - - - - - -I I DATE: 09/15/20 3 OF 9 I L ---T r------------ T- ---- ------------------ -- -----�- -]-------- I----- - ------------------- ------------------- II II II II I REMOVE EX15TINO RAMP ABOVEM. 1 --------------A---- j-------------------------------------- ------- ---------J 74 OF ! � I7DM0LITION FOUNDATION PLAN 5GALE: 1/4" = I'-O" 0EI ` EF?,AL S I I " IE3OL <E I : d _ Q EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT i WOOD FRAME (L.G. 5TL. LLlW EXISTING TO REMAIN WHEN APPLIGABLE) J NEW WOOD FRAME (L.G. -=1 NEW FOUNDATION WALL Q STL. WHEN APPLIGABLE) NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL POST FOR 4" WALLS O WOOD FRAME (L.G. 5T;_. J WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL H POST FOR 6" WALLS), U.O.N. NEW 2-HR FIRE RATED d WOOD FRAME (L.G. STL. WHEN APPLICABLE) Z a ' 2 H FOUNDATION FLAN NOTES Q � O TYPICAL P. GONG. FOOTING 4 WALL CONSTRUCTION: uj • P. GONG. FOUND. WALL AS PER DETAIL UPON J • P. GONG. FOOTING AS PER DETAIL 00 • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR • B.O. FOOTING 3'-0" BELOW GRADE MIN. • 1/2" EXPAN510N JOINT ® PERIMETER OF SLAB (WHEN APPLICABLE) r"I O • AIR ENTRAIN P. GONG. FOR. PORCHES /PATIOS / STOOPS (WHEN APPLIGABI-7) • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET Q Z T-i FOR HEIGHT OF WALL d SLAB (WHEN APPLICABLE) LL W (D � IX � t�2 20"xlO" P. GONG. PIER AS PER, DETAIL (TYP) 0 O O24"x12" DEEP P. GONG. CONTINUOUS FOOTING LLI AS PER NOTED DETAIL (TYP) O 36"x36"x12" DEEP P. GONG. EXTENDED H W FOOTING AS PER NOTED DETAIL (TYPV .) F_- = r J O36"x36"x18" DEEP P. GONG. PAD FOOTING A5 PER NOTED DETAIL (TYP.) ' Q OSTEPPED FOOTING 6 NEW STEPPED FTG. A5 PER NOTED DETAIL TYP. STL. COL.: O SEE NOTED DETAIL AS PER PLAN r O U TURA-SINGLE SPAN STR G 1 MEMBER: 8 STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY ABOVE INDICATED POST/GOL.UMN. OCOORDINATE LOCATION OF OVERHEAD DOOR ABOVE. COORDINATE SLAB I114 THI5 AREA. SHORING NOTE: STRUCTURAL NOTE: PROVIDE SHORING TO STRUCTURAL STRUCTURAL DESIGN OF FOOTINGS ASSUMES CONCRETE SLABS DURING CONSTRUCTION BEAM POCKET (TYPJ A 501L SEARING CAPACITY OF 1.5 TON5/5.F. AS REO'D BY MANU. SPEC.'S. O to m � I1 NEW MEGH. AREA: I -302 6 I. NEW WEIL-MCLAIN 6AS FURNACE; INSTALL AS PER MANU. SPEG.'s � - - -- -- - - -- - - - - - - - - - - - - - - - - --- ---- ---- - - - -- - - -- 2.F.A.I. THROUGH FOUND. WALL 3.FLUE THROUGH FOUND WALT_ I v 0 4.MAINTAIN 30"x30" CLEARANCE IN FRONT OF MECHANICAL UNITS AS PER: NYS MG 306.1 � � - - - - - - - - f-- � - � � � � � � �- - - NEW BILGO 5. MAINTAIN ALL APPLICABLE VENTING _ - J L _ - _ DOOR SIZE G i -5-'z':-- (b. _ CLEARANCES REQUIRED PER NY5 MG 804. I I 3 O I m o 3 ��� _ 6.DISCONNECT, REROUTE, b RECONNECT 4 2 -m PROPOSED m u� I O EQUIPMENT TO EXISTING PIPiN6 AS REp'D I I CELLAR xH L: --1 --- T, TYPICAL MECHANICAL ROOM NOTES: I. FOR WD. FR. FLOOR - PROVIDE I/2" GONG. BD. BY urs 'DUROGK' (OR EQUAL) I r 5 A-o 1' 1 •' I 13 m 2. FOR WD. FR. GLC. AND/OR. WALL5 - PROVIDE (1) LAYER OF 5/8" TYPE "X" GYP. $D. UL U505 (OMIT ON I 1 -^�'"� '7 - CONC. WALL5) I I I p . 3. WHEN NEW, INSTALL FURNA:.E/BOILER AS PER MANU. NEW WIOxl2 A5� 5PEG.'s AND AS PER NY5 MECH. AND FUEL GAS CODE Q 5TL.DROPPED 6M. 4. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED THAT I I I N �-� IT CONFORMS TO NY5 MECH. AND FUEL 6AS CODE -I Q ttuu� - - - �- l 10 O Z 5. COMB. AIR VOLUME AS PER MANU. 5PEG.'s - PROVIDE I I ALIGN SLAE�S O aro b 11 w FRESH AIR INTAKE FROM EXTERIOR N 00 6. MAINTAIN OR PROVIDE FUfZNAGE/BOILER ELECTRICAL EMERGENCY SHUT OFF SWITCH NEW 6" THK. GONG. _ zz NEW 4" THK. REINF. O U 7. FOR 6A5 SERVICE, PROVI:DE OAS SHUT OFF SWITCH I SLAB ON GRADE I I a �L- �j P. GONG. SLAB w/ 8. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER w/#3 REBAR ® ! 