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Home My WebLink About45156-Z o�Qs�FFOtKIpG Town of Southold 4/14/2021 a� y P.O.Box 1179 0 o ` 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41946 Date: 4/14/2021 THIS CERTIFIES that the building COMMERCIAL Location of Property: 56995 Route 25, Southold SCTM#: 473889 Sec/Block/Lot: 63.-3-18.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/8/2019 pursuant to which Building Permit No. 45156 dated 9/2/2020 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: "as built"artist workshop(closed to the public and no retail sales)as applied for. The certificate is issued to Grange Rouge LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C-20-0107 3/10/2021 ELECTRICAL CERTIFICATE NO. 45156 2/11/2021 PLUMBERS CERTIFICATION DATED 1/21/2021 /1 (Vkeopge,Fredri qq 0 A or e gnature =f TOWN OF SOUTHOLD �'guFFDI BUILDING DEPARTMENT TOWN CLERIC'S OFFICE SOUTHOLD NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45156 Date: 9/2/2020 Permission is hereby granted to: Grange Rouge LLC c/o Jonathan Tibett 95 Hopper St Westbury, NY 11590 To: legalize "as built" artist workshop (closed to the public) as applied for per SCHD approval. At premises located at: 56995 Route 25, Southold SCTM # 473889 Sec/Block/Lot# 63.-3-18.1 Pursuant to application dated 11/8/2019 and approved by the Building Inspector. To expire on 3/4/2022. Fees: AS BUILT-COMMERCIAL ADDITIONS/ALTERATIONS $1,444.00 CO -COMMERCIAL $50.00 Total: $1,494.00 1h Build r Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. Nove.M\0?j 5"h aQ Ij New Construction: Old or Pre-existing Building: (check one) 1 Location of Property: `J�.P rJ Maio 62,o d sou- h �d House No. Street Hamlet Owner or Owners of Property: mono Suffolk County Tax Map No 1000, Section Block 3 Lot 16D , Subdivision Filed Map. Lot: Permit No. Lt I Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: y (check one) Fee Submitted: $ J Applicant Signature r Building Department Application Nov 2 0 2019 AUTHORIZATION (Where the Applicant is not the Owner) :�10 A rA et-,\ residing at 6 1 (Print property owner's name) (Mailing Address) 71 do hereby authorize AMP Architecture (Agent) to apply on my behalf to the Southold Building Department., j I,- n r' ( Aq fll Signature) (Date) `T"; (Print Owner's Name) pF SO�j�,®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q roger.richertt,&'-town.southold.ny.us Southold,NY 11971-0959 ® �® C4Um� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Grange Rouge LLC Address: 56995 Route 25 City: Southold St: New York Zip: 11971 Budding Permit* 45156 Section 63 Block: 3 Lot: 18.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor. DBA: G&S Electric License No: 578-E SITE DETAILS Office Use Only Residential Indoor X Basement Service Only Commerical X Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 11 Ceiling Fixtures 1 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 2 Wall Fixtures 1 Smoke Detectors 1 Main Panel 200a A/C Condenser Single Recpt 1 Recessed Fixtures 7 CO Detectors 1 Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture2 Time Clocks Disconnect 200a Switches 17 Twist Lock Exit Fixtures 2 TVSS Other Equipment- 2-combination exit/emergency fixtures, 1--combination smoke/ co detector, 2-paddle fans,2-combination GFCI/ARC faultcircuit breakers,6-GFCI GFCI circuit breakers Notes. Inspector Signature: \ J Date: February 11 2021 81-Cert Electrical Compliance Form.xls n Td�ViMU Amsa• Tetepho=(631)765-1802 543?SM Road i Fax(0i)'J6.4r M -Satthertcl,NY 11971-0959' BUII DING DEPA RTMENT TOWN OF SOT3MOLD Bulnding.PermitX0. 6M 8 � oww- -lesse print) I•ccz*..;th",,Ihemider used int m wator'silppiy system contains less than 2110 of 1�'!0� 1e Swom to be&re me this r &Y o - 20-2A Notary Puhlla,. GIV (. ,,,---+ ► atty° a. '°�,�� '� ry >, .l UMMALAMB NoWy Pd)VO,Stete of NMNYork #01-LA0170M �. -��• `J V *OE So(/lh TOWN OF SOUTHOLD BUILDING DEPT. couffm 765-1802 INSPECTION h [ ] FOUNDATION 1ST [ ] ROUGH PL13G. FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL { [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [-XMIR ESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATIONTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) VIOLATION [ ] PRE C/O f REMARKS: - I W holicA4ioyl i J-% n n Io�alaf SO(/Thol * TOWN OF SOUTHOLD- BUILDING DEPT. 765-1802 INSPECT'ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ]-` UNDATION 2ND,. =` [ ] INSULATION/CAULKING 1V f FRAMING / STRAPPING [ ] FINAL a FIREPLACE &-CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE"RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) - [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: l 4tA- Lo tPA v nom- �.At* 6,too, DATE INSPECTOR �� pE SOUT # TOWN-OF SOUTHOLD BUILDING DEPT. �yco 765-1802 3 INSPEC ON [ ] FOUNDATION 1ST [ OUC. PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL j ] -FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION j ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REM RKS: Ka, 1 V ' u (Y1R,nv v DATE g Lv INSPECTOR O�aOF SOUIyo �f # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING ( ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION IN2DELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE 12-' 101 INSPECTOR � w ✓ ' � pF SOUT * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC 'ON [ ] FOUNDATION 1ST [ R UGH P 13G. [ ] FOUNDATION 2ND [ INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION " [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REARKS: 664A JOYS 14& ( �? DATE D 3 INSPECTOR L/ �(/ o��OF SOUlyol ` # TOWN OF SOUTHOLD BUILDING DEPT. �ycourm a�'' 765-1802 INSPECTION [ ] FOUNDATION 1ST - [ ] ROUGH PLBG. [ ] FOUNDATION'2ND [XFINAL SULATION/CAULKING FRAMING /STRAPPING [ 0,6Mwt&,-ws [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: On SA(VIAM W I 3 =' n� . eve IY1 • P[VW A�- rI'Ce ,�► Wte.,%. 4wl 4/cX c DATE INSPECTOR ho��OE 50Ulyolo # # TOWN OF SOUTHOLD BUILDING DEPT. �,r2fiS� �o • �o �yco 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING FINAL [ ] FIREPLACE & CHIMNEY- FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: LL �iC� � G/l Gr/A�- �ijow�✓Tr� /t/e-N2 1W AAA) Cp DATE INSPECTOR �� OE SOUT�olo # # TOWN OF SOUTHOLD BUILDING DEPT. �ycourm1 765-1802 44 3 INSPECTION 41� [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY - j ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE 7i f 7 �� INSPECTOR q 51 -'5'c gravy V ROperating Business Address:1075 Franklinville Rd,Laurel NY 11948 C:-- URE Brooklyn Office:450 95`h St,C9,Brooklyn,NY 11209 �� Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Business Phone.(516)214-0160 Anthony Portillo:(716)572-4741 March 30,2021 APR 1 2021 RE:56995 Main Road Southold NY 11911 To Town of Southold Building Department I conducted a site visit at 56995 Main Road,Southold NY,to inspect the underground plumbing and Vt and 2nd foundations. Based on my inspection the underground plumbing and 1t and 2nd foundations were completed to meet NYS Building Code and the architectural plans. Please contact my office if you have any questions. Z &, RA ,�y p�q _� v,3 7 a-r` b 0 rr �®iz H�_�q� 15 Operating Business Address:1075 Franklinville Rd,Laurel W 11948 RCHRECNRE LC Brooklyn Office:450 951h St,C9,Brooklyn,W 11209 Laurel Office:1075 Franklinville Rd,Laurel W 11948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 September 2WhJ. 2020 RE:56995 Main Road Southold,NY 11971 To Town of Southold Building Department: I conducted a site visit at 56995 Main Road,Southold NY to inspect the underground plumbing. Based on my inspection the underground plumbing was completed to meet NYS Building Code and the architectural plans. Please feel free to contact my office if you have any questions. Sinc ely, ¢ED Af? M. P 0 Anthony Portillo, RA, LEED AP �^ (P - d��,. 037413 0 OF N�� MAA 1 7 2021 Building Envelope and Duct Tightness. Report 2018 IECC as amended by the 2020 New York State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 56995 Main Road,Southold NY 11971 Test Date 2/8/2021 Building Permit#; 45156 Compliance Pathway Performance Test Completed by; Christopher Silvia RESNET Rater ID# 4150294 Home Energy Solutions NATE ID# I 187 East Main Street ICC ID# f Huntington,NY-11743 BPI# 631-673-0664 Building Envelope Tightness Volume Calculation: Check if. Floor Area Volume ❑Conditioned Basement Basement 0 ❑Conditioned Crawl Space r lst 1091 18094 0 Sealed Attic 2nd 0 ;9ccorda conditto ed floor area of dwelling is calculated In 3`d 0 nce wit A SI Z765,except that conditioned floor Attic 0 area includes ar where the ceiling height is less than 5 Total Volume 18094 ft. CFM @50 pa 900 Air changes/hr pa 2.98 91�Q, Code Compliance:44 1 - 41 Pass Duct Tightness: Post Constructio Test-T w% eakage System-1: i Duct Location Floor Area Leakage CFM @ 25paCFM/100 fe CFA Code Compliance: System-2: Duct Location Floor Area Leakage CFM @ 25paCFM/100 fe CFAC� Code Compliance: System-3: Duct Location Floor Area Leakage CFM @ 25par_-� CFM/100 fe CFACode Compliance: All building envelope tightiness testing has,been verified using instruments and procedures specified in ASTM E1827 as required by 2018 IECC as amended by the 2020 New York State Supplement,section 402.4.1.2.The building duct and plenum system has been verified as required by the 2018 IECC as amended by 2020 New York State Supplement,Section 4033.4. Signature: Date: 2/8/2021 Chris pher Silvia,Wine gnergy Solutions q515- f n C i New © Addition[] Alteration ❑ Date: 8/14/2020 SB/L: 63-3-18.1 Project Name: Grange Rouge Artist Workshop Project Location: 56995 Main Rd. Southold Building Design Data DI-A ❑II-A ❑III-A ❑IV-A EIV-A I ❑I-B ❑II-B ❑III-B OV-B Nx V-B ? Occupancy Classification: B Mixed Occupancy ❑ Yes 0 NO Type:N/A Building Height: ft.27.1 ft Number Stories: 2 Square Feet: 1088.9 ftz Mezzanine(s): []Yes NNo Atrium: ElYes NNo Fire Protection Fire Alarm: ❑Automatic []Manual x❑Not Req'd - Sprinklers: ❑Yes ❑x Not Req'd ❑ Partial ❑ NFPA 13 ❑ NFPA 13R ❑ NFPA 13D Special Hazard: N/A ❑ Other Extinguishing:N/A Standpipes: []Yes ©No Class: ❑l ❑II ❑III ❑Wet ❑Dry Exiting Occupant Load: 1088.9/ 150=7.25 Exits Required: 1 Exits Provided: 2 Size: 36" Notes: • Reference standard listed is 2015 code. • Construction type-VB? Occupancy- B? • Fire extinguishers per Chapter 9 Suffolk Security Systems Suffolk Security Systems Incorporated 50300 Main Road • PO Box 1355 . Southold NY 11971-0937 Telephone (631) 765-5262 • Fax(631) 765-5488 • info@suffolksb�ud com i; CERTIFICATION OF INSPECTION &TESTING , JAN 2 6 2021 FIRE ALARM SYSTEM NAME OF PREMISES: Grange Rouge LLC 'r�,." ADDRESS OF PREMISES: 56995 Main Road, Southold NY 11971 FIRE DISTRICT: Southold NAME OF OWNER OR AGENT PRESENT: Glenn Heidtman IS OCCUPANCY HAZARD CLASSIFICATION SAME AS PREVIOUS TEST? N/A TYPE OF SYSTEM: (MANUAL, AUTOMATIC, VOICE, ETC) Automatic DOES SYSTEM REPORT TO CENTRAL STATION: YES U.L. LISTED: YES NAME OF CENTRAL STATION: AFFILIATED PHONE NUMBER: 800-434-4000 LIST ALL DEFICIENCIES NOTED: WERE ALL DEFICIENCIES NOTED ABOVE CORRECTED? IF NOT, WHY? INSPECTING FIRM: SUFFOLK SECURITY SYSTEMS INC. PO BOX 1355 SOUTHOLD NEW YORK 11971 TELEPHONE (631) 765-5262 New York State Alarm License Number: 12000250900. EXPIRATION:June 4, 2022 CERTIFICATION The inspecting firm hereby certifies that the alarm system described above was inspected in accordance with the applicable portions of NFPA 72 (2013 version).This certification does not imply that items requiring daily,weekly, monthly or quarterly inspection or testing were performed at the specified interval but does imply that all such items were inspected or tested and appear to function as noted in this certification at the time of inspection. DATE OF INSPECTION: 1/26/2021 SIGNATURE: Kat Harrington FOUNDATION ----------------------------- �.ilLL.tJPLUMBING �, / , R�iVLVI�► ROUGH FRAMING& g 0- MCI Iloilo INSULATION . . STATE ENERGY CODE �J . - �wEllwl- a w Jill ,' M- t ` M ml 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) 765-9502q5ln Survey Southoldtownny.gov PERMIT NO. Check Septic Form ,N.Y.S.D.E.C. Trustees.