0 w 6'x6 -10/10 W.W.M. N CLEARANCES AS PER CODE I I 24" O.G. GRID r p - 1 fr u q. PROVIDE 3" FLOOR DRAIN b CONNECT TO EXISTING I I - War a 2 SANITARY SYSTEM A5 PER NYS PLUMBING CODE w v� 14 w CLOSED P. GONG. STAIR I z 3 _ _ _! NEW WIOxl2 Ase A-301 p Q 12 5TAIR-5 SHALL HAVE MAX. 1-3/4" RI d MIN. 10" Tr, AS PER I I - I5TL.DROPPED E M. DETAIL. -rF PROJECT: i 5 SACHS RESIDENCE 4 2 I I Q ACCESSORY BUILDING - 4 - I 7— Ll 30635 MAIN RD. L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- --- --- -- -- --- -- -- CUTCHOGUE, NY 11935 6 m Q DRAWING TITLE: Q PROPOSED FOUNDATION PLAN M.O. PAGE: AM SIR 14 FROFOSEr�) FOUNDATION PLAN If lk—10 0 0 0 520 S.F. OROSS AfREA SCALE: 1/4" = P-O" DATE: 09/15/20 4 OF 9 C. 10 aa_ "G1. , 0374nC� ,r . 0E NERAL 5**"r��50L <E*"'r : Q EXISTING TO BE DNEW PARTIAL HEIGHT EMOLISHED — E WOOD FRAME (L.G. STL. W WHEN APPLICABLE) I2'-0" l0'-6" 10'-6" l0'-6" J EXISTING TO REMAIN NEW WOOD FRAME (L.G. =-i NEW FOUNDATION WALL 5TL. WHEN APPLICABLE) O Q NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS _O (MIN. (2) 2"xb" STRUCTURAL 2 J WHEN APPLIGABL.E) ". J P05T FOR b" WALLS), U.O.N. NEW 2-HR FIRE RATED WOOD FRAME (L.0. STL. 3 6 0 WHEN APPLI,ABL.E) 1 a S iv a I I I 1 4 -- Z ALIGN SLABS FLOOR Pl_AN NOTES I I I I I / \\ z --- - - z \\ LnQ Q O DOOR NOTE: ISELECT I. DOOR TYPE TO SELEC f NEW VERGO PLB 22 6A. STL. CORRUGATED EW VERGO PLB 22 6A. 57L. CORRUGATED \ / 2.INSTALL AS PER MANU 5PEC.'5 DECKING (OR EQUAL) w/4" THK. REINF. IDECKING (OR EQUAL) W 4" THK. REINF. \ / I J 00 3.PROVIDE (2) 2"x8" HDfZ., U.O.N. STRUCTURAL LIGHT WEIGHT GONG. SLAB I I I STRUCTURAL LIGHT WEIGHT GONG. SLAB _ _. - �/__-- —J 4.SEE PAGE 0-003 FOR ALL OTHER FRAMING z CD ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. Li A/G NOTE: NEW CELLAR S N 4 N NIS ACCESS PROVIDE Z O I. NEW AIR HANDLER B DUCTWORK - 0Itu MILU 0I� mIU IO BILGO DOOR Z 2.ROUTE COOLANT LINE A5 REO'D FROM A/C GOND. 0 Q �A Q I Q m W N J A/G CONDENSER: IQ I s �w �l �° NW vi X 0-I. PROVIDE NEW A/C CONDENSER xI°- xIIL l(L x1I Lo 2. SIZE CONDENSER BASED ON NYS MEGH. CODE. SIV 31� PROP. STORAGE113 ~ 3. PROVIDE PROPER TONNAGE TO ALLOW FOR COOLING K Q 3:0 Q UNHAB1TABLE Q IQ 3 OF ENTIRE GU. FT. tH 4. INSTALL CONDENSER ON GONG. PAD _m zI NEW b THK. GONG. zI CONDITIONED SPACE zI z) 4 SLAB ON GRADE W I I z W#3 REBAR ® 1 ( ( NEW 6" THK. REINF. P. O 10 I 24" O.G.GRID GONG. SLAB ON VERGC) -302 I (BELOW) I I I PLB 22 GA. 5TL. CORR.,O 10" THK. REINFORCED P. GONG. WALL A5 DECKING (OR EOEO.) U PER DETAIL (TYP.) X I I I I I (BELOW) O W H o _ PROPOSED , 4 20"x10" F. GONG. FIEF: AS PER DETAIL (TYP.) `9 3' 6" x 10"-0" tl1 MAN DOOR ^ I II I ( m O PARAPET WALL AS PER DETAIL (TYP.) aLu Q 4 z E 1 PROPOSED 10'-0"x 10'-0" I I I xi O PARAPET WALL SCUPPER - OVERHANG DOOR BY RYTEG ., 7L41 zT. I. ..... GUTTER HIGH POINT (TYP.) N --- NEW L8----- - `. O O NEW 4"x3" ALUM. DOWNSPOUT (TYP.) PROPOSED CUSTOM OUTER BARN DOOR SHORING NOTE: IK!PROVIDE SHORING TO STRUCTURAL < BEAM POCKET (TYP.) CONCRETE SLABS DURING CONSTRUCTION AS REG'D BY MANU. SPEC.'S. GAS METER: PROVIDE GONGRETE 10 RESET EXIST. GAS METER REGULATOR/VENT APRON TO GRADE STRUCTURAL LIGHT WEIGHT CONCRETE NOTE: REMOVE UTILITY NT WHERE STRUCTURAL LIGHT WEIGHT CONCRETE SPECIFI AS PER NYS MECH. COOP_, FUEL GAS GODS, ED, STANDARDS. GAS METER:SHALL BE POSITIONED 0 GRADE CONCRETE DENSITY SHALL NOT EXCEED 110 LBS/FTs. II NEW 5'-0" x 4'-b" CONCRETE STOOP FROPOSEl7 F I RST FLOOR PLAN I,0-7-7 S.F. OF,055 AREA SCALE: 1/4" = I'-O" z w O U < /(iYPJ 8 i Q 8 (TYP)\ w b b 12 PROJECT: ' A-30 SACHS RESIDENCE ACCESSORY BUILDING o o o 30635 MAIN RD. CUTCHOGUE, NY 11935 NIEW 4" THK. FZElNr-. Q'�+ NEW 4" THK. REINF. N / STRUCTURAL LIGHT WEIGHT - Ul STRUCTURAL LIGHT WEIGHT - 0) w P.GONG.SLAB ON VERCO W F. GONG. SLAB ON VERGO w DRAWING TITLE: PLB 22 GA. STL. CORR. =p PLB 22 GA. STL. GORR. v DECKING (OR E0.) DECKING (OR E0.) PROPOSED FIRST FLOOR PLAN PROPOSED ROOF PLAN R� IL CL Q[L 5 PAGE: Ao ■ ooa s DATE: 09/15/20 5 OF 9 -�E.D AR�',� � 2`� FROFOSEr�) ROOF PLAN o f 1,0-7-7 S.F. GROSS AREA SCALE: 1/4" = P-0" Q ujw J Q O � J J_ ; N O ' a. 