- C.O. rustees.C.O.Application Flood Permit Examined ,20 "t z. ; 4 �= t " Single&Separate 4l\ a Truss IdentificationTorm - -- - �; `•�� • NOV Storm-Water Assessment Form _ Contact: Approved 20J6 -- " fr ,. - -:,: Mail-to:AIM P Disapproved a/c Phone: Expiration 2 Bui spector - APPLICATION FOR BUILDING PERMIT Date OyPwl 5,!t -20 Iq INSTRUCTIONS 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 a 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,and other applicable Laws,'Ordinance 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. WP RY-ClniW—CAU - (Signature of applicant or name,if a corporation) !Wc .�y��nyit� fid, t,avr�0 , ,,NN jaq q (Mailing address of applicant)' State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder_ Name of owner of premises s on the tax rol or latest deed) If applicant is a corporation, signature of duly authorized officer (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: House Number Street Hamlet County Tax Map No. 1000''Section �Q Block Lot • 0 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use nd occupancy of proposedco struction: a. Existing use and occupancy j ' 6Y�J Iwp b. Intended use and occupancy i 3. Nature of work(check which applicable):New Building X Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any:Front F Rear Depth Height _ Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front �4 LQ � Rear 'C Depth 22 \ Heights I ` Number of Stories l 9.__ Size-of lot:Front Rear Depth � ,2 - U 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated �"' DV 12.Does proposed construction violate any zoning law, ordinance or regulation?YES NOK 13. Will lot be re-graded?YES NOx--Will excess fill be removed from premises?YES NO 14.Names of Owner of remisesGrck(M kV LkC Address Phone No.631 --T34 Name of Architect f d)2QD� `FOS+0I0 AddressIM, Ax0KAf%ijjjZ d Phone No 5('Cry ` � —bl�& Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO _',( * 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� * 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 * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFSU�rO4 P\W X0 VO �)j being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,A ent,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. S- orn to before me SHARON MAL ER IC STATE OF day of _ 'N.6&OTI ( B FOLK COUNTY YORK , ® � � —tA AIL-1&03 Notary Public Signature of Applicant OFFICE LOCATION: ` ' MAILING ADDRESS: Town Hall Annex ®F ac P.O.P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd.&Youngs Ave.) ' Southold,NY / Telephone:631765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Donald J. Wilcenski, Chairman,.�A�;� Date: July 23, 2020 �'"'� ' Re: Site Plan Use Determination (SPUD): Grange Rouge Artist Workshop SCTM#1000-63.-3-18.1 At their July 20, 2020 Work Session, the Planning Board met with Mr. Martin Finnegan, Esq., where the above-referenced application was discussed. After hearing the proposal for the conversion of an existing accessory storage building to an Artist Workshop as a second principle use, it seems that the proposed use will not trigger the requirement for site plan approval and therefore; no further review under SEQRA. With regard to the letter submitted by Martin Finnegan on July 20, 2020, the Artist Workshop is proposed for occasional owner use, will not be open to the public and with no retail sales, adequate parking will be provided and the subject building is located over 164 feet north of Route 25. Furthermore, this proposal within the Hamlet Business (HB) zoning district is supported by the Southold Town Comprehensive Plan. The Planning Board respectfully requests that the requirement for site plan approval be re-examined, and that a determination be made that no site plan approval is needed at this time. Should the facility be open to the public for any reason, or should the building be expanded or use intensified, the Planning Board supports a determination that site plan approval be required at that time. Until that time, the Planning Board recommends that the applicant provide all exterior lighting information to verify compliance with Chapter 172 of the Southold Town Code, satisfy all requirements from the Building Department, Chapter 236, and obtain waste water approval from the Suffolk County Department of Health Services. Thank you for your cooperation. Encl.: SPUD form Scott A. Russell ,��°SUF`�� STO1kAWWA\T]E K SUPERVISOR MANAGEMENT T SOUTHOLD TOWN HALL-P.O.Box 1179 u-- T� ( 53095 Main Road-SOUTHOLD,NEW YORK 11971 2, Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑® A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ®[1 B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑[Z] C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑� D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ®® E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ®® 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 Tag 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 witW-your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. °`: 1000 Date District 6(p NAME 6'11 9P ��C�1�'�C1 V�Q t O• 1 11. 1,51 I q Wr ti Section Block Lot JL i I _ ®` FOR BUILDING!ZMENT USE ONLY Contact InformationtelephoneN—W) Reviewed By: — — — — — — — — — — — — — — — — ii ' Date. I " Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — — Approved for processing Building Permit. 6rl;UL7 lCl Stormwater Management Control Plan Not Required. — — — — — — — — — — — — — — — — — ujStormwater Management Control Plan is Required. (Forward to Engineering Department for Review) FORM # SMCP-TOS MAY 2014 11EEQL,� BUILDING DEPARTMENT- Electrical Inspector �$. TOWN OF SOUTHOLD Town Hall Annex'- 54375 Main Road - PO Box 1179 a° Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 Ol roger.richertt@town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION _. _.. - _..__..._......._...__.._._....._......_......._ __. . . .Date: = Yg-fEQUESTED' ompany Name: a g S Name: License No.: 7� �/' email: S ! Y Q �J c- . �-�► Address: o (2©'>L Phone No.: l 9, JOB SITE INFORMATION: (All Information-Required) . �lam-6: - Address: - 5L -4 q jp4.A-) �4 0 .�pv 0 1— Cross Street: Phone No.: �"! /_ Bidg.Permit#: 5'/� emaif: Tax Map District: 1000 Section: Block: Lot: gi BRIEF DESCRIPTION OF WORK(Please Print Clearly) Circle All That Apply: Is job ready for,inspection?: YES 4�0 Rough In Final Do you need a Temp Certificate?: (XgV NO Issued On Temp Information: (All information required). Service,Size 6D 3 Ph Size: aA m° A #Meters / Old Meter# New Service-Fire Reconnect-Flood Reconnect- Service Reconnected - Underground Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N r °AdpnMv, P 2 3 2019 r'"-PAYMENT DUE WITH APPLICATION BZTn-,It7YNG DEPT. � rID �� RequestTr,c'.1 nspect, oan.xls l III I i Town Hall Annex ; : Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold, NY 11971-0959 BUILDING,DEPARTMENT, .NOTICE OF-UTILIZATION OF TRUSSTYPE±GOMSTRUCTION,.PRE ' GIN ftED W. OOD CONSTRUCTION t�Tl,,ti B I qONSTI UCTION- Dato, Al IR ` Owner: _ �r��( P 1. (■/y _ =- ` Location of Property:"__<_ MY aw RQ T SC)x /10 U Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or resideri�ial structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize c (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) _ Timber construction (TC) in the following location(s)(check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature:- Name (person submitting this form): : P-A-r tni�ctc�,�_ __ ( AkQ� [ NMN��! Capacity(check applicable line): Owner i Owner representative TnissReq%docx Effective 1/1/2015 - I i f SITE LAYOUT NOTES 1-. I THI5 15 AN ARGHITECT5 51TE PLAN s IS I - aDjO SUBJECT TO VERIFICATION BY A LICENSED n*iO SURVEYOR THE INFORMATION I ��y�, REPRESENTED ON THIS 51TE PLAN 15 TO THE ARGHITEG75 BEST OF KNOWLEDGE 2 SURVEY INFORMATION HAS OBTAINED FROM A SURVEY DATED JANUARY 24,2019 ; 1 AND PREPARED BY PEGONIG SURVEYORS,PC PO BOX 909 SOUTHOLD,NY 11911 1 TELEPHONE: (631)165-5020 yam^` 1104' -NO WETLANDS,HATER BODIES ON OR = ADJACENT TO PROPERTY U J -SEE KEY MAP FOR WOODLANDS LOCATION J •�� (NO TREE REMOVAL PROPOSED) 0 0 1`O a -NO DUNES OR BEACHES ON OR ADJACENT TO PROPERTY V -No SLOPES GREATER THAN 20%ON \ 4 qp 1 > IRI \ a PROPERTY s S1t 366 � -PROPERTY LOCATED IN FLOOD ZONE X _ I (MINIMAL FLOOD HAZARD) 1 N EL '-'SITE PLAN i-� scA Vr-O•.3V-O- _;.24 0-0- i yTg q1,00'W - �� A`� �: b�•/ O(gR 251 P t' _ r 43• �PtNROwoERpr+ , 1 I a " F1 MUM 11RIM: a � SUFFOLK COUNTY TAXLOT NO. 1000- ZONING USE DISTRICT HB HAMLET INESS E DESCRIPTION ZONE HB(REAR LOT AREA ,',' %LOT R-50J COVERAGE 9� TOTAL LOT AREA - 243,0-15 O S.F. 1 1,555!5 S.F 091% EXISTING HOUSE EXI5TIN5 GARAGE 200.0 S.F 0.1% PROJECT. EXISTING BUILDING nO.o s.F 01% a' GRANGE ROUGE EXISTINS BUILDING� ARTIST STUDIO O .I% 144 O 5 FO . ; 1,088.9 S.F 1 0.4% t� EXISTING/PROPOSED BARN lq5 MAIN ROAD( R 1.4% 56995 MAIN ROAD(SR 25) s C 1000 63-3-101 SOUTHOLDANY 1 971 TOTAL AREA OF ALL STRUCTURES 3458 2 S.F. t'' $ f © MAXIMUM COVERAGE ALLOWED = 40%(1 8 \ � � 3e i DRAWING TITLE: 1 r \ I I NS�IAROT SITE PLAN/PARKING SITE PLAN2@ - •� 4-= P-100 T- I I m.pos� SCALE I-O'=50'-O' I - I SCDHS REF#C-20-0107 SURVEY OF PROPERTY AT SOUTHOLD TOWN OF SOUTHOLD I SUFFOLK COUNTY, NEW YORK 1000-63-03-18.1 SCALE: I"=50' MAY I 1 2001 JANUARY 2A 2019 OCTOBER 2 2018 MARY 2s 2021(SEPTIC As BUILT) FERRWRY 10 2021(NM) OAO MARCH 4.2021(He CCVMENT9) R I` SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES oNG NOV APPROVAL OF CONSTRUCTED WORKS DATE 3/10/2021 HS Ref No C-20-0107 The sewage disposal and water supply facildes at this location have been inspected andlor vT certified by this deoartment or other agencm andel(/found to be satisfactory 1 CRAIG K.NLFWE.R,PL CIIIEF !1 r Of"FICEOF'WASTCWATERMANAGCMCNf 1 �1 1 I I c i0 = 4 1 1 a II Pums wxreR o 1 ; T 1Vm1N7*" P m 1 $ BEPT�lDMA110N I 8 A• a ' t LPa xs !r!• 1 1 BTBIBI SY I &UA E�IplOGA11CN q�� m N g two-uaTre-a�-n. u 9Pa In ts2 )r 1 Ce I 1 I TESF HOTS VA FA �-1IIB oo�voiNr aa�O .,.ma PARYIMMLaura r 1 1ma-."i1°-a�-1Tz 1 1 Fume R.reR �ssra a• t 1 IyOODg xmlm ro wOl�iin mxAm 1 FAA A °xi-ami-II TBroT'nFn Y i N-21! ,'PWq.. µ Fum�WxRK PAIS 6i9AN JOLT OVWPID I I, en g A•L&`2 W � 1 T 1 �HIGaR BRN®DHro!! I '21. t 2Be ,4. 1 �ty4 Bpp� Q �� TI 11 ItY " "°'"x s]yn9'GD•W $.R•251 \ �iiT� i ,N ROPOW STREET , S�P �c WAS \ G 7d � ueL / ,oc m,I F,cm-IT-9«°� \ L9rrna"iimWOLwNN ARTIST WORKSHOP GROSS FLOOR AREA 1,122 SO"-NO BASEMENT' \ \ \ SNGLE FAM LLY RESIDENCE GROSS FLOOR \ AREA 1.881 SOFT'NO BAYLTENT' \ 3 SHEDS ARE TINY BU=NGS \ \ KEY 0• -REBAR 0 -KILL A STARE B �TEST NIX£ • .PIP£ TGi Hfµ ■ YOVUNENi CEAITFIEO]0. NE1I2AA•0 FLAG SCE ROU EGG Luc lt\ MUTIPmc LINCOLN LAND SENCES.LLC.AS AGENTS TDR STEWART TIRE INSUWWCE COMPANY 1 'C N a961! ANY ALTERATION OR ADDITION TO THIS SuMV R A VIOLATION OF SECTON 7209 OF THE NEW YORK STATE EDUCATION GW AREA-5 5502 ACRES PG EXCEPT AS PER S=ON 7209-SUBDM9N 2.DALL CEIIFl RCATIONS HEREON ARE VALID FOR THIS AMP AND COPIES ( 0 FAX 1-11 1 -TMJ THEREOF ONLY IF SAID MAP OR COPIES BEAR ME IMPRESSED SEAL OF THE SUR4MR WHOSE SICW.TURE APPGRS P.R11 HEREON, 1230 TRATELER 51REEF SOUMO[0,NY 11911 01-134 MINIMUM SEWAGE DISPOSAL SYSTEM DESIGN REQUIREMENTS: I:OT f;•OVi� 'AG " ttp�t�'� o` - " N6t91.P _ _ - _ _ - - - t�D NEW pi..( \ I. Septic tanks shall be constructed of precast concrete, fiberglass, SUFFOLK COUNTY TAX LOT NO. 1000-63-5-18.1 LO R��t _ _ - - OppgE9�7 K L.P. 'I L Cpolyethylene,polypropylene, thermoplastics, or other materials in e _ - - ' P� ppN/S '�� z NEW BUILDIN6 1 , accordance with Department standards and IONYGRR, Appendix 75-A. 20'MIN. flPROP.I CONNECTION b SANITARY The use of steel tanks is prohibited. ZONING USE DISTRICT HB VILLAGE CENTER (VG) �� / ,TO LEAGHIN(s E.P. S, LINE TO SEPTIC SYSTEM p x•21 .o dSEPTIG J`�.� �8, dJ y _ - 2. Unless otherwise specified, the leaching structure/system that follows DESCRIPTION ZONE R-80 AREA % LOT a' Roy` �,.�' N. NEW 5, tet AUG 2�2 a septic tank shall be designed In accordance with Section XVII of the COVERAGE r�-eo o �0 MIN. u /e �q 'SOT- t Suffolk County Department of Health Services Standards for Approval S O 5T Y: \0 N of Plans and Construction for Sewage Disposal Systems for Other than TOTAL LOT AREA 243,0-15.0 S.F. t 0% G,'(O� O � T.`, 5ingle-Family Residences. '�. 4` o N� -�\ '() EXISTING HOUSE 1855.3 S.F. 0.895 FR C? o y/ O 3. At a minimum, all septic tanks shall have 20-Inch covered access 1/aD' - m� O I openings within 12" of grade or to grade located over the Inlet and EXIST. ACCESSORY BLDG. ------ X �-�{p (N EXISTING GARAGE 200.0 S.F. 0.195 �( "1O 5 1,= zke' outlet, respectively. Gowers shall be either 20-inch diameter watertight STORAGE BUILDINGS;NOT D� b QN a� and insect-proof locking cast Iron covers or thermoplastic covers at TO BE AFFECTED BY Z . ,/ ° final grade. All covers and chimneys/risers shall be designed in EXISTING BUILDING 170.0 S.F. 0.1% SCOPE OF WORK accordance with section 5-111 of this Standard. Z EXISTING BUILDING 144.0 S.F. 0.1% 4. All precast septic tank components shall be constructed of precast M DW EXISTING/PROPOSED BARN 1,088.c1 S.F. 0.4% reinforced concrete and designed and/or Installed to withstand HS-20 �'-� � � ,EX}5-�, WD• (�X / �,� �'0 2�t or H-20 loading as designated by AASHTO. N 1 G TOTAL AREA OF ALL STRUCTURES 3458.2 5.F. 1.495 0 / �j0• �R• 51 d"Y' 5. Septic tanks shall be watertight and constructed of sound and durable materials that are not subject to excessive corrosion or MAXIMUM COVERAGE ALLOWED = 40% (HB) C � � U) ��•( decay. EST HOLE DATA b. All tanks must be watertight. Two methods of ensuring tanks are T 2, Mr-DONALD 6EO5GIENGE watertight shall be either vacuum testing or water pressure tPO BOX 1000 SITE LAYOUT NOTES:esting �/ \0 O methods as follows: SOUTHOLD N.Y. llc71 I. THIS IS AN ARCHITECTS SITE PLAN 8 IS 631.?65.367? 7. Vacuum testin Seal the empty tank and apply a vacuum tD four (4) SUBJECT TO VERIFICATION BY A LICENSED mcdgooagmall.com inches(IOOmm) of mercury. The tank Is approved If q0% of vacuum is SURVEYOR. THE INFORMATION 41/I1420101 3 �� held for two minutes. REPRESENTED ON THIS SITE PLAN IS TO THE ? 1 0 ARCHITECT'S BEST OF KNOWLEDGE.E. DHELLIN6 EXIST. SEPTIC SYSTEM of N W PUBLIC HATER I-FAMILY DWELLING TO BE �•' Q 5. Water testing: Seal tank;fill tank with water to outlet Invert 2. SURVEY INFORMATION WAS OBTAINED M elevation, let stand for 24 hours. Refill the OL DARK BROWN REMOVED d REPLACED w/ tank to the outlet invert FROM A SURVEY DATED OCTOBER 2, 201el LOAM NEW SEPTIC SYSTEM IN k �'oU 1 after the 24-hour period is complete. Let the tank stand for on AND PREPARED BY: 1' - SAME LOCATION 'PROF.I NEW Il/� Q �4Q � � additional 10-hour period. The tank Is approved If water level Is held ! E.P. L.P. for the 10-hour period. Water pressure testing Is recommended to be ML BROWN SILT �. / Z /�. �(/ - LLJ EXIST. HOUSE done onsite after Installation. PEGONIG SURVEYOR, P.G. 3' - z �\ ��0 PO BOX q0q CON CTION, C.O., s 4. Septic tank manufacturers shall provide a label of non-corrosive � Qi () J material in a prominent location at each access opening to warn that 1230 TRAVELER STREET SANIT RY LINE;V.I.F. J CONDI ON OF EXIST. p p g 8'MIN. � ' "entrance Into tank may be fatal". SOUTHOLD, N.Y. IIg71 $ GO ONENTS AND NEl"( �p TELEPHONE: (631) 765 5020 R00 E A5 RE ND S.T. / U) PRE-CAST CONCRETE SEPTIC TANK CONSTRUCTION REQUIREMENTS: I. Reinforced concrete shall have a minimum compressive strength ofNOTE 3,000 pounds per square Inch (psi) at 2 .b-days set. I. FLOOD MAP DATA FROM SURVEY ' PALE BROWN FINE G.O. 2. Wall thickness shall be a minimum of three Inches unless the design MAP#:3610300158H SAND , has been certified by a New York Licensed Professional Eneineer as MAP DATE: SEPT. 25, 20041 complying with all appropriate requirements for thin wall construction. All FLOOD ZONE X �j�.� �-A walls, bottom and top shall contain reinforcing to resist on aoplied force of 300 pounds per square foot (psf). 2. SITE PROTECTION/SILT FENCING TO BE o 3. Pre-cast concrete sections shall be sealed with one (1) Inch butyl INSTALLED AS REQUIRED BY SOUTHOLD _ R,r ��• rubber joint sealant which conforms to ASTM G-qq0. TOINSTALLED / I �X15TING 2 US "fid \� 4. Septic tanks shall have (2) compartments. Single unit septic tanks 3. NO SURFACE WATERS OR WETLANDS ARE lZP`MY�W�LLING �i� shall be divided Into two compartments by a transverse wall. The first LOCATED WITHIN 500' 0F THE PROPERTY. COMMENTS. NO HATER ENCOUNTERED �1_FANIIL OOMc,) \ compartment shall have a liquid volume of 50-75% of the required Ilquld 6 g�DR !Y volume and total system capacity. i"I� 5. All sewer pipes shall penetrate the vertical sidewall of the tank and -ELEVATIONS REFERENCE NAVD 101595PUBLIC WI."G Shall be sealed with grout or other means acceptable to the 1 Department such as watertight sealed flexible point and the pipe -GROUNDWATER MANAGEMENT ZONE IV , gasket fastened to the pipe with stainless steel retractable clomp(s). -NEIGHBORING PROPERTIES (IMPROVED) 6. All joints shall be sealed so that the tank Is watertight. See SectionG XIV, 2.f. Tanks that are cast in place require prior approva from the WITHIN 150 OF PROPERTY UTILIZE PUBLIC ' m 31� Department and must be certified by a Licensed Professional Engineer. WATER AS PER SGWA: At a minimum, the floor and walls of a concrete tank must be monolithically poured. 1000-63_3_16 / A : 1000-63-5 .2 7. Whenever practical, concrete septic tanks shall not be located within 1000-63 groundwater. For Installations that are placed within groundwater, the 1000-63-3-17.4 bottom and side portions, up to 18 Inches above highest 1000-63-3-Iq.l I �I� 0 5 - I� 20 30 4o O / recorded/expected groundwater elevation, of the septic tank shall be 1000-63-3-215N1.. � D SITE �� N 6RAPHIG SCALL monolithically constructed. In cases where this Is not practicable, the 1000-63-3-24 / septic tank shall be water-proofed up to lb Inches above the highest recorded /expected groundwater elevation and leak tested to ensure 50ALE: I" = 20'-0" / tightness prior to operation. ALL SEPTIC SYSTEM STRUCTURES SHALL HAVE -- / 8AN 8" THICK TRAFFIC-BEARING CONCRETE. In cases when concrete tanks are Installed In groundwater, the TOP TO MEET AASHTO-H2O/HS-20. ALL / design professional shall submit buoyanc=y calculations to prove the COVERS MUST ALSO MEET / weight of the tank (with or without anchoring or the addition of ballast) will be, at least 1.5 times more than the weight of tho avatar dlsr 1aCac, AA5HT0-H20/HS-20 REQ'5. The buoyancy calculations shall be done using highest i expected/recorded groundwater elevation with the tank empty. Soil SLATE OR OTHER cover on top of the tank(s) shall not be: considered when determining TOPPER OR STOPPER OR , the amount of anchoring or ballast weight required. Er1D PLUG --- SUfTPRLE CO`,/ER- - --'ti END pL,l, �� '.,-..".� -y-` w X SEPTIC TANK INSTALLATION STANDARDS: LJ Li] I. Install septic tanks according to manufacturer's recommendations while tl conformin with these. standard. Alla licoble recommendations - - SE0eER PIPE - � / z provided by the manufacturer shall be implemented. 4 - - > A > / W 45' a2OWS 30• EL30W - - "r. 2. The septic tank shall be Installed at level In all directions (with a _ _ _ _ _ _ _ _ _ _ 0 maximum tolerance In any direction of +//one quarter Inch) on a minimum 3-Inch thick bed of properly leveled and compacted sand (free from --__--- -' U rocks) or ea gravel. �. 5 p g FROPOSED SEPT I G SYSTEM DETAIL - ARTIST STUDIO 45' ft}3JN! r f>0, WYE f" '..� I NOT TO SCALE W 5. All outlets from the septic tank must be provided with an IS" drop "T" ALTERNATE 'A" ALTERNATE 'ES" f-� - ;ad° , Q or equivalent approved baffle extending Into the 1/3 of the septic tank CLEANOUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC u0 I � liquid depth. bas deflection baffles are recommended for installation �° ti <R«`a✓°y�"'' ALL SEPTIC SYSTEM STRUCTURES SHALL HAVE below each effluent drop "T"' 1N ALL VIEWS, ALTERNATE "A" IS FOR BENDS, ALTERNATE "B" IS FOR USE WITH BLDG. EXTENSION/CONNECTION AN 8"THICK TRAFFIC-BEARING CONCRETE TOP 4. A distribution box/manhole or distribution leaching structure shall be �"'� PUBLIWGLLLIN5 eat' x�-• COVER TO&RADE TO MEET AA5HTO-H2O/H5-20.ALL COVERS HEAVY DUTY LL re uired for all s stems with more than (3) leachin structures unless an �-OUT L/ T IL.. � I MUST ALSO MEET AASHTO-H20/H5-20 REQS. 4"MAIN LOCKING CAST IRON q y g G I / DRAIN COVERS TO CRAVE alternative design is approved by the Department. i� y� e•�°° f HEAVY DUTY �6� I F�P a 2q•I, Q�( LOGKIN6 CAST IRON 4 X 5. The top of the septic tank shall not be, located greater than 2.5 feet SCALE: NTS N 4� ryf COVERS TO GRADE 4 4 QDAq or less than one foot below final rade:. •»" . gf/°� _ - MIN.4" DIA. `5A5 17E51GN f LG>rd GALGULATIONS:. , PUBLIC WATER SDR 35 PVC,OR, P C t�R '"�m� ry .. .'..... I ....�� a %/ MINE. I.-b. •',, .. :•.. O DWELLING m b. At a minimum, all sampling manholes shall have 20-Inch covered _ PROP. - �n O P 9 ,» / GONG.PIT EL-26.4' - " EQUIVALENT V �� access openings to grade located over the Inlet and outlet. Covers ADJUSTED OR055 LOT AREA(ACRES) 5.58 DV I -'. ' I _ MIN.PITCH ":I' �� MIN.4"DIA. NV.ELS ry tJ : ' .. .� Shall be either 20-Inch diameter watertight and Insect-proof locking / SDR 35 PVC,OR 26.2' L Ipq-L:M: � ----- Z cast iron covers or thermoplastic covers at final grade. All covers POPULATION DENSITY EQUIVALENT(GPD) (1) 3348.0 I 36b I / INV.EL.26.7' EGriJIVALENT Q Shall be designed In accordance with se=ction 5-ill of this standard. INV. KE DRO FLOW LINE � / MIN.PITCH#".I' Q '� MAKE DROP IT, INV.EL.25b' •}�{ "',�. _. I OCCUPANT LOAD OF ARTIST 57UDIO(]J 11 vim*"- �t / 1,250 GAL. ACCESSIBLE FOR '- r-•,= t iv 7. When sampling manholes are approve=d to be Installed Ina I H r�,.w I / SEPTIC TANK N-ARTIST STUDIO SEPTIC i MAINTENANCE driveway or parking area, the manhole shall be designed to be DESIGN SEWAGE FLOW I .'