'Z O 22' MAX. HEIGHT JL F- .. PROPOSED RIDGE HEIGHT Q ELEV. +21.0' UJI 1 ` z � � Jho ( i z >„ RECLAIMED BARN HOOD ! [ ? W 51DINO EXTERIOR ILL 1Lo Ix TA Lo Lu Lu Q 111111 IIIHHH ,j E ( I Ir NEW BARN DOORS PROPOSED FIRST FLOOR ELEV. +15 SOUTHNEST ELEVATION (FRONT) Sr,ALE: 1/4" = 1'-0" ' z w O U W Li.l F- 22' MAX. HEIGHT Q 0 PROJECT: f SACHS RESIDENCE I ACCESSORY BUILDING I 30635 MAIN RD. 1 CUTCHOGUE, NY 11935 E 1 i o DRAWING TITLE: � N PROPOSED EXTERIOR ELEVATIONS 3 f E` I 1 I � 3 I I PAGE: I i ! A-;I € { f ' I i PROPOSED FIRST FLOOR I 1 ELEV. +1.5' ----�� i 3 �--- ' DATE: 09/15/20 6 OF 9 SOUTHEAST ELEVATION (fid I OOT SIDE) A&C -4 M• p ecl SCALE: 1/4" = I'—O" �� �O`�X51' O�?o .L � n e � roc 37 Q , w w J Q J J 22' MAX. HEIGHT — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — - Z { PARAPET WALL 50UPPER Q Q w J I I J 00 I d. I b" ALUMINUM &UTTER Z rq j z NE J RECLAIMED BARN WOOD L' w (D I 51DINO EXTERIOR Lo = Lin O � O � ( ( w I 3 i ILI NORTHEAST ELEVATION (REAR) SCALE! 1/4" = 1'-0" 1 i2 z w O U Lu 22' MAX. HEIGHT - - - - - - - - - - - - - - - - - - - Lil F- Q O VVV PROJECT: i I SACHS RESIDENCE i I ACCESSORY BUILDING 30635 MAIN RD. E CUTCHOGUE, NY 11935 DRAWING TITLE: 1 I I PROPOSED EXTERIOR ELEVATIONS i I PAGE: 0 A01kELEV. +15402 PROPOSED FIRST FLOORMilli _\` i 1 DATE: 09/15/20 7 OF 9 NORTHNE5T ELEVATION (LEFT 5CE) SCALE: 1/4" = 1'-0" ,tt�Ft i�A "�, 03740'b'' /3/4®'b ©FN 2'-0" LAP (TYP. BUILDING SECTION NOTE5 (L ---------- 2:2' MAX. HEIGHT Q FROM EXISTINGO W TYPICAL P. GONG. FOOTING S WALL CONSTRUCTION• a NATURAL GRADE • P. GONG. FOUND. WALL AS PER DETAIL UPON I II NEW GONG. WALL -\ . P. GONG. FOOTING AS PER DETAIL W �I ELEV. +21.0' • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR J B.O. FOOTING 3'-0" BELOW GRADE MIN. I • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN Q _______ --- I I� APPLICABLE) _ _ � 8 12 AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS PROVIDE 3" (MIN.) GONG, COVER PROVIDE AT LEAST (2) #5 - I STOOPS (WHEN APPLICABLE) OF ALL REBAR WITHIN P. GONG, VERTICAL REBAR AT THE I I II MASON TO ACCOUNT FOR FINISH STONE ON THIN SET FOUND. WALLS P. GONc:. FTG'S. Ij 51DF-5 OF ALL OPENINGS I I I1 iI r FOR HEIGHT OF WALL S SLAB (WHEN APPLICABLE) J aII ° #5 REBAR(T'I'P.) Q II a #5 BENT 0. I I I I 10 q 10 O 24°x12" DEEP P. GONG. CONTINUOUS FOOTING 0 AS PER NOTED DETAIL (TYP) 11 m REBAR (TYP) Oi i j I I I I < 11'"., #4 HOR. CONT. REBAR ® 36" O.G. I I I I tt #4 VERT. CONT. REBAR ® 36 If. a' (51"AGED VERTICALLY) I I I I p 1 v: 36"x56N12" DEEP P. GONG. EXTENDED FOOTING Z O.G. (SPACED HORIZONTALLY) l0 II "• I I i -•' II`If '. VERTICAL� � VERTICAL RECLAIMED I I I � BENEATH P. GONG. PIER, SHOWN BEYOND (TYP) 0 ; BARNWOOD 51DING I I Q zZ 6" THK. REINF. P. GONG. ` I i I P. GONG. EXTERIOR WALL O Q 36"x3b"x18" DEEP P. GONG. PAD FOOTING 11 •: A5 PER NOTED DETAIL (TYP) m SLAB ON GRADE <II (MIN. 4,000 PSI) I 4. I a a W 2"x4" ACO GIRT5 ® 24" O.G. - TYP. 5TL. COL.: #3 REBAR ® 24" O.G. UPON_ Q. I I w N #3 REBAR # 24" O.G. (GRID) (SPACED VERTICALLY) - i w • .°. O SEE NOTED DETAIL AS PER PLAN J � i'<' •`" CORNER CONNECTION 0 _� PROPOSED 2" THK, RIGID K,2" THRIGID z - STORAGE v Z � 0 DRY IL ' I II 114,. ..•' II INSULATION (R=5/INCH) I-6 I INSULATION (R=5/INCH) CELLAR SLAB: OO b"4" THK. REINF. P. GONG. SLAB w/b"x -10/10 W.W.M. UPON v • R PON �, MIN. VAPOR BARRIER U II <" z z 4" THK. CRUSHED STONE Z �. �I RUB-R-WALL EXTERIOR .• WATERPROOF I N6 -- - -- ------- I #5 REBAR (TYP.) 2'-0" LAP Q Z T - < a a" a II < ASPHALTIC MASTIC DAMP (TYP.) FIRST FLOOR SLAB (ABOVE CELLAR): w N A•'' PROOFING TO EXTERIOR r- - O W (D t�E III • G -O MIN. ) 4 •r Illi �< ? VERGO PLB 22 GA STEEL CORRUGATED DEGKIN LL � a I (OR EQUAL) w/b" THK. REINF. P. GONG. SLAB w/ Ln m TA -------- 6"Xb"-10/10 W.W.M. AS PER DETAIL • 4" THK, SPRAY FOAM FLOOR INSULATION (R='I/INCH) _ 0 J O Ib MIL POLY I �'Il1 O" I I I _ ______ --MOISTURE RETARDER" I Z - .