•�^� I / TANK �J I• MIN.SEPTIC TANK CAPACITY SHALL BE CAPABLE OF HOLDING(2)DAYS DESIGN FLOW, �0 traffic bearing to meet the requirements of AA5H70 H-20 or 'p OR 1,200 6ALLON5,WHICHEVER 15 GREATER H5-20 loadin o / 2 DAYS x 60.2 6PD- 120.4 GAL<1,200 GAL->1,200 GAL CONTROLS g FLOOR AREA DENSITY KITCHEN/&RAY HYDRAULIC, I LEACHING POOL(5) 4 "'• ,•: ��" (1)NEW 8'm x W(LIQUID DEPTH)5EPTIC TANK PROVIDES APPROX.1,250 GAL GAP. A 8'-0• -I iv STRUCTURE USE (S.F) LOAD (GPD) LOAD (GPD) LOAD (GPD) (U { ,� 2. CONCRETE SHALL HAVE A MIN.COMPRESSIVE STRENGTH OF 5,000 PSI AT 28 DAYS. 6. The outlet Invert elevation shall be, o minimum of 0.1 foot b _ s :2`t� 5. WALL THICKNESS SHALL BE A MIN.OF S",TOP THICKNESS OF 8",AND BOTTOM below the Inlet Invert elevation at sampling manholes and ART GALLERY fs 1o88.q 32.1 21.5 60.2 tt 2dlba' cy THICKNESS OF 4". distribution boxes. (WITHOUT MEETING ROOMS) 4. ALL JOINTS SHALL BE SEALED 50 THAT THE TANK IS WATERTIGHT. S. SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS(WITH A MAX. c{ Sampling manholes shall have an Inside diameter Of 2 feet or SINGLE FAMILY RESIDENCE(4) - 300.0 O.O 300.0 R�Ltt� TOLERANCE OF t 1/4')ON A MIN.3•THICK BED OF COMPACTED SAND OR PEA 6RAVEL. 1 p g 2S) b. A 10'MIN.DISTANCE BETWEEN THE SEPTIC,TANK AND BUILDIN6 WITH cELLAR/BASEMENT PROJECT: an Inside area of 2 foot by 2 foot. P� �- b• g15°2 W Mp ROS SHALL BE MAINTAINED,OR 5'MIN.DISTANCE IF BUILDIN6 15 UPON A SLAB. TOTALS: 332.7 27.5 360.2Vie, a'o° tN 10. All sewer pipe penetrations In the sampling manhole shall be '-TOTAL HYDRAULIC LOAD MUST BE I THAN OR EQUAL TO THE CALCULATED POPULATION DENSITY EQUIVALENT.THE POPULATION DENSITY EQUIVALENT HAS BEEN SO \2t`� � Gt �Lf LEACHING POOLS(U -ARTIST STUDIO : CALCULATED BY MULTIPLYING THE ADJUSTED 68055 LOT AREA(:36 ACRES)BY 600 GPD/ACRE,A3 PER SECTION VII.I.a OF THE SCDOH STANDARDS FOR O 10 30 50 7O GRANGE ROUGE APPROVAL OF PLANS AND CONSTRUCTION FOR SEWAGE DISPOSAL 5YBTEM5 FOR OTHER THAN 51N6LE-FAMILY RESIDENCES'. I T J{, I. LEAGHIN6 SYSTEM SHALL PROVIDE SUFFICIENT SIDE-WALL AREA TO RECEIVE ONE FULL DAY'S DESIGN _-OCCUPANT LOAD DETERMINED A55LHiN6 AN OCCUPANT LOAD FACTOR OF 100 S.F.PER CAPITA,A5 DEFINED IN 2015 IBC TABLE 1004.12 FOR'BUSINESS AREAS"USE. �f�` FLOW(60.2 GPD),OR 300 S.F.OF SIDE-WALL AREA FOR LEAGHIN6 GALLEYS,WHICHEVER IS GREATER 5 ` 5-DENSITY LOAD AND KITCHEW6RAY LOAD ARE EQUIVALENT TO 0.03 6PD/SF AND 23 GPD/OCUPANT,RESPECTIVELY AS PER TABLE I OF THE SCOOH STANDARDS 6RAPHIG SCALE '• ;' ' L FOR APPROVAL OF PLANS AND CONSTRUCTION FOR SEWASe DISPOSAL SYSTEMS FOR OTHER THAN 51N6LE-FAMILY RESIDENCES';SEE ROW PERTAINING TO"LIBRARY, LEAGHIN6 POOLS INSTALLED IN SAND 0 GRAVEL PROVIDE I.5 GPD/S.F.SIDEWALL AREA -- 8'-O FIREHaIsa,PRECINCT,MUSEUM,ART GALLERY(W/o MEETING ROOMS)". (60.2 GPD)/(IS 6PD/5.1)-40.1 S.F.<300 S.F.-->300 S.F.SIDEWALL AREA CONTROLS z•• .:.... 4= ARTIST STUDIO 4-NOTE THAT SINGLE FAMILY RESIDENCE AND THE NEW ARTIST STUDIO SHALL BE SERVED BY SEPARATE SEPTIC SYSTEMS. SCALE: 1" = 6O'-O" 2. (I)8'm LEAGHIN6 POOL w/12'EFFECTIVE DEPTH PROVIDES 302 S.F.SIDEWALL AREA. ' ��-' '' ' '3'GLEAtJ SAND•COLLAR -` ` ' 3. LEAGHIN6 POOLS TO BE GON5TRUCTED OF PRECAST REINFORCED CONCRETE(OR EQUAL). 4. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL). ',...•.'�'.'. ''. .."• ,;1 :' 5. A 10'MIN.DISTANCE BETWEEN LEAGHIN6 POOLS AND HATER LINE SHALL BE MAINTAINED. b. AN 8'MIN.DISTANCE BETWEEN ALL LEAGHIN6 POOLS AND SEPTIC,TANK SHALL BE MAINTAINED. SU�1-0LK COUNTY H�/�LT�I DEPARTMENT �i=fi�fi�0 56995 MAIN ROAD SOUTHOLD, NY 11971 FROFOSED SEFTI G 5`1'STEM DETAIL - I-FAM I Y �r� �j;� �' f ,` ;�- � L DWELL I NC Suffolk County Dep rtmen!of'Healt2!Servicer /}Ress�� S NOT TO SCALE DRAWING TITLE: Approval for Construction.otj'-"r"T ft �t'}c(t/ V�(4Je ��y ,`i s, ALL SEPTIC SYSTEM STRUCTURES SHALL HAVE Than Sin le Family �� ✓ ` AN 8"THICK TRAFFIC-BEARING CONCRETE TOP SITE PLAN Reference No. C z�-,�I» ,, °:`: a4i •�� , -- r.ti tiign Flow �C` - Z "':> "< 4"MAIN COVER TO GRADE TO MEET AASHTO-H20/HS-20.ALL GONERS Ate,��, _Q S. ,"p'.. :4- '. ;'hSUBJEGT PROPERTY `, DRAIN 1 17MUST ALSO MEET AASHTO-H20/HS-20 REQS. PROPOSED SEPTIC SYSTE M Use(a) (7r�5+ I_ f sr it .Cr1e}Ux-_ 'G > .W SEPTIC TANK(1) - I FAMILY DWELLING LOVERS TO GRADE These - J LOCKING CAST IRON 56gg5 MAIN ROAD S.R. 25 Ex1sr.F.F. x HEAVY DUTY a NOTES p aXlt3 hate been reviewed for gr(ti?r,•:}t'atlfU!"III!! %, ,';;: I. MIN.SEPTIC TANK GAPACRY SHALL BE CAPABLE OF HOLDING(2)DAYS DESIGN FLOW,OR 1 00 GALLONS, EL-24.8' Call azicC wltf!buffo}k 1000-63-3-18.1 `'� WHICHEVER 15 GREATER. c• �<YX LOCKING CAST IRON 4X nt� KF � �nt p1 �y@a1L[! Ql"L�iCE q !ij' 1 2 DAYS x 300 C-?7=600 SAL<1,200 GAL-->1,200 6AL CONTROLS - J L GONERS TO GRADE Q Q ry Q� anaards, r�lztill� to water ' GRADE EL 28.4' -iv i -ry 5%MAXIMUM SLOPE j 9u do 2.ADDITIONALLY,PER THE SCDOH5 STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCTION FOR G.O. MIN.4"DIA. < ' > '; SEWAGE DISPOSAL SY57EM5 FOR SING E-FA I PP Y d sewage dispoKa). Retrcltes�i tet' any olzizssio*1 ,; ., s :. h. L M LY RESIDENCES',MINIMUM SEPTIC CAPACITY FORA b !ft " '• r° BEDROOM HOUSE SHALL EE 1750 GALLONS w/47 S.F.LIQUID AREA MIN. MIN. SDR 35 PVC OR couelsteneses or lac �. L �) Of' d K.. u, rtr,thin :� tr, ulretf t:) be -:' ..;. _ r 8" r-e" 5 > r� 113 +. � .,� ,$ � y, �,., ., (I) 10'm SEPTIC Tf'�hK w/4'LIQUID DEPTH PROVIDES 2p00 GAL.CAPACITY a 71 S.F.LIQUID AREA EQUIVALENT PAGE. ecerdauCe with the attached � ' ' .y 2 ,. , . '. ; :•:'_. M'` '�«. � ' � -. ' �,':•; ` % 1, F I -- .. �k!'Lillj. i,atlitltIUflS elaQt $ }Pza+iile .. ,.., , Pp ,;' ; " 3.ANK SHALL HAVE MIN.WALLNTHM C COMPRESSIVE NE OF AND BOTTOM THIGKNE55 OF 4". 4" DIA. INV.EL, U "� �: MIN. 'O '� MIN.PITCH ":I' ' stand"d",unless 8 i6clR Wain 4.ALL WALLS,BOTTOM,AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORGE OF 300 PSF. INV.EL.26.5' OR 26.2' V7 L1}E --------- Y ed by the De srtment.This approval a >, ;,..:>'> :A;;'':-.c^ ,.>G.; :." ',':> ;.: ':, .., b ,f"n* 0.>'' :p INV.EL.25.7' FLOW LINE SDR 35 PVC, e 3 P � ,.�;' -, ,. 5.ALL JOINTS SHALL BE SEALED 50 THAT THE TANK 15 WATERTIGHT EQUIVALENT , I eiS 3 S'�a�) DIE! ��approval �! ., . ,'r:-". :.', b<,y, ,,>.• ' ',� ., .�? °, 6.THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL N IRE A t - < ` .'' PP i date, !!Idea.. extended or renewed, ' � � � ,� I ALL D GTIONS(WITH MAX TOLERANCE of I/4) MIN.PITCH#":I' _ "� MAKE DROP INV.EL.25b'. , . . . V-100 v. '';: ': ;�•:.. ON A MINIMUM 3"THICK O T 4' "'} IG BID OF COMPACTED SAND OR PEA GRAVEL. ' 2000 GAL. ACCESSIBLE G •7 •: .};,� �.;..'- � �,+� 7.A IO'MIN.DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. •t `ry , SEPTIC TANK FOR : > 3- 6 EXIST.CELLAR <�`7A, =•, 'a ;t, ,z.; ,w,- MAINTENANCE A ra'v ;,, .:.�," :>;�.. ,t. . EL=21.8' pp al Date /. � E H Y AG INC POOLS(2 I FAMILY •Q�' Reviewer f ;~= L ) - L DWELLING LEAGHIN6 POOL(5) •' I. EAGHIN6 L SYSTEM SHAD PROVIDE SUFFICIENT SIDE-WALL AREA TO RECEIVE ONE FULL DAY'S DESIGN L m ''. .r t �'•, to DATE: (G t7 2 FLOW(300 GPD),OR 3OD S.F.OF SIDE-WALL AREA FOR LEAGHIN6 GALLEYS,WHICHEVER 15 GREATER 06/04/20 1 OF z - LEAGHIN6 POOLS INSTALLED IN SAND t GRAVEL PROVIDE IS 6PD/5.F.51DEWALL AREA r } " n`✓' : '' ,:: <;::;, a. $ (50°GPD)/(IS 6PD/5.F) -200 S.F.<300 S.F.-->300 S.F.51DEWALL AREA CONTROLS /8.b. anmer►t nx eY+stinv Sanity S Stcm II ust b `I " 'T ; F.p.s- r' '. 2. ADDITIONALLY,PER THE 50DOH5 STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCTION FOR t< o r.- "° SEWAGE DISPOSAL SY51EM5 FOR SINGLE-FAMILY RESIDENCES' LEAGHIN6 SYSTEM FOR A 6-BEDROOM comfarmancc\ I►h d arty.nt re :sire ent„uta at RESIDENCE SHALL ALL PROVDE 400 FT SIDE-WALL AREA. 5' i :-ate 4 (2)8'm x 8'EFFECi'IVE DEPTH LEAGHIN6 POOLS PROVIDE 400 FT SIDE-WALL AREA L ' cam letc�D farn:W�'VNd-�� a proof. 8'-°" (U 8'm x 8'EFFECTIVE DEPTH LEAGHIN6 POOL PROPOSED FOR 50%EXPANSION i�I ' O TO/iG Y M 3. LEAGHIN6 POOLS TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE(OR EQUAL). p- i " ; ," •:'."' AL 4. ALL COVERS SHALL BE OF PRECAST REINFORCED cONGRETE(OR EQUAL). 3'GLEAN SAND COLLAR' y 5. A 10'MIN.DISTANCE BETrEEN LEAGHIN6 GALLEYS AND WATER LINE SHALL BE MAINTAINED. SCALE: 1 300' b. AN 8'MIN.DISTANCE BETWEEN ALL LEAGHIN6 SALLEY5 AND SEPTIC TANK SHALL BE MAINTAINED. " = �N LOT , f s V�J5,; ,,. 4,,- � , .� ":.- TION AREA 90 LOT � _ DESGRIP COVERAGE 245,0-75.0 TOTAL LOT AREA ems° i; EXISTING HOUSE 1,855.3 S.F. 0.8� - EXISTING GARAGE O 0.0 S.F. O.I 2 90 NG EXISTING BUILDI I-10.0 S.F. 0.1% EXISTING BUILDING 144.0 S.F. 0.1% :,- .' 90 �. EXISTING BARN 1,088 9 S.F.S F p TOTAL AREA OF ALL STRUCTURES 3458.2 S.F. 1.496 56995 MAIN ROAD(SAL 25) .. - , MAXIMUM COVERAGE ALLOWED = '. 000 65- -ie.l N _�" 4 4090 (HB) 06 DRA INAGE SYS TEM CALCULATIONS ' x p�t b" „ `�•"-. .r. ^c;:;,.- '. %"...,. Y ,,,;':. .ref TEST HOLE DATA _ ' ROOF AREA- O MGDONALD GE05CIENCE Sq. Ft. I, 89 O X 1000 I,OS�i 5 Ft. X 0.1'1= 186 P BO Q 186/42.2= 44 `�, SOUTHOLD N.Y. nml VERTICAL FT. OF 8 DIA POOL REQUIRED . m' v 3g,, . ' ` 631.165.367! -,. .: - PROVIDE MIN. (IJ 8' DIA. X 3' d (I) 8 DIA. X 2 #, ''. mcd o0® mail.com STORM DRAIN. IN POO Lu .� ,' �'"�:;" EL•28.0' DRYWELL/DRAINAGE STRUCTURE NOTE: «_ AlR Cr WOFRKi A MINIMUM 10' 5EPARATION 15 U s W REQUIRED BETYVEEN DARK BROWN WATER SERYIGE u x OL F- S `.�. LINE — U /LA TE A RALS AI LOM /M NS SE / PTIG /LEAG HIND 4' %i` t r 2 N /SE �,b WER <' AND THE ED 6E OF K<�`- . ,. ALL 5TORMWATER DRAINAGE LEAGHI It NG - < fl ,t ML BROWN SILT 5TRUGTURE5 Q LEADER . NOTE: � � 1 oy CONNECT ALL LEADERS COMING 0 '' *� 4 F FROM 6U„ TTERSTO NEARE �. ST r DRYWELL. W p, Area of Construction c n In Iudes: c Barn reconstruction � 7 r Extent of Construction: 1.089 sci.ft. , , - ,.aa„ ✓ ane.,se.^,,-, X. � „.. „.s >" s , Sp PALE BROWN FINE Extent of Land Disturbance: 500' OF SITE BOUNDAR--r 3 251-1 (C.)(2) SAND n, Drainage,S �— Including Demolition, Drainage, Septfc *TO BE CONTAINED BEHIND SILT FENCING NT5 0 17, COMMENTS: NO WATER ENCOUNTERED ° 1 SITE LAYOUT NOTES: � I. THI5 15 AN ARCHITECTS SITE PLAN b 15 SUB,JEGT TO VERIFICATION BY A LICENSED 1 �1 SURVEYOR. THE INFORMATION REPRESENTED ON THIS 51TE PLAN IS TO THE ARGHITECT'5 BEST OF KNOWLEDGE. 2. SURVEY INFORMATION WAS OBTAINED FROM A SURVEY DATED OCTOBER 2, 2019 ro ° AND PREPARED BY: ! ° PECONIG SURVEYOR, P.G. 11O4' z PO BOX 0109 1230 TRAVELER STREET SOUTHOLD, N.Y. 119-71 i ao TELEPHONE: (631) 765 5020 1 �Av ' V6 � f 1 ° tp 37A F 14 Y PROJECT: z9� HEIDTMANN dam. � �' �•O 1p4, BARN x',15/ ' _ / g�.,� , N _ 56995 MAIN ROAD Q �. SOUTHOLD, NY 11971 DRAWING TITLE: a v� (5 2� STORMWATER MANAGEMENT Mp,\N O CONTROL PLAN &DETAILS PAGE: '} STORM NATER MANAOE MINT GiZ ONTOL PLAN V 1 •—100 u ,•�� ' SCALE: I" = 40-0" DATE:11 06 19 b / / 1 OF 2 STORM NATER MANAOEMENT CONTROL: PLAN °' SCALE: I" = 60-0" 06� 4 gv� 7� -jr -"" V� , : , , '*l i� �5vvi!W, r, 3,1,; ,, i., -i,��4, A-, ;;, , X,, fl aw "X 4,4, �'4 y S, Xy f V, A va To 1: -7 �A v, ca is rAtx. r�efl� 9, > v 1, �4, A> A, y. V, 1 4 f 11 5, 4 1" y'a7, T ti� ol� i, A WN f 1�i.............. , W,- V17; 0 • 1'-- 5UBJECT FRZfr-R �7 T, ri �fi01015 MAIN ROAD(5 R 5) uj r D ol vw- ,f4, Q LLI 7 #F 4" VERTICAL FACExk 'Si A 0, < 7 BEDI��INO DETAIL g. nIIJ� 7411 �41 t ,ALE: 1/4" 1'-011 -qit. -A �4 Ak, S iv �l I�v W 4� ,it- IV MAX. G. TO C. ilk kifl'#1 '-4 tL-M -4, 0� klu 'Lli-f-LiA_L_UJU 1, ;- `2�1# N4 f f 8" L EMBED FILTER CL( i , , &RAME :)p M Wl MIN. b" INTO (5ROI 4- 'A' 'u .4. NOTE: A cly, MAXIMUM DRAINAOr AREA 'V, 1/2 ACRE 100 LINEAR FEET ,W 0 0, 0 V_ 4 n SILT FENCE DETAILS ,reo 5r,ALE: 1/4" 1'-0" t ,lv j-4,j r,e 4 'IX .yr ie- 4, nz • �0, T IF: _io AN QLF FIRST STA.KL=QhV4�, 500' 0F 51TE BOUNDAR'�-r 5256- 1-l(C.,)(2) FREVIOU5LY i NT5 % z FLOP4 50' MIN. 5 PLACED ON CONTOUR BUT 5UFFICIENT TO KEEP SEDIMENT ON SITE \2 RE-OARS! 5TEEL= PICKETS OR VXV 5TAKE5 I,5' TO 2' IN GROUND. CA, DRIVE 5TAKE5 FLUSH WITH TOP OF HArf3ALE5. HAYBALES AND OR SILT FENCING p 01 ANOHORINO DETAIL/5TRAN BALE DIKE DETAIL SCALE: 1/4" 1'-0" ��T lFlK IFIANF OEFA(jg�NORETE 4" MIA TER CAST ON ar r kp RF TF 4 FRAME r\Id 0, ru�- /\ 0,374 k ORA55 SHOULDER AREA TrP. 0)< r\ OF PROJECT: OL HEIDTMANN LLV_ BARN :1 0 11110 Fj :30000000000 bo 56995 MAIN ROAD :1 0 0 n 0 _d I 1EE1 I IE SOUTHOLD, NY 11971 DRAWING TITLE: OROUND NATER 8' DIAMETER X 3'-0' DEEP PRECAST STORMWATER MANAGEMENT CONCRETE LEACHING RING. CONTROL PLAN &DETAILS ox00000000,��w :2'-0' -FOUNDATION OF COMPACTED MIN. DIAMETER MIN. CONSTRUCTION ENTREANCE GLEAN SAND BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. 4 GRAVEL FILL 5/4" STONE FILL TO 0" (MIN.) ABOVE EXISTING GRADE FOR r�)RAINAOE PAGE: 7YPIGAL SECT)ON @ LEACHINO POOL *100'ARD 5CALE: 1/4" 1'-0" SW-200 TEMFORAR)o' CONSTRUCTION ENTRANCE =DATE:11/06, 50ALE: 1/4" V-0" F=2 V5 FA(5E: NOTES � SPE( I F I C.ATI ONS CARPENTRY <E**'�ro : SITE WORK - - _- - -_- __ - __ IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDER I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH 2 d BETTER (Fb - 875) UNLESS I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR SPECIFICATIONS AND BE FAMILIARIZED WITH THE PLANS PRIOe TO WORK 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE IS A DISGREPANGY, INSULATION FENESTRATION R QU I R M NTS TOOETHER AT ALL TIMES. IT I5 ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, OTHERWISE NOTED. TITLE PAGE ---- -- ----- ------- T- 100 2. ALL LUMBER IN CRAWL SPACES TO BE 18 ABOVE SCRATCH GOAT. MAINTAIN - 8" MIN. FOUNDATION EXPOSURE. RECEIVE CLARIFICATION FROM ARGHITECT/ENGINEER PRIOR TO PROCEEDING. - NY5E00 2015 TABLE -- GENERAL 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. COMPONENT PROPERTIES COMPLIES I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 3. SILLS TO BESEALPINSULATION.L5IZELOF SIL TO 2R2I'xb SUNLEDSS 152 xb 04.02'1'3 J PROVIDE 5 B / O STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING SITE. - O STOCKPILE ALL EXCAVATED MATERIALS. - - - - - - - - -- - - -- - - IN A WORKMAN LIKE MANNER. 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEED5, TREE APPLICABLE BUILDING DEPARTMENT. I, ------ IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. MIN. R-20 CAVITY INSULATION AS ' R-21 SPRAY FOAM INSULATION OO .O I GENERAL NOTES 2. ALL CONSTRUCTION SHALL BE PERFORMEDI EXTERIOR WOOD FRAME 1PER TABLE 0402.1.3 OF NYS ENERGY YES ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 4'• AT FLUSH FRAMING USE I& GAGE METAL JOISTS HANGERS BY TECO OR ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE FOR j WALL R-VALUE I WITHIN CAVITIES, 3 THICK GORE - ZONE 4 STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. EQUAL. BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. (R=7/INCH) STRUCTURAL DESIGN CHARTS FLOORS ROOFS AND WALLS. - - - - - --- -- --- --- -- -- --- -- 2.1.3 j 5. ALL NORK SHALL AND AUTHORITIES HAVING JURISDIGTAT110NAL, STATE, AND LOCAL GORES 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN ION. Ili ROOF R-VALUE III 5.5 THICK (R-7/INCH) OF NYS ENERGY CODE - CLIMATE YES 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. R-38 SPRAY FOAM INSULATION, MIN. R-38 AS PER TABLE 040 - - -- - ---- ---- --- T - 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, MECHANICAL CONNECTIONS: ZONE 4 !' 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY - -- - -- , - - - -- -- --- - -� - -�OO HOLDOWN ANCHOR BOLT, _ OF THE OWNER/BUILDER U.O.N. I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "51MP50N" MAY BE HEATED SLAB ON R-15 RIGID FOAM INSULATION, MIN. R-15 FOR 24", AS PER TABLE -I. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. GRADE R-VALUE " 0402.1.3 OF NYS ENERGY GORE - YES _ STRAPPING Bl NAILING DETAILS ,, 3 THICK (R=5/INCH) _ ,=� -- - 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED BY ) CLIMATE ZONE 4 l,' I . STRUCTURAL DESIGN LOADS SHALL BE CLARIFIED WITH THE ARCH TLCT/ENGINEER BEFORE PROCEEDING8. MIN. HEADER TO BE (2) 2"x10" UNLESS OTHERWISE NOTED. "SIMPSON" MANUFACTURER. -- - - - - -- -- - --- -- --- -. - . ...--. -- .-_ -- ------------------- --- - ___---- --- WITH THE WORK. 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES I U-VALUE = 0.25 NYSEGG 0402.5 AND TABLE 0402.4, �• ----- ------------ - ----------------.---------------- _--_-___-_____-_-.___---� INDICATED IN "51MP50N" PRODUCT LITERATURE. THERE MAY BE SEVERAL WINDOW U-FACTOR YES q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE AIR LEAKAGE = 0.30 GFM/SF MAXIMUM U-FACTOR=0.38m�OO•O I SITE PLAN 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL 5Y5TEM SHALL BE MADE LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY !I MAXIMUM SHGG=0.36 I UNLESS APPROVED BY THE ARCH ITECT/EN6INEER. P.T. LOADING VALUES ARE LESS THAN WHAT 15 SPECIFIED BY "SIMPSON" ! MAXIMUM AIR LEAKAGE-0.30 GFM/SF - ( I PROJECT ZONING DATA ANS 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED I PROJECT/ ZONING CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOORPL - - -- - - - -- ------- ----- - - --- BEFORE THE START OF FRAMING MODEL OF EQUIPMENT WITH SIZE OF % 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT A5 PER CONTRACTOR TO COORDINATE SIZING ON PAGE A-I. GENERALLY, SHEATHING IS OF I/2" THIGKNE55 ON WALLS AND � I, MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. ROOF AND IS OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS #: NGB 240E OR EQUAL b. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN HW FLOW RATE: 4.5 GPM DWELLINGHEATING AND COOLING -- ---I- -- ---------- - ---------- - - - ; 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL GORES. SPECIFICATIONS OF THE PRODUCT BEING INSTALLED . YES APPLICABLE. 7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY NAVIEN CONDENSING GAS AFUE: c15.0% EQUIPMENT SIZING SHALL BE PER -�0® DEMOLITION PLAN ; q. DO NOT 50ALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCEARCHITECT I COMBINATION BOILER HEATING CAPACITY: 112 MBH ALGA MANUAL J OR SIMILAR SECTION 11. SUB FLOORING, GENERALLY, TO BE OF 3/4' THIGKNE55 AND OF GDX GRADE. 8. ALL CONNECTORS SPECIFIED ASA "SIMPSON" TOP MOUNTED BEAM HANGER I � NET AHRI RATING: q7 MBH OF RESIDENTIAL CODE OF NEW YORK I FOUNDATION PLAN W CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL - MAX. 6A5 INPUT: Igq,g00 BTU/HR STATE. 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, NAILING AS PER FASTENING SCHEDULE - , SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED BEAM HANGER ' 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. PROPERTY OF ANTHONY PORTILLO, RA . - ------ - - ------------------ ----------------- - I- I I. THESE SET OF DRAWINGS ARE THE P APPROVED EQUALFOUNDATION, GONGRETE, AND MASONRY - O O AND SHALL NOT BE ALTERED OR BE R'EPROI7U0ED WITHOUT WRITTEN FIRST FLOOR PLANS U PERMISSION FROM THE ARCHITECT. 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT W UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE ROOF PLAN U 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS SUB-CONTRACTORS IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF 14. PROVIDE X GROSS BRACING AT JOISTS, 5TUD5, AND RAFTERS WHEN SPANS THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. SECTIONS J RESPONSIBLE FOR ME51ON INTENT ONLY. EXCEED 8'-0" AND AT EVERY &'-0". UNDISTURBED 501E VIRGINQ ALL FOOTINGS TO BEAR ON FIRM, , 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. -- ----- -- - - -- -- ----- - --------- - -------- 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE 2. ELEVATIONS • 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL A-200 3. 501L TO HAVE MIN. BEARING CAPACITY OF (1) TON/SQ. FT., U.O.N. -_ --- TIMES. AT THE COMPLETION OF WORK, 'THE CONTRACTOR 5-1ALL REMOVE ALL W RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLA55 AND LEAVE WORK 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS 4. FOOTINGS TO REST A MIN. OF 3'-0" BELOGRADE, UNLE55 BROOM GLEAN. NECESSARY. OTHERWISE NOTED . 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGE A-200 5. WALL5 TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES AND ORDINANCES. 15. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. b. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS GENERALLY, 5EPARATE DOUBLE J0I5T THE THICKNESS OF WALL ABOVE. SUB UNTIL 1== TIER OF FRAMING 15 IN PLACE. 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HI5 WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A I6 SPAN. ' 7. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. THE SUB-CONTR:ACTOR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING COMPLETION OF PROJECT. AS PER PAGE A-200. 8. ALL OPENINGS FOR BEAM POCKETS,UTILITIES, ETC. TO BE FILLED 17. THE CONTRACTOR SHALL INDEMNIFY' AND HOLD HARMLESS THE OWNER, SOLID WITH CONCRETE. ARCHITECT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. "P.T.„ SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN qD ___-______ AGAINST ALL CLAIMS,DAMAGES, LOSSES AND EXPENSES, INCLUDING ACCORDANCE w/ AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD . ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE A-200. ll ATTORNEYS FEES ARISING OUT S, OR RESULTING FROM THE PERFORMANCE OF TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER NSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR 50AKINO UNTIL THE WOOD 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 7AE3LE 16 04.5 THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE ll 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH E TO ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, DAYS OF 4,000 P.S.I., U.O.N. INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK CONTRACTOR 15TO OGH ASAHANGERSLL WNA�ILS SCREWS FLASHITHAT 15 DNGYF.T. LUMBER ANGHOR BOLTS II. GONG. SLABS TO REST ON MIN. OF b" FINE GRAVEL OR SAND WITH ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS--- -- -- MANUFACTURER ITSELF INCLUDING THE L055 OR USE RESULTING THEREFROM). (B) 15 CAUSED IN ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OM155ION OF THE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. STRUCTURAL MEMBER ALLOWABLE DEFLECTION CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: _- ---------------I � I � ------- -------------------------------- BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A A. TRU55 J0157 McMILLIAN IAE MIGROLAM 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - ROOF MEMBERS SUPPORTING PLASTER OR 5T0000 CEILING jl L/360 B. GEORGIA PACIFIC 2.0E G-P LAM N WALL TIE PER (3) SQ. FT. ROOF MEMBERS SUPPORTING NON-PLASTER CEILING I 1 PARTY INDEMNIFIED HEREUNDER. 