° GRADE NEW FIRST FLOOR 7 1 I ! - - I I ------- b" THK. GRAVEL BASET 11I'a r --------� • ROOF SLAB: ELEV. +1.5' I I O VERGO PLB 22 6A STEEL CORRUGATED DECKING W --- _ I _ --------� --fl-------- � Ilt< I �---- I (OR EQUAL) w/4" THK. REINF. STRUCTURAL LIGHT j -J Illj 1 I I III I WEIGHT (110 LBS/FT5 MAX) P. GONG. SLAB w/ •.. •L: c:'✓.:.,.,,,.ya,a:u;:N',,.::.:_.,h,; �_".moi✓:...:P-ti .c... ",..F;,,..,,,:f::.5<::.:.,_:z.dw^,.ad 2:.:-w;:Y;Lz./w, ..5:.i P. GONG. FOUND. WALL- E III I,a Ip-" z t„NEW::>, r - -, is I ..L..I T° THK( SPRAY FOAM (INSULATION (R='7/INCH) V (MIN. 4,000 1-51) € w 1111" I I I II I ~ I I --------- = L--�- I I-I I #4 HOOKED V,°RT. E III Q GONG. q 10 f THK. GYP. BD. UNDERSIDE;PROVIDE STEEL W ------" REBAR ® 36" O.G. z I I I I Q STAIRS G-CHANNEL FRAMING AS REQ'D TO SECURE 1- ( I -_- I� 'a• - � II II �1,I " O Q^ I I I F9 I G STEEL BEAM PER PLAN U#4 HOR. CONT. REBAR Io TOP S BOTTOM OF11 i - - PROPOSED 1 { WALL (2 TOTAL)-- I I J o I I Ili #5 BENT IIII I I CELLAR w i Q _ I I - ( ! _ - ®.I .,'� ._ - I REBAR (TYR) _.. . , - - P. GONG. CONT. FTG. II , .° I O I I I I ___._ _.._ I I ( -III- z I ( z Ip EMBEDDED 3x3 WELDING ANGLE (MIN. 4,000 PSI) ( N I I a., EXTERIOR WALL CONSTRUCTION: l ! Ii II I I I-III : (3) #5 HOR. CONT. REBAR- a I. I I 3 F:1 !"," II VERTICAL RECLAIMED BARNWOOD SIDING UPON 5 6 2 z ":.Y I : 2"x4" ACO 61RTS ® 24" O.G. HORIZONTAL - __ ( <' O _-•j 2" THK, RIGID INSULATION (R=5/INCH) RAIN5CREEN .•. RUB-R-WALL WATERPROOFIN6 PROV. CLEAN-, - COMPACT FILL P. GONG. WALL AS PER DETAIL 1 I i � -I ROOF CONSTRUCTION: - I i Ia I� �I _ I f-. lI�-I 1 _III-I I_ III •° • :' . .• _I 1=I I I1 1 I_ •°•. .. . .• I=III-_._i I I=-1� r�,_-, ,`;_.� '•. I W= , 2'-0" Mil-_1 ( 1_:_111 ( Ii- O : - 'T' CONNECTION 12 PROVIDE " i O' PITCH TO PARAPET SCUPPERS $ GUTTER -� • APPLY WHITE DUROLAST EPDM ROOF MEMBRANE (OR I 4 3 3 2 EQUAL) TO ROOF SLAB; INSTALLATION, LAPPING OF A-sol A-301 SEAMS, AND SEALING OF EPDM MEMBRANE AS PER MANU. SPEC.'S SLAE3 ON O RADE DETAIL � REE3AR OVERLAP 17ETA I L S GT I ON � / �-3O I PERIMETER DRAINAGE SYSTEM: 13 4"� PERFORATED PIPE WRAPPED w/FILTER FABRIC S SURROUNDED BY 2 S.F. A-301.00 SCALE: 5/4" = I'-O" A-301.00 SCALE: 5/4" = P-O" GROSS-5EGTIONAL AREA OF &RAVEL SCALE: I/4" = I'-O" PROVIDE 3" (MIN.) GONG. PROVIDE 3" (MIN.) -':ONC. PROVIDE 3" (MIN.) GONG. COVER OF ALL REBAR WITHIN COVER OF ALL REBAR WITHIN COVER OF ALL REBAR WITHIN P. GONG. FOUND. WALLS, P. P. GONG. FOUND. WALLS, P. 4. P. GONG. FOUND. WALLS,P. GONG. FT&'S S P. GONG. PIERS <II-11 II " ' GONG. FTG'S, $ P. GONG. PIERS , II a"II;` 1 Ii IP it • ' GONG. FTG S, $ P. GONG. PIERS PROVIDE 3" (MIN,) GONG. COVER PROVIDE AT LEAST (2) #5 `• 11,11 : 41• ° - tl a" .'"II a 1611 : �I• OF ALL REBAR WITHIN P. GONG. VERTICAL REBAR AT THE II it """ 11' e •II II !I Jt FOUND, WALLS S P. CONG. FTG'S. "I SIDES OF ALL OPENINGS II II II 11 < II II it a 4 •" II.". •.-, 10"x20" P. GONG. PIER I I -I I ' •I k<" a , I 10"x20" P GONG PIER �I < � •" I ';. 10"x20" P GONG PIER II II II I II 11 POURED MO*iQLITHIGALLY 111 ' POURED MONOLITHICALLY- I!� POURED MONOLITHICALLY II ., nll " ' IIh, . rill 1M 11 #4 HOR. CONT. REBAR ® 36" O. w/ P. GONG. EXTERIOR WALL rill 41n ` 4 w/P. GONG.EXI-LRIOR WALL w/ P. GONG. EXTERIOR WALL y 11. III. IU1. 11 III P" a• 1111 . fill, Illi 11 ; ' #4 VERT. CONT. REBAR ® 36" I P. GONG. EXTERIOR WALLS a a P. GONG. EXTERIOR WALL S all ' (SPACED VERTICALLY) Illi : 1111 1111 lilt II O.G. (SPACED HORIZONTALLY) 10 a ° , Illi Illl II AS PER DETAILS IIII Ipl,< P. GONG. EXTERIOR Illi.Ipl II AS PER DETAILS 1111,1116.,". If 'a °IIII•-- �, e IIII WALL AS PER IIII"-Illt IC ". If VERTICAL RECLAIMED IIII Jill IIII IPI 411 VERGO PLB 22 6A. STEEL (4) #5 REBAR ® :+ IIII IA1 „� < (4)#5 RESAR ® DETAILS (BEYOND) (4) #5 REBAR ® < a BARNWOOD SIDING 1111 IIII 1111' 1111 • 1111'1111 II CORRUGATED DEGKIN6 (OR EACH PIER Z-Il ., EACH PIER < ri Ii a z EACH PIER zIf llil EQUAL) w/b" THK, REINF. P. GONG. II P. GONG. EXTERIOR WALL JIII*1111 . II : a IQI . ' �� Ike' IIII"IIII SLAB; INSTALL PER N'ANU. SPEC.'S <'.a11' m (MIN. 4,000 P5I) IIII 1111¢ ri I( I I 2"x4" AGQ GIRT5 ® 24" O.G. 1111. 1111 N"I I P. GONG.SLAB AS PER l y 1, m, IIIA N 1111 fill tV, I I ' III 1111 ,m -• fll a :IIII IIII !BI'- 6"xb"-10x10 W.W.M. BETWEEN 1" a ' (SPACED VERTICALLY) II - PLAN S DETAILS I IIII ° 7J/2:1 III fill ' ' I�. z �,I/ III'.IIII °. a III -®a CENTER S UPPER ; OF SLAB 11" : 2/2 IIII Ibl r It• IIII IIII<° Ipl fill a w SECURED IN PLACE DURING POUR Ila �• 2" THK. RIGID II"; < IIS S •< -II ,�• � II INSULATION (R=5/INCH) If I - ' A" II I if, °I �t a ' Il <- a ,A < . ® IV - - - RUB-R-WALL EXTERIOR II<. II >. •.. „a`"y,', K >.y.• • ' <'>:x- 1, 1 IIII' a< U a tF �x �.'°. .�r. > Iib WATERPROOFING •,1I II ".,:`. ._.,k.: m:.,' Yx, s'v,v:,� :z.. 11 <•"I1 iII w _ � '- • II 11.<' � � ' � a �• < . . ° 1111. °. . ®°`I I ,1. IMF a.911, . � I I J I 'I 1 < I .. - III" FLOOR INSULATION AS ll a Al III FLOOR INSULATION AS I I I " PER ENERGY TABLE °i l 1° IIII < Lu111" FLOOR INSULATION AS 11 11 II I : _ PER ENERGY TABLE I I Illt,a -if IIA. IIII I ".a 1t II '. Il ; IIII y, FLOOR INSULATION AS IIII PER ENERGY TABLE it <II IIII 11 - <;II EMBEDDED 3"x3" CONT. I� )1 A,< .. I WELDING ANGLE PER ENERGY TABLE z 41111 II 11 "III GRADE STEEL BEAM POCKETED 1h 11*"� 11 11 I GRADE IIII : 1I4.. 11 a III INTO PIER AS PER PLAN 11 . a . Il fl- II III . 11 1 STEEL BEAM POCKETED 119., I1 IIII - - ' ..I1, ;.<-m ,a•11 I I I I IIII •' PROJECT: EMBEDDED 3x3' CONT. - 1 . . WELDING ANGLE $ "IIII INTO PIER AS PER PLAN II II I BEAM POC<F-T. FILLED SOLID ,< II • IIII' g GRADE IO <II II ' IIII. ,® ___ _ w/NON-5HRINK &ROUT a JI 11 IO 911 : -11 IIII _ I _._ W. 11' uI'�- - I'-5" °< I1 I ol1 SACKS RESIDENCE ,•� '. �iil _ 11 j1 11 a s _ . .II. II .. II ' 11 if< ' II 11 =r .il 10"x20" P. GONG. PIER ll< ' " •mll 10"x20" P. GONG. PIER If ' Il ;a .": _ ACCESSORY BUILDING Itl 10"x20' P. GONG. PIER II'..' Il.s II. < II If 11 { < UII° POURED MONOLITHICALLY POURED MONOLITHICALLY d < POURED MONOLITHICALLY I I 11 _ II II < 1 Il; J I I I' P. GONG. FOUND. WALL I I" I' r w/ P.GONG.FOUND. WALL "°I I. "° I I w/P. GONG. FOUND. WALL f l 11'< I� ' jl dl. II, ° 114 °` il" II it .IIs a I. . O _ - II ASPHALTIC MASTIC JF I - II II I: - "'"�I ;P •4" 'a '11 P. GONG. FOUND. II 11 < 'I': 30635 MAIN RD. DAMP FROOFIN& TO a 'I1 1� II'° " Ij < II,< :+ •Ila`• WALL AS PER I1" II a `;II °`° EXTERIOR 114 II .<i� I`. I tl' II DETAILS (BEYOND) II 91`' II 11 11. Il� . ''•_ : a: I1 'I I'. 'k�• _ CUTCHOGUE, NY 11935 <.a P. GONG. FOUND. WALL I j<" j l- ! E - I I j- e. ; I I` P. GONG. FOUND. WALL _X_ AS PER DETAILS II IL II 11 ;a- a Ilea AS PER DETAILS II ll.a , 11 �I e Q a Ii all a 11 .:1I•. li a1I< I 11 If #6 HOOKED VERT. 11 11 11 4' 11 n a I' BUILDING SECTIONS REBAR ® 25" O.G. II 0 (4) #5 BENT REBAR ® II 11. II$' ' (4) #5 BENT REBAR ® a I� -m II (4) #5 BENT REBAR ® II 11. a" ,"II°''4. I EACH PIER II : II ." , I EACH PIER ".11 ' .. 11` EACH PIER II = 1 a . I DETAILS °1I II II ".. 11 I1� all II < l , i z- �I' 'ra < . ' 11,. ' rc11 II < ql z e" 'I J 1 " a Il 1j ^, 11a . A 36"x36"xi2" DEEP II d 11, II 11 a� I1• - �_; " I EXTENDED P. GONG. FTG. l k a < ' m r Oj- P. GONG. FOUND. WALL 11- - a• I I I j" j i < I (MIN. 4,000 PSI) IL'_ 36"x36"x12" DEEP Ip` 11 II - I m POURED MONOTLITHICALLY i < < C 36"x3b"x12" DEEP 1 -��' I w/P. GONG. CONT. FTG. II 11 EXTENDED P. GONG. FTG, 11 I I a I •. -- < I - EXTENDED P. GONG. FTG. 11 1 a " .. '<," 11 j1 II ` • it II I' I PAGE: #4 HOR. GOVT. REBAR ® •"1 �-< "a -Oi - POURED MONOTLITHIGALLY � 'll All (MIN. 4,000 PSI) 11 .4 . '�" •II' ; POURED MONOTLITHIGALLY 11. IP: -.. I TOP, MIDDLE THIRDS, S a `. :II " ' w/ P. GONG. CONT. FTG. : - :II ° ; ;- * 1I w/ P. GONG. CONT. FTG. i� 11 BOTTOM OF WALL (4 TOTAL) a II." I (MIN. 4,000 PSI) Ir if" '<II I Il a a1P (MIN. 4,000 PSI) 114 it a II m' - I I a 1 < •all4 I <•1j. .. < 11 � II il< ..all, - (4) #5 HOR. REBAR UPON (4) #5 5m 1I <.a . , II -.II ` II i 11 1 I HOR. REBAR 05 TOTAL);NOTE THAT 11 a °.-• .<I l- (4) #5 HOR. REBAR I I I < P. GONC;. CONT. FTG. '1 ! I Afflk '-30 :1m00 (4) #5 HOR. REBAR m a.. Oil "II IIs (MIN. 4,000 FSI) SII ° 0- -- ABOVE CONT. HOR. II aII~ IIS (3) HOR. (3) OF THESE, PIECES ARE CONT. �l 1 ABOVE CONT. HOR. II 4 II lly (3) HOR. REBAR ® EXTENDED FTG. 11 d"I I a.i ,' CONT. REBAR REBAR FROM THE CONT. FTG. '1j q< Ila - REBAR® EXTENDED FTG. 11 "•I I " , " CONT. REBAR, (3) #5 HOR. CONT. REBAR .II a." 1 (1) ADDITIONAL #5 HOR. II 11 �I a I (1) ADDITIONAL #5 HOR. II 11 < d P.GONG. SLAB A5 PER ) 1 DATE: 09/15/20 8 OF 9 II. ! E . .. III 4" THK. P. GONG. SLAB jl REBAR ® EXTENDED FTG. ' � m11 <a j PLANS DETAILS :,II <• " ,I REBAR ® EXTENDED FTG. Ila, j1 a ally aA II I1- " < II. . .,If -�- - II It., < 11•: b"xb"-10x10 W.W.M. BETWEEN I � ®r'. -a•< r< •-_ I � o „��„�� --O.-v- o o- 0 0 -6- o � GI I A- '.e�..• .,I I p _ ps' "p:a"• p p- .o- -o - 1 j I I t",<•. GENTER $ UPPER � OF SLAB SECURED IN PLACE DURING POUR �. -< �..� 7t✓t ^tl G.-9�" "L-.�` �� _ - c=J a LL- n, P. GONG. CONT. FTG. - < a < ' A LS = _........ ��r to 1! I 1 0 . . O S PER DETAILS < O �2� ✓: ✓ a" --�a - ---- - "' 4 4. (BEYOND) -- -_--- _=_- - ' '�;a �` '' � q.r a r < Jl' .a _ 4 .j a < •• -=--J_--J_._•.:.ti.=�.k, �at _.., _.. i i _._,..__ _ a•.< T - I MF. . M. F,`"e•. 417 6 MIL POLY - -.MOISTURE RETARDER- � Y.�' -6'y Vim,',�, 4" GRAVEL BASE 1cl PROV. GLEAN • -p 037406 r • COMPACT FILL - 1 2'_p" t� ?L OF N��, CELLAF: FOUNDATION MALL DETAIL 4 G0NGRETE F I ER w/ STEEL E3M. DETAIL GONGRETE F I ER w/ STEEL 5M. DETAIL � � CONCRETE F I ER DETAIL A-301.00 SCALE: 5/4„ = I -O I,SCALE: 5/4 = I -O „SCALE: 5/4 = I -O _-� -Y - SCALE: 5/4" = 1'-0" A-301.00 A-301.00 - OI.OU Q P. GONG. SLAB PER #4 CONT. HOR. REBAR;COORDINATE P. GONG. SLAB PER PLANS 8 DETAIL LOCATION d OVERLAP w/CONT. HOR. PLANS 6 DETAIL uj REBAR IN FULL-HEIGHT CELLAR WALL LLj J vv @. .. a. ° �'L'----^$— ._{__.�.fi_--�'--Y=—_—i—�y-------�=��—�--A ---- J------7T_---'@'—�__�''---=--g _ --4-- --11 + *. IIA' a a * * q a -.I all + < * ------ II *a -- ---�-- _ *- - - - -! __--=--'-=-- --= - - - ----- -- - ___-__--_____ ___-_` ___________------�- -� ------------- - #OVERT REBAR �_- = 1=- _`------ F' -,-=--- --------- �1 =--- ----- -.------= -- J 1j T a = a , , < d.� @ a. 4 @ I 'A ' @ z 'a� .. 0 ® 36" O.G. E11• " I111 . < a, @ , „ @. < < °H a. a' t ' II—* 4 4 - a 11 + . a II. @ @.a.. * n . 4 I1 ” , @.+ - :11 , I L x"11 11 °. •, 'd .. @ '+ Ila ' •. ,II < ` as ., .a. II a` . , ° < <' a•" 11-@ a. a A 11 @- a Il II #4 CONT. HOR. REBAR 4° ' , .* ,@ a ° .. ' a' • ••' ' :4 *@ +� a�" 'a,11•. ; II •. ,, ... s ii . . '@ . II .• °�' Q, °'411 @ .@p a ® ,+1I • . , p A ':b. _ e d l a x.11 4. .. • X11 a�l * 11' . °' 4 e* n I I I L 4 - Z 4 • `:..- % 11 *� .. it "* ® a" I1'a'+a' . * <. II 8 3/8" H.D.G. LACI (4) 11 ii <d 4 .. GRADE = BOLTS (PREDRILLED) _ II : a�.11 @ 4 a. A a. . STEEL BM. PER PLAN * 11.aa' :.:• . 4 •• e " @ " 41 lL' n : + + 1j Al @'• < .d 11 @ Ila .*a a. °a * dI b.a a °° . '` @11.' s' 4+ ' 11 P. GONG. FOUND. WALL-/ a 1 r� 1 . A'11 @ + A,< - - - - - -- -- =4= - - — � I It (MIN. 4p00 P51) zlI II < II + JI ' a a'. 11' . II �'.. -- -- — — r — — — — — 4 4 + a e. W II -- \ / J < as a + 11 d ' . < d ...a ' ' .@ < ...a - .*,' a 11 CJI• a� * * a 11 A �-lkaa sA_-_- --. .. • Y . , a a a dam_ __ ___�_.,,1___b___•_______ _ ___,,__ __ �• , 00 ° @+� a � '� •< A @ db a .' * �, ° Ila * . �_ Z _• * '• 11 11 +. @• A a��.' II '.�<' *.• II * � @. *" `ih a<: JI 4" A� � - -- - -- -- - - - - — - — _ II - a• • ii: @ - Ik. a 1p ' ' 4 . II,- - e'' Jl _ 3/8 THK. PL. v ��—{ w• 41 . - a. .. < d A <' : .m• 4 •+. 4 II C' s-' I1 ' .+ 0 I II J 1 + ..'4• -m I1 4 @. + °' �r= --=--=' — = --=__— -- = '-___-- 0 3/8 THK. H.D. _ yl A.11 4 I " ' ® a II. @.. *, ` ' �. I�'' ®It' @ b u4 • GALV. PL. Z .a. 77- 4 "' I QZ � •Jl d ®< @ A.: ® It Lu n + .' '4 . a A 11 , . * 11 a a +. II 4q @ II:A*. :' 11 .. " * °" * '@: .