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING A. TRUSS J015T McMILLIAN 2.OE PARALLAM 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, - I L/240 P5L (PARALLEL STRAND LUMBER) DENOTES BUT NOT LIMITED TO FORM-WORK, BLOrK-WORK, FRAMING,NAILING, PLACING ------ - --------- OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. SPEC.s MAX. 52'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, ROOF MEMBERS NOT SUPPORTING CEILING L/180 22. FOR NEW WALLS, A PERFORATED 5HEARWALL SYSTEM 15 USED. THE 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. - -------- AND SPECIFICATIONS CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS THE !FLOOR MEMBERS -- - --- AND SPEGIFIGATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN NOTES, ANDCONTRACTORS TABLES ON PAGESDIRECTED TO THE APPLICABLE FROM FOOTING TO 2' ABOVE FINISH GRADE. L/360 l AUTHORIZATION OF THE ARGHITEGT/ENGINEER. ---------------- -_.---- I_--------- ------------- I SPECIFIES THE REOV NAILING FOR THE SHEATHING (ANY NAILING I6. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING OF 40°F AND FALLING, UNLE55 APPROVED BY ARCHITEGT/ENGINEER. NO ! EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH �, L/360 NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED CONCRETE SHALL BE PLACED ON FROZEN SURFACES. - ---- ------ - - - -"----------- - ---- - --- - - -- -------�' PERTAINING ARE TO BE FIELD VERIFIED. SHEAR-WALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS d MANU. 5PEG.'s). EXTERIOR WALLS W/ BRITTLE FIN15HE5 L/240 l HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLE55 SPECIFIED BY -------- 20. CONTRACTOR TO REMOVE d RELOCATE AS REQUIRED ALL EXISTING WORK -- -----------EXTERIOR HALLS -------FL�--- I- - ---- - --- ----- ---- ---- ---- WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. 23. COLUMN BEARING AS FOLLOWS: XIBLE FINISHES L/120 ARCHITECT/ ENGINEER. I WOOD POSTING TO BE BLOCKED 50LID TO FOUND.WALL w/ END GRAIN, 18. PROVIDE BIIUMINOU5 JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND21. ALL - ---- -- ------ TREATED WOOD d FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. WHERE EVER APPLICABLE. INTERIOR PARTITIONS K/ PLASTER OR STUGGO FINISH I L/360 SPECIFICATIONS,MATERIALS IUNLESS NOTED TO BE IO INSTALLED AS PER MANUFACTURER'S WALL w/STEEL SHIMS d A MIN. 3/4" OF NON-SHRINK GROUT Iq. UNLE55 OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE SEGUR E w/(2) I/2" cp ANCHOR BOLTS (4' LONG EXPANSION BOLTS ® - --- 22. PROVIDE FIREBLOCKING A5 PER NEW YORK ACCESSIBILITY STANDARDS. EXIST. WALLS $ 12" LONG HOOKED BOLTS ® NEW FOUND. WALL5). FOR ANY INTERIOR PARTITIONS 1^1/ BRITTLE FINISHES L/240 MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. , PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK --- --- ---`- -- "- -- 7' ---- --- -- -- ----- POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. I6" CONCRETE SLA65 TO HAVE bxb 10/10 WELDED WIRE REINFORCING. 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED 0 POSTING, U.O.N.). INTERIOR PARTITIONS W/ FLEXIBLE FINISHES L/120 UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS �- - ----- -"----------- - ` -- --- (BUTIIII WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED I COPYRIGHT PROTECTION ACT OF IggO (AWCPA), WHICH HAS SEVERE PENALTIES. IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ AS IN SOLID 8 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 8" H STANDARD 5HEARWALL HARDWARE (w/ NOTED VALUES) d ANCHOR BOLTS, DEEP b 3'-0" BELOW GRADE. Z U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8" LONG w K/ b" RISE 8 w/ (2) 5/4"0 BOLTS THROUGH CENTER LINE OF VERTICAL LEGS PLUMBING p CODES AND REFERENCE STANDARD: SET b" D15T., U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGE -200. I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DW)I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2015 NEW YORK STATE SYSTEMS TO NYS PLUMBING CODE AND NYS DEC REGULATIONS. -- BUILDING CODE, 2015 NEW YORK STATE PROPERTY MAINTENANCE CODE, AND STRUGTUR,AL DES I CSN LOADS 2015 NEW YORK STATE ENERGY CON5ER:VATION CODE. 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. - - -- -- -- w GLA55 WINDOWS AND DOORS -- -- ---- ---- l Q 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF 1. ALL GLA55 TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION - USE- - 1f LIVE LOAD DEAD LOAD o WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2012 WOOD FRAME AND AT BASE OF VERTICAL WASTE PIPES. I CONSTRUCTION MANUAL BY AF 6 PA. 2. GLASS DOORS AND WINDOW5 SHALL NOT BE INSTALLED UNTIL PROPER - -I -- - CLEARANCES ARE PROVIDED. 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER - FIRST FLOOR AREA--- ---------- - -- ---"-- p p - - - w S 100 sf 15 sf 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2015 NEW YORK STATE FOOT. II, PLUMBING GORE. 3. ALL SLIDING GLA55 DOORS, SKYLIGHTS, AND ANY GLA55 UNIT INSTALLED GUARDRAILS AND HANDRAILS WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED CLASS, - 2„ (LIVE = LINEAR / POINT) - - I -p - - it 15 psf 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: 50 If / 200 Lbs, 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2015 NEW YORK STATE UNLESS OTHERWISE NOTED. DISH WASHER..................... ROOF LOADING (LIVE = GROUND SNOW LOAD) i p 15 sf it a RNATIONAL FUEL 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH -- ----- _.. - - =_ = L--- 25- SP---L- ---p- --'II MECHANICAL. ALL ELECTRI AL WORK SHALLECONFORM TO 20116 NATIONAL ELECTRIC CODE, MANUFACTURERS SPECIFICATIONS. - 5HO14EWTUB..........................................22I 'F;• '°� 'Cacy� NFPA 70 AND 2015 NEW YORK STATE ENERGY CONSERVATION CODE. - TOILET........................................................3" ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH L`! M. U �� 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE - LAUNDRY .................................................2" ASCE -1-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) ENERGY CONSERVATION CODE. - FLOOR DRAIN..........................................3" lk GENERAL WIND PROTECTION CONNECTION NOTES: b. PROVIDE FLASHING PANS UNDER ALL SLIDING GLASS DOORS, WINDOWS, OR 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" " ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN bOF AN EXTERIOR SURFACE. THROUGH ROOF. ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL - ------- - ------------- - - -- a-'; �� CONSTRUCTION;557D 10-qq AND 2015 550 HIGH WIND EDITION WOOD FRAME CLIMATIC, AND OCOORAPHIG DESIGN CRITERIA N CONSTRUCTION 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL 7. PROVIDE FROST-PROOF HOSE 5I55 WITH EASILY ACCESSIBLE DRAIN 8 �37�©fl O I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. DRAIN COOKS AS R.EQ'D. H05E BIBS SHALL BE PROVIDED WITH BACKFLOW , _ -SIQ ��'� FLOORS, 5TUD5 AND ROOF FRAMING SHALL BE PROVIDED. GROUND SNOW LOAD I' 25 LBS - - 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT 5. ALL GLASS IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLASS � ` INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUB5 ARE TO BE PROVIDED BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. WITH BACK FLOW PROTECTION. BASIC WIND SPEED 130 MPH 3. METAL PLATES, CONNECTORS, SGRI=W5, BOLTS AND NAILS EXPOSED q. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH - ----------------------�----------- -- --------- ------ - ----- -' DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL ANOTHER WINDOW MANUFACTURER, IT IS THE RESPONSIBILITY OF THE q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL EXPOSURE CATEGORY g PROJECT: AREAS SHALL BE STAINLESS STEEL_ OR HOT DIPPED GALVANIZED. CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH HEALTH DEPARTMENT STANDARDS AND REGULATIONS. THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR SEISMIC DESIGN CATEGORY B GRANGE G E RO U G PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AR_A, AND EGRESS TO CONGEALMENT OF PLUMBING. � SEVERE I, AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. REQUIREMENTS. WEATHERINS 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING 11. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING GORE. l - - - -- A RTI S iT WORKSHOP RAFTERS EXCEPT WHERE COLLAR TIES OF IX& OR 2X4 LUMBER 15 LOCATED 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED r- 3'-O" - it IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF RAFTERS. TEMPERED GLASS. NOR ANY POTENTIAL DAMAGE THEREOF. FROST LINE: DEPTH 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. --------------- 7. FLOOR TO FLOOR HOLD-DOWN5 TO BE PROVIDED EVERY 45 AND EVERY ELECTRICAL: GYPSUM 1. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT TERMITE MODERATE TO HEAVY 16" WITHIN 4' OF EXTERIOR CORNERS. � - - - -- ---------- - ---� ----YES-- - -- 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED ENERGY CONSERVATION GODS. �CE BARRIER REQUIRED ----- 56995 MAIN ROAD TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM COMPOUND METHOD. L -- - - - - TO 2011 NATIONAL ELECTRIC CODE, NFPA 70 AND 2015 NEW YORK STATE �I OF I" AND 3"X3"X�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILING, UNLE55 SOUTHOLD, NY 11971 PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR 2• CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON OTHERWISE NOTED. WATER RESISTANT (H.R.) AT BATHROOMS AND WHERE BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7" IN CONCRETE/MASONRY COMPLETION OF WORK. DEEMED APPLICABLE. FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS AND AT SPACING NOT EXCEEDING 4' ON CENTER. 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: 3. 5/8", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS DRAWING_ _ TITLE:-- - _ITL_E_ : - GENERALLY,VERIFY OR PROVIDE HARD WIRED SMOKE DETECTORS w/ BATTERY BACK-UP IN: (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET GENERAL NOTES IN EACH DIRECTION BEYOND THE UNIT(5). ALSO AT HEAT PRODUCING ASPHALT ROOFING SHINGLES A. EACH SLEEPING ROOM EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL PROJECT/ZONING DATA I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLASS-A ASPHALT ROOFING CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. SHINGLES OR APPROVED EQUAL. B. OUTSIDE OF EACH SEPARATE SLEEPING 4• FINISH JOINT5, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BT= 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE AREA IN THE IMMEDIATE VICINITY OF TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS J� NOTED. ALSO, CONTRACTORS OPTION 7-0 APPLY GAF-WEATHER-WATCH ICE THE BEDROOMS (GENERALLY THE HALLHAI Y) TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL G. EVERY LEVEL OF DWELLING 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND LINE. d 24 FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. (BASMENT, FIRST FLOOR, $ SECOND FLOOR, ETC) ALL OPENINGS. 3. PROVIDE FLASHING NEGE55ARY FOR WATER TIGHT AND WEATHERPROOF CONSTRUCTION. INSULATION 6. FASTEN GYPSUM BOARD A5 PER FASTENING SCHEDULE ON PAGE A-200. I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED Of w 'Lumol 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. A--Lu SPECIFICATIONS. FOIL TO BE PLACED TOWARD WARM SIDE. 5. NAILING OF ROOFING SHALL BE TO GODS. 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION WALLS FROM b" BELOW GRADE TO 24" BELOW &RADE IF DESIRED BY i 6. CORROSION RESISTANT II GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE DATE: 11/20/20 2 OF 7 PERMITTED FOUNDATION WATERPROOFING. 7. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: _- --w 2:12 PITCHES TO 4:12 PITCHES - q" R-30 FOR FLAT GEILIN05 - 8.25" R-300 FOR VAULTED AND CATHEDRAL CEILIN55 8. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF - 3.5" R-13 FOR 2"x4" WALL CONSTRUCTION THE SEALANT TO UPLIFT FORGES USING A57M D 6381. - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION - 5.25" R-21 FOR FLOORS - -- - - - II FROJEGT I ZONING DATA II TAX MAP # �w?° k1, ZONING DISTRICT HB N Am OT AREA 24510 • ' OCCUPANCY GLASS I F I CATI ON B OCCUPANT LOAD 1 II CONSTRUCTION CLA551 F I CATI ON V-B —JI i' FEMA FLOOD ZONE X WETLANDS D I STRI GT III N/A DEC DISTRICT !I' N/A 1 1 ' w 1 EXISTING PROPOSED PROP. ARTIST STUD I 0 (EXIST. 1088.cf `- a BARN) FIRST FLOOR AREA S.F. AREA „ � y �, •y`�D,o� ---11QQ - 0? a”" """ a_-- - OCCUPANT LOAD PERTAINS TO AR71 ST STUDIO ONLY. OCCUPANT LOAD ' fi gLD6 pStw. � r• �- DETERMINED ASSUMING AN OCCUPANT LOAD FACTOR OF 100 S.F. PER CAPITA, AS DEFINED IN 2015 I BG TABLE 1004.1.2 FOR "BUSINESS = ! AREAS" USE. 34.1' II� L07 C0VERA0E }i 1 I ` is .._..... t g i16 DESRIPTION AREA - % LOT �� - � - CCOVERAGE i I 243,015.0 Ji TOTAL LOT AREA I� . I i i ' EXISTING HOUSE 1,855.5 S.F. 0.a% I � I EXISTING OARAOE 200.0 S.F. 0.1% o ' 3 o b' 1F _—_ _ - -_ - ___ _-- _ COMcheck Software Version COMcheckWeb Envelope Compliance ,Certiftat ®4 O� M Project Information 0 Energy Code: 2015 IECC ' Project Title: Grange Rouge Artist Workshop (P Location: Southold, New York .a► n �" 03-7 Orb �O Climate Zone: 4a Project Type: New Construction �J op tN4E� Vertical Glazing/Wall Area: 23% ` � Construction Site:' Owner/Agenti: Designer/Contractor: 56995 Main Road - AUG 12 2020 AMP Architecture, PLLC Southold, New York 11971 1075 Franklinville-Road - Laurel,,New York 11948 Additional Efficiency Package(s) RUHMP4G DEPT. 516-214-0160 High efficiency HVAC. Systems that do not meet the performance requirement will be identified in the mechanical requirements checklist report. Building Area Floor Area 1-Barn First Floor Area(Workshop): Nonresidential 1089 Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factor(a) Perimeter Roof:Attic Roof,Wood joists,[Bldg. Use 1-Barn First Floor 1263 38.0 0.0 0.027 0.027 Area] Floor: Heated Slab-On-Grade, Horizontal with vertical 2 ft., 169 — 15.0 1.250 0.860 [Bldg. Use 1-Barn First Floor Area](c) NORTH Ext.Wall:Wood-Framed, 16in. o.c.,[Bldg. Use 1-Barn First 332 21.0 0.0 0.062 0.064 Floor Area] Window:Vinyl Frame: Operable, Perf.Specs.: Product ID 134 — — 0.250 0.450 Andersen 400 Series, SHGC 0.25, [Bldg. Use 1-Barn First Floor Area] (b) Door: , Perf. Specs.: Product ID Andersen 400 Series, SHGC 128 — — 0.250 0.770 0.25, [Bldg. Use 1-Barn First Floor Area] (b) EAST Ext.Wall:Wood-Framed, 16in.o.c., [Bldg. Use 1-Barn First 514 21.0 0.0 0.062 0.064 Floor Area] SOUTH Ext.Wall:Wood-Framed, 161n.o.c., [Bldg. Use 1-Barn First 484 21.0 0.0 0.062 0.064 Floor Area] Window:Vinyl Frame: Operable, Perf.Specs.: Product ID 96 — — 0.250 0.450 Andersen 400 Series,SHGC 0.25, [Bldg. Use 1-Barn First Floor Area](b) Door: , Perf.Specs.: Product,ID Andersen 400 Series,SHGC 48 — — 0.250 0.770 0.25, [Bldg. Use 1-Barn First Floor Area] (b) WEST Ext.Wall:Wood-Framed, 16in.o.c., [Bldg. Use 1-Barn First 486 21.0 0.0 0.062 0.064 Floor Area] - Project Title: Grange Rouge Artist Workshop Report date: 08/11/20 Data filename: Page 1 of 14 Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R Value U-Factor Factories Perimeter Window:Vinyl Frame:Operable, Perf.Specs.: Product ID 8 — — 0.250 0.450 Andersen 400 Series,SHGC 0.25, [Bldg: Use 1-Barn First Floor Area] (b) - r` Door: Insulated Metal,Swinging, [Bldg. Use 1-Barn First Floor 20 — — 0.250 0.610 Area] (a)Budget U-factors are used for•software baseline calculations ONLY,and are not code requirements. (b)Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation. (c)Slab-On-Grade proposed and budget U-factors shown in table are F-factors. Project Notes �Envelope�PASSES: Design 16%better than . . - Envelope Compliance Statement Compliance Statement. The proposed envelope design representediin this document is consistent with the building plans, specifications, and other calculations,submitted with this permit application.The proposed envelope systems have been designed to meet the 2015 IECC requirements in COMcheck Version COMcheckWeb and to comply with any applicable mandatory requirements-listed;in the Inspection�Checklist.0A - Name-Title Signature f Date Conversion of existing accessory storage building to an Artist Workshop. a , Project Title: Grange Rouge Artist Workshop Report date: 08/11/20 -Data filename: - - Page 2 of 14 COMcheck Software.;Version- COMcheckWeb Interior Lighting Compliance Certificate Project Information - y Energy Code: 2015 IECC Project Title: Grange Rouge,Artist Workshop,, Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: 56995 Main Road „ ::r AMP Architecture, PLLC Southold, New York 11971 ` 1075 Franklinville Road Laurel, New York 11948 Additional Efficiency Package(s) 516-214-0160 High efficiency HVAC. Systems that do not meet the performance requirement will be identified-in the mechanical requirements checklist report. Allowed Interior•Lighting Power ;7 A ,.. B C D : Area Category " -' Floor Area Allowed Allowed.Watts (ft2) . Watts/M, 1-Barn First Floor Area (Workshop) 1089 1.19 1296 Total Allowed Watts= 1296 Proposed Interior Lighting Power a- A' i �> B -C D E- Fixture ID:Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixture. Watt. 1-Barn First Floor Area (Workshop) LED: High Hat's:'LED A Lamp 13Wi`r'`` _' :• 's" s' ' 1 ' 30 13 390 LED: Ceiling Fan w/Light:Other: 1 2 20 40 LED:Wall Sconces: LED A Lamp 12W; 1 20 - 12 _. 240 Total Proposed.Watts,=- 670 Interior Lighting PASSES: D- .. - Interior Lighting Compliance statement Compliance Statement. The proposed interior lighting design represented in this document is Consistent with the building plans, specifications,and other calculations submitted with this permit application.The proposed interior lighting systems have been designed to meet the 2015 IECC requirements in COMcheck Version COMcheckWeb and to.comply with-an applicable.,,- mandatory requirements listed in the Inspection Checklist. w Name-Title,,,-.,, , Signature, ;Date , Project Title: Grange Rouge Artist Workshop Report date:08/11/20 Data filename: Page 3 of 14 COMcheck Software Version COMcheckWeb Exterior_ Light!ng,Compliance Certificate - _�r; '- -� ,', r r' ��f ,f i• �j�ifs' — ' �I� i u� f -. � ,•'' _ Project Information Energy Code: 2015 IECC Project Title: Grange Rouge Artist Workshop Project Type: New Construction ''=5' Exterior Lighting Zone 2 (Neigh borhood,bbsi'ne'ss,district) i = Construction Site: Owner/Agent: Designer/Contractor: 56995 Main Road AMP Architecture, PLLC Southold,New York 11971'i-, 1075 Franklinville Road:,,, Laurel, New York-11948 u. 1 516-214-0160 Allowed Exterior Lighting Power A B C D- ; '- . E Area/Surface Category Quantity Allowed .,,,Tradable Allowed Watts,:,. Watts/ Wattage (B X C) Front Doors(2)(Main entry) "` 6 ft of door "20' ' ''' Yes 120 Rear Barn Door(Other door(not main entry))'- 16 ft of 20 Yes 320 - - - - --- -- - - - -- - - - - - -- - Total Tradable Watts-(a)= , - Q - - - — -- - - - - - -- - .- -Total Allowed Watts-= 440- Total 40.Total Allowed Supplemental Watts(b)= 600 (a)Wattage tradeoffs are only allowed between tradable areas/surfaces. zi,�, - " (b)-A supplemental allowance equal to 600 watts may be applied toward compliance of both non-tradable and tradable areas/surfaces. Proposed Exterior Lighting-Power Fixture ID: Description/Lamp/Wattage Per Lamp/Ballast Lamps/ „4 of. ,-Fixture -,(C-X D) - Fixture Fixture, , Watt. Front Doors(2) (Main entry.-6 ft of door width):Tradable Wattage - --- -- - - LED: Exterior Flood-Light's: Other: 2 2 24 48 Rear Barn Door(Other door(not main entry). 16 ft of door width): Tradable Wattage LED: Exterior Flood Lights:Other: 3 1 36 36 Total Tiadable Proposed Watts Exterior Lighting PASSES: Design 92% better than .. Exterior Lighting.Compliance Statement Compliance Statement: The proposed exterior lighting design represented in this document is consistent with the building plans, specifications,and other calculations submitted with-this permit application.The-proposed exterior lighting systems have been _ designed to meet the-2015 IECC requirements in COMcheck Version COMcheckWeb and to comply with any applicable i mandatory requirements listed in the Inspection Checklist. Name-Title Signature Date Project Title: Grange Rouge Artist Workshop Report date: 08/11/20 Data filename: - - - - - - - -- Page -4 of-14 _ , COMcheck Software Version COMcheckWeb Mechanical Compliance .Certificate Project Information:,,_ = , „ Energy Code: 2015 IECC Project Title: Grange Rouge Artist Workshop Location: Southold, New York Climate Zone: 4a , - - 1 1 , Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: 56995 Main Road AMP Architecture, PLLC Southold, New York 11971 " " _ 1075,Frariklinville Road ; L'aurei, New York 11948 Additional Efficiency Package(s) 516-214-0160'' High efficiency HVAC. Systems that do not meet the performance requirement•will be,i_dentified in the mechanical requirements checklist report. „r Mechanical Systems List _ Quantity System Type&Description 1 Water Heater: - Gas Instantaneous Water Heater,Capacity:4 gallons, Input Rating: 199 kBtu/h w/Circulation Pump Proposed Efficiency: 95.00 EF, Required Efficiency:0.61 EF ` Mechanical Compliance Statement , Compliance Statement: The proposed mechanical design represented in this document'is consistent with the building plans, specifications,and other calculations submitted with this permit application.The proposed mechanical systems have been designed to meet the 2015 IECC requirements in COMcheck Version COMc_he_ckWeb and to comply with any-applicable mandatory requirements listed in the Inspection Checklist. \ Name-Title Signature Date •_ - Project Title: Grange Rouge Artist Workshop Report date: 08/11/20 Data filename: Page 5 of 14 , COMcheck Software Version COMcheckWeb Inspection Checklist Energy Code: 2015 IECC Requirements: 68.