@ I! n `II ,� if : 4- ,.a If STL. BEAMS PER PLAN N I I m a,', '' l l. . I. •' �. .• . k . I I ' a ' ..I I '-A. J i II .- @ s FLOOR INSULATION AS � uj- w/ SPLICE ABOVE COL. @ a @' ' - s II a' J n PER ENERGY TABLE FLOOR SYSTEM AS II" ' -. @ . �•° . � " '�• •II 4 . .I -: @4• • II. a d @ --'1$-- NOTED ON PLAN 1j * * 11*• ' a ' -- -1� T�-' "° •' a @ GAF PLATE A ' .Ip;� A allg ° : II: .. @ FF-I� .a. 11 ': * @ '41 < ° ' @ NEW STL. GAP PL. 'A' I I O Q Ln 11•.. 11 a :4 d @. 'll �: ' ° 11 ' + •'* * 11 II WELDED TO COL.;SEE STEEL BEAMS PER r'I J O < ' a it A '. 11 ' •,. II 4, 11 4 1i4 • , 1I II ° 1 . a' .� II. 4 GAP PL. DETAILS PLAN w/ SPLICE I1• 11 II . ' * @ < .4 • ----- @ 11 4 a II ___-• : Jr rp ABOVE COL. w• 1j m.�l 4w .. @ A. w II =T==-, - --= b xb -10x10 W.W.M. � � @ II. ' ' 11 BETWEEN CENTER Q UPPER NEW 3-I/2" O.D. SGH 40 ' -= --JT- _----. -�' .b _� . Ili ±" * II . .. 4 f OF SLAB SECURED IN HOT DIP GALV. STL. COL. p li I I m ® C� " @, Ili ..a .` •+. 11 fi I� m .II `• II _ a ,�. n. PLACE DURING POUR (ASTM AI23) AS PER () 1' 1 f °�:<;, s �: '' i f I I @ •• .a : I I �'. q < FOUND. PLAN BY 51 MS I1. IC ll,. . a . f1 a = LU it 11 STEEL (OR EQUAL) n I I n AI " II ° *' `x ' 11 II 4 * @: ;11 E II A •. mall IIA @ " - I I a .. 4 *1j 1( . a @ I(.,• +' *' lla -�--�----==--___�---- #4 BENT VERT. REBAR ® NEW BASE PLATE A \ /2 = J 24 O.G. HOOKED BENEATH WELDED TO COL.;SEE NEW 4" P. U J 11, 1l �* Il II "• JI * @,* '° a° * . HORIZ. REBAR BASE PL. DETAILS FOR �Q I I m * * GONG. SLAB 24" WIDE x 12" DEEP P. * �'.�i . .' .@; .. a .+ ' J,01' 11 IIS ..11 @ @ BOLTING Q GONG. CONT. FTG. ® Ila "'• " I1 A'llm II �I' '�" (MIN. 4,000 P51) I1 m" II° a�•.a�l; �•' '_,_ •II II 11 --' - PROVIDE GOLD JOINT `C 3-1/2 O.D. SGH. 40 HOT „ AT GONG. SEAMS ( ) • 1I m =_--= a DIP GALV. STL. COL. cr---- TYP. #5 HOR. REBAR PLAN WELDED TO PL.. (3 TOTAL) al <. a 11 If` -•a a 24" WIDE x 12" DEEP. P. dl 4 _ _ (ASTM AI23) A5 PER " @ 11' * 11 II " "c` < II LINES OF EXTENDED GONG. STEPPED FTG. d @ •• i, iL a 11 II * 11 *` ' ° . .•@ " 4' II. P. GONG. FTG. (MIN. 4,000 PSI) • u 1 — BENEATH P. GONG. 9 �� 8X8 X3/8 THK. I`'• @:�J=sQ a - - ------- - * PIER (BEYOND) # C e U 5 HOR. REBAR •4 . . . Q� STL. BASE PL. @ <.'. @. @ < (3 TOTAL) a. , I, a - A 411 GRAVEL BASE- 'd `• ., ,' •• °• @ . A . C 0 (4) 1/2" HOOKED ANCHOR ==i,----r-�-N_ COMPACTED FILL V.I.F. NUMBER OF STEPS REQUIRED � BOLTS EMBEDDED INTO NEW 36 x36 x18 II ( I NEW (4) #5 HOR. 1-OOTING MIN. 4" w/ OVERSIZED @ . •• 4 <a ,a' ®,, DEEP P. GONG. PAD " — REBAR UPON (4) #5WASHER AND END NUT SETUP PROVIDE 3" (MIN) GONG. COVER FTG. (MIN. 4,000 PSI) HOR. REBAR(8 TOTAL) OF ALL REBAR WITHIN P. GONG. FOUND. WALLS 4 P. GONG. FTG'5. 2'-0" 2'-0" -a" 2'_011 2.-oil 8A5E PLATE 'A' g COLUMN PAD F70. DETAIL COLUMN GONNEOT I ON DETAILS 57EFFE7) FOUNDATION MALL DETAIL A-302.00 " _ I_ SCALE: 3/4 — I O A-302.00 JA 502.00 5GALE: 3/4" = 1'-0" 4.1 j a P. GONG. WALL w/ 1I m . IVa • I _A All VERT. 4 HOR. REBAR = T=_ 14--- , 4 II, PER DETAILS Jl < q11 ji 'A . ' ' Q11 @ �1- VERT b HOR. Z ll.a •. It MIN. �.I g • °" MIN. + REBAR PER a II * @ +: d DETAILS DOUBLE STEEL L-BEAM I t11. O d•" HEADER PER PLANS, I I I I< U INSTALLED FACE-TO-FACE II II j n n < n W I I P. GONG. WALL II II (BEYOND) 11 II if, $. '`I1 STEEL HEADER II 'III II :• (2) #5 VERT. REBAR ® 4.I1 ; PER PLANS " ° 'II , II 11 (2) #5 VERT. REBAR ® °II SIDES OF OPENING 'ifs II 11 SIDES OF OPENING 4 II II II. P. GONG. WALL Q METAL GAP w/DRIP EDGE PROJECT: P. GONG. PARAPET .WALL (MIN. 4,o00P51) AHS RESIDENCE • � NOTE: ACCESSORY BUILDING + �' 1. IF FIN15H MASONRY USED (SUCH AS WHITE DUROLA5T EPDM ROOF n ' " '' HEADER J,,,( MEMBRANE (OR EQUAL); aII: .* #4 HOR. CONT. REBAR BLUESTONE) - MA50N TO ADJUST w/bxb01 NC. LAB I O D T I L I ( HEADER D T I L INSTALLATION, LAPPING OF 1011 HGHT OF LANDING AS REOV TO ® TOP b BOTTOM OF I" UPON COMPACTED SEAMS, AND SEALING OF I°PDM II"° ACCOUNT FOR FIN15H MA50NRY A-BO2.00 A-BO2.00 MEMBRANE A5 PER I�IANU. 1N PARAPET WALL (Np) FILL 5GALE: 3/4" = I'—O" 5GALE: 3/4" = I'—O" SPEC.'5. PITCH TO GUTTER. @ .