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section # Plan Review 'Complies? Comments/Assumptions &Recl.ID C103.2 ;Plans and/or specifications provide all ;❑Complies ;Requirement will be met. [PRI]1 :information with which compliance ;❑Does Not ;can be determined for the building ; envelope and document where ❑Not Observable exceptions to the standard are �❑Not Applicable claimed. ' C103.2 I Plans,specifications,and/or ;❑Complies :Requirement will be met. [PR3]1 ;calculations provide all information ;❑Does Not with which compliance can be determined for the service water ;❑Not Observable heating systems and equipment and �❑Not Applicable ; document where exceptions to the (standard are'claimed. Hot water ;system sized per manufacturer's ;sizing guide. ; C103.2 ;;Plans,specifications,and/or ;❑Complies [1311411 ;calculations provide all information ;❑Does Not with which compliance can be ; ;determined for the interior lighting ;❑Not Observable ;and electrical systems and equipment ❑Not Applicable ;and document where exceptions to the standard are claimed. Information ;provided should include interior ;lighting power calculations,wattage of; ; bulbs and ballasts,transformers and :control devices. i C103.2 ;Plans,specifications,and/or 'I❑Complies ; [PR811 :calculations provide all information ;❑Does Not ;with which compliance can be ; (determined for the exterior lighting ;❑Not Observable and electrical systems and equipment ;❑Not Applicable ;and document where exceptions to ; .the standard are claimed. Information ; provided should include exterior lighting power calculations,wattage of; :bulbs and ballasts,transformers and :control devices. C402.4.1 ;The vertical fenestration area<= 30 ;❑Complies ;Requirement will be met. [PR10]1 :percent of the gross above-grade wall ;❑Does Not ;area. ;❑Not Observable ;❑Not Applicable C402.4.1 ;The skylight area <= 3 percent of the ;❑Complies :Requirement will be met. [PR1111 ;gross roof area. ;❑Does Not ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 13 ILow Impact(Tier 3) Project Title: Grange Rouge Artist Workshop Report date: 08/11/20 Data filename: - Page 6 of 14 t Section Plan Review ,' ',iComplies?, „ Comments/Assumptions,, , C402.4.2 ;In enclosed spaces>2,500 ft2 ;❑Complies- :Exception: Requirement does not apply. [PR14]1 :directly under a roof with ceiling ;❑Does Not :heights>15 ft.and used as an office, I lobby,atrium, concourse,corridor, ;❑Not Observable storage,gymnasium/exercise center, :❑Not Applicable ; :convention center,automotive :service, manufacturing, non- refrigerated warehouse, retail store, ;distribution/sorting area;~ ; :transportation, or workshop,the : ;following requirements apply: (a)the ; ;daylight zone under skylights is>_ ;half the floor area; (b)the skylight :area to daylight zone is>=3 percent ;with a skylight VT>=0.40;or a minimum skylight effective aperture f >= 1 percent. ; C406 ;Plans,specifications, and/or ;❑Complies "' Requirement will be met. [PR9]1 (calculations provide all information ;❑Does Not ;with which compliance can be ; ;determined for the additional energy ;❑Not Observable :efficiency package options. ;❑Not Applicable ; Additional Comments/Assumptions: 11 High Impact(Tier 1) 1,2, Medium Impact(Tier 2) 3` Low Impact(Tier 3) Project Title: Grange Rouge Artist Workshop Report date: 08/11/20 Data filename: Page 7 of 14 section #. Footing/Foundation Inspection Complies? Comments/Assumptions & Req.ID, C3012 Slab edge insulation installed per ;❑Complies ;Requirement will be met. [1704F ,, ,'manufacturer's instructions. ;❑Does Not ',❑Not Observable I ;❑Not Applicable C303.2.1 ;Exterior insulation protected against ;❑Complies ;Requirement will be met. [FO6]1 ;damage,sunlight, moisture,wind, ;❑Does Not landscaping and equipment ;maintenance activities. T❑Not Observable ;❑Not Applicable ; C104 Installed slab-on-grade insulation type ;❑Complies ;See the Envelope Assemblies table for values. [FO3]2 and R-value consistent with insulation :F-]Does Not specifications reported in plans and #COMcheck reports. :❑Not Observable ❑Not Applicable C402.2.6 ;Radiant heating systems panels ;❑Complies ;Exception: Requirement does not apply:' [FO12]3 ;insulated to>=R-3.5 on face opposite 1❑Does Not j space being heated. i :See the Envelope Assemblies-table for values. i ❑Not Observable: 7 ;❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2, Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Grange Rouge Artist Workshop Report date: 08/11/20 Data filename: - - Page 8 of 14 section, #, Framing/Rough-In Inspection%" '�'Complies? Comments/Assumptions- C303.1.3 j Fenestration products rated in E❑Complies :Requirement will be met. [FR12]2 f accordance with NFRC. ;❑Does Not ;❑Not Observable ❑Not Applicable C303.1.3 ;Fenestration products are certified as ;❑Complies ;Requirement will be met. [FR13]1 :to performance labels or certificates ;❑Does Not provided. ; ❑Not Observable; ❑Not Applicable C402.4.3 ;Vertical fenestration SHGC value. ;❑Complies ;See the Envelope assemblies table for values. ' [FR1011 ;❑Does Not r • _ ❑Not Observable ❑Not Applicable C402.4.3, ;Vertical fenestration LI-Factor. ;❑Complies ISee the Envelope-Assemblies table for values. C402.4.3. ;❑Does Not 4 [FR8]1 :❑Not Observable: ; ❑Not Applicable C402.4.4 U-factor of opaque doors associated ;❑Complies ;See the Envelope Assemblies table fnrvalues. [FR14]2 Iwith the building thermal envelope ;❑Does Not I meets requirements. " ` � ;❑Not Observable: �. ❑Not Applicable " 0402.5.7 ';Vestibules are installed on all building ;❑Complies ;Exception: Requirement does not apply. [FR17]3- entrances. Doors have self-closing ;❑Does Not devices. UNot Observable: - ;❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) ;;2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Grange Rouge Artist Workshop Report date: 08/11/20 Data filename: Page 9 of 14 section # Plumbing Rough-In Inspection Complies? Comments/Assumptions & Req.ID C404.5, ;Heated water supply piping conforms ;❑Complies ;Exception: Requirement does not apply. C404:5.1, Ito pipe length and volume ;❑Does Not C404.5.2 Irequirements. Refer to section details. ; Not Observable [PL6]3 i ;❑Not Applicable C404.6.1, Automatic time switches installed to ;❑Complies .;Exception: Requirement does not apply. C404.6.2 :automatically switch off the ;ODoes Not [PL3]1 ;recirculating hot-water system or heat; 'trace. :❑Not Observable: :[]Not Applicable Applicable ; C404.6.3 +Pumps that circulate water between a ;❑Complies ;Exception: Requirement does not apply. [PL7]3 heater and storage tank have controls �❑Does Not ; :r that limit operation from startup to I❑Not Observable cycle. ., minutes after end of heating �❑Not Applicable ,;,• C404.7 . ;,Water distribution system that pumps ;❑Complies ;Exception: Requirement does not apply. [PL8]3 water from a heated-water supply ❑Does Not i pipe back to the heated-water source Ithrough a cold-water supply pipe is a ;❑Not Observable Jdemand recirculation water system. ❑Not Applicable y i Pumps within this system have !controls that start the pump upon ; receiving a signal from the action of a• 'user of a fixture or appliance and ; limits the temperature of the water ;entering the cold-water piping to ; i 104°F. ; Additional Comments/Assumptions: 1 High Impact(Tier 1) 2' Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Grange Rouge Artist Workshop Report date: 08/11/20 Data filename: Page 10 of 14 Section Mechanical Rough-,In,Inspection Complies? Co-i rn(ints/Assumptions'„•, C402.2.6 ;Thermally ineffective panel surfaces of;❑Complies :Exception: Requirement does not apply. [ME41]3 sensible heating panels have !❑Does Not insulation >= R-3.5. i i ;❑Not Observable ❑Not Applicable , C402.5.5, ;Stair and elevator shaft vents have ;❑Complies ;Exception: Requirement does not apply. C403.2.,4. !motorized dampers that automatically ;❑Does Not, [ME3]3 close. Z❑Not Observable I ;❑Not Applicable C402:5:5' ;Outdoor air and exhaust systems have;❑Complies ;Exception: Requirement does not apply. C403.2.4. motorized dampers that automatically!❑Does Not 3, !shut when not in use and meet [ME58]3 'maximum leakage rates. Check ;❑Not Observable !gravity dampers where allowed. ❑Not Applicable ; , C403.2:6. ;Enclosed parking garage ventilation ;❑Complies ;Exception: Requirement does not apply. 2 !has automatic contaminant detection !❑Does Not [ME115]3 'and capacity to stage or modulate !fans to 50%or less of design capacity. ;❑Not Observable :[]Not Applicable C4012.8 ;Kitchen exhaust systems comply with ;❑Complies ';Exception: Requirement does not apply. [ME116]3 !replacement air and conditioned ;❑Does Not !supply air limitations,and satisfy hood :rating requirements and maximum I❑Not Observable ;exhaust rate criteria. ;❑Not Applicable ; C408.2.2. EAir outlets and zone terminal devices ;❑Complies _ ;Exception: Requirement does not apply. 1 have means for air balancing. !❑Does Not [ME53]3 ;❑Not Observable; ;❑Not Applicable C403.5,; (Refrigerated display cases,walk-in ;❑Complies ;Exception: Requirement does not apply. C403.5.1, ;coolers or walk-in freezers served by ;❑Does Not C403.5.2, I remote compressors and remote ; [ME123]3 Icondensers not located in a ❑Not Observable: ; icondensing unit, have fan-powered ❑Not Applicable i condensers that comply with Sections ; :C403.5.1 and refrigeration compressor: !systems that comply with C403.5.2.. ; Additional Comments/Assumptions: 1 IHigh Impact(Tier 1) ZMedium Impact(Tier 2) 3'; Low Impact(Tier 3) Project Title: Grange Rouge Artist Workshop Report date: 08/11/20 Data filename: Page 11 of 14 Section # Rough-In Electrical Inspection Complies? Comments/Assumptions :& Iteq.ID C405.2.1 ;Lighting controls installed to uniformly;❑Complies [EL15]1 :reduce the lighting load by at least ;❑Does Not 50%' :' '• ;❑Not Observable' ❑Not Applicable': C405.2.1 ;Occupancy sensors installed in !❑Complies [EL18]1 ;required spaces. ;❑Does Not- ❑Not Observable; ❑Not Applicable C405.2:1, Independent lighting controls installed iElComplies, : C405.2.2. ;per approved lighting plans and all ;❑Does Not 3 - - • manual controls readily accessible and; [EL23]2 visible to occupants. ;❑Not Observable ❑Not Applicable C405.2.2. Automatic controls to shut off all :❑Complies 1 building lighting installed in all ;❑Does Not [EL22]2 buildings. ,❑Not Observable „ { ' ;❑Not Applicable --" C405.2.3 ;Daylight zones provided with :❑Complies [EL16]2 individual controls that control the ;❑Does Not lights independent of general area lighting. ;❑Not Observable :❑Not Applicable C405.2.3, :Primary sidelighted areas are :❑Complies, C405.2.3. ;equipped with required lighting ;❑Does Not 1, ;controls. C405.2.3. ; :❑Not Observable 2 " ;❑Not Applicable [EL20]1 C405.2.3, ;Enclosed spaces with daylight area ;❑Complies C405.2.3. under skylights and rooftop monitors ;❑Does Not 1, ;are equipped with required lighting ;❑Not Observable C405.2.3. :controls. 3 ❑ Applicable licable [EL2111 ; C405.2.4 ;Separate lighting control devices for :❑Complies [EL411 :specific uses installed per approved ;❑Does Not ;lighting plans. ;❑Not Observable: ❑Not Applicable C405.2.4 Additional interior lighting power :❑Complies [EL8]1 ;allowed for special functions per the ;❑Does Not ;approved lighting plans and is automatically controlled and ❑Not Observable separated from general lighting. ❑Not Applicable ; C405.2.5 ;Automatic lighting controls for exterior;❑Complies [EL25]no° ;lighting installed. Controls will be :❑Does Not daylight controlled,set based on business operation time-of-day,or ;❑Not Observable reduce connected lighting >30%, ❑Not Applicable ; C405.3 :Exit signs do not exceed 5 watts per ;❑Compiles [EL611 face. ;❑Does Not :❑Not Observable: ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Grange Rouge Artist Workshop Report date: 08/11/20 Data filename: - - - Page 12 of 14 Section #" Insulation In`spection,•; • ' ` 'I' 'Complies?'- Comments/Assumptions I = ' &.Req.ID C303.1 ;Roof insulation installed per ;❑Complies ;Requirement will be met. [IN3]1 :manufacturer's instructions. Blown or ❑Does Not poured loose-fill insulation is installed ❑Not Observable: 1nly where the roof slope is<=3 in 2. ❑Not Applicable 'C303:1 J Building envelope Insulation is labeled ;❑Compiles :Requirement will be met. [IN10]2 jwith R-value or insulation certificate ;❑Does Not I providing R-value and other relevant data. ;❑Not Observable; ► ;❑Not Applicable C303.2 ;Above-grade wall insulation installed ;❑Complies :Requirement will be met. [IN7]1 per manufacturer's instructions. ;❑Does Not ; ;❑Not Observable; ❑Not Applicable C303.2.1 Exterior insulation