< (2 TOTAL) 11 a 2, ALL HORZ.SURFACES SHALL BE PITCHED 30635 MAIN RD. { 0 1:48 AWAY FROM BUILDING GRADE 4" THK. REINF. STRUCTURAL LIGHT +If ' ' REBAR BENT TO = CUTCHOGUE, NY 11935 - II • 5. FOR SLAB5 ABUTTING FRAMING, INSTALL ! •�_=_=_ --� WEIGHT P. GONG. SLAB (110 LB'S/FT p I1 ' "' SLAB AS SHOWN - #4 VERT. CONT. REBAR COPPER FLASHING FROM 12"ABOVE AND MAX) ON VERGO PLS 22 GA. SiTEEL Jle; ` ® 36" O.G. (SPACED ADJACENT TO SLAB, BED ALL FLA5HIN6 �' \ \ \ z CORRUGATED DECKING (OR EQUAL) �f A HORIZONTALLY) �° /////////// j DRAWING TITLE: a .< IN ASPHALTIC MASTIC i b"xb"-10x10 W.W.M. BETWEEN \/\/\/ 0 CENTER d UPPER � OF SLAB 11 �, i� s\ -6" DETAILS I I. .< C'i / ° \/// NOTE: SECURED IN PLACE DURING POUR i i (U #4 REBAR ® EA. \ STEP;3" CVR ® ENDS L /� • \\ \\ \\ \ \\ \\ \\ ALL P. GONG. SHALL /\/\/\/ BEND REBAR g' { `•• ,' ,-----=•-'_ a' P. GONG. CANT // // // // // // // BE 4,000 PSI (MIN.) TO SLAB \\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\ GRADE @'`1111 'a ° 10" • //� ROOF INSULATION AE i PER - III ° MIN. 4 i' \//\/\// �GOMPAGTED/ \//\//\// 0 z 1 4" P.GONG.SLAB w/ 1' \\ \\ \ \ \ z � �- b"xb°-10/IO NA.M.UPON PAGE: ENERGY TABLE III _ //e // // // // FILL //\//\//\// (I) #4 REBAR1�1 COMPACTED FILL z" THK. GYP. BD., PROVIDE @1111., X ,°4 /i' �\\�\\�\��\�/ /\\/\\/\\/ 0 CONT. ® TOP II \/ i a' II i #4 VERT. CONT. REBAR tt)4 /g //\/ #4 REBAR ® IO"j\//\// //\//\//\// z if° \/\\/\ 1 i STEEL G-CHANNEL FRP�MING - II , / I II :• ® 36" O.G. (SPACED 4" P.GONG.5LAB w/ 2"x4" r '/ AS REQ D TO SECURE , 11 ' /i/° /\/\ \O.C. (MIN. 3) / ff 11 \/\/\/\/\/ / 1 /\//\/\ Ill HORIZONTALLY) b"xb"-10/10 W.W.M. KEYWAY A . ///� . \\ \\ \• \` \` \ /\ \\ \\ \\ \\ \\ \ \\ \\ A-302M00"'A EMBEDDED 3"x3" CONT. :Ill ; UPON COMPACTED FILL •, ° /ii/'' / '// // �/ �/ �/ �/ // // // // // // 0 #5 REBAR ® 36" O.G. // // / WELDING ANGLE :m'SII I VERTICAL RECLAIMED a• /iii/ /\ \\\\\\\\\\\\\\\\\\\\\\\ X/,\\ ✓iii° t�,,/ \// // // // //\// \ \ \�\// Illj 5ARNWOOD 51MING /\/ /\/\/\/\/\/ / / / /\/\/\/ 1: /\ COMPACTED \\/\\/\\/ NOTE: \/\\/\\/ 0 \ \\/\/ FILL Illl • P. GONG. EXTERIOR WALL 4° "+ \//\//�,/ /'\//\//\//\//\//\/ ALL P. GONG. \//\//\// 8" THK. P. {� / //\//\ DATE: 09/15/20 9 OF 9 (MIN. 4p00 PSI) --. ----- _'° °ll. \ \\/\�'� /\\/\\/\\/\\/\\/ SHALL BE /\\/\\/ GONG. WALL III \ /\\ �' / / / / / / / / / f #4 REBAR CONT. ® 10" O.G. (MIN. 3) 1l \/\\/ \\/\\/\\/\\/\\/\\/\\ 4,000 P51 (MIN.) /\\/\\/ ? #5 BENT REBAR If 11 - v PROVIDE 3 (MIN.) GONG. COVER OF 10 2"x4" AGO OIRTS ® 24" \ \ \ \ \ \ \ \ \ \ 11 ALL REBAR WITHIN P. CONC. WALLS :@ e1L 4<', O.G. (SPACED VERTICALLY) (I) #4 REBAR CONT. f' \ \/\/\/\/\/\/\/\/\/\/ /\ JI ,m I1 1; ° \\ \j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\/\\/\\/\\/ (1) #4 REBAR I1 i� �'�\/\\/ A"1J. •111 THK. RIGID #5 BENT REBAR ® 12" O.G. 4. I1 a \ \//\//\�\//\//\//\//\//\//\//\//\//\//\//\//\// CONT. 0 BOTTOM 1111 4 \ \ 'C`v�'� @' 1 \ \ \ \ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\/ 11 11• • \\ \\ C INSULATION (R=5/IN0H) ° II II 11 •I1 u it 8' THK. P. GONG. WALL \/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ le WIDE x 12 DEEP I /\/\ �" a�"•�s:r� 'w-'y` I RUB-R-WALL EXTERIOR I F °4 \\ \\ \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ P. GONG. FTG. 11 4 I� WATERPROOFING I // // // // // // // // // // // // // // // I (1) #4 REBAR CONT. , • ° 411 \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ I #4 HOR. CONT. REBAR 4 \// // J, 4. 36" O.G. (SPACED IS" WIDE x 12" DEEP \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ (3) #5 HOR. • � _ VERTICALLY) P. GONG. FTG. e 4 ... • .. \\//\\//\\//\\//\\//\\//\\//\//\\//\\//\\//\\//\\//\\//\\// REBAR 4 0374 QN Q- (3) #5 HOR. REBAR11 JIL II ��0F 3 `l y FARAFT NALL DATA I L I CLOSED F. GONG. STA I R DETAIL I� CLOSED F. GONG. STAIR DFTA I L A-502.00 SCALE: 3/4" = I —O IA-502. 0 SCALE: 3/4" = 1'-0" A 502.00 50ALE: 3/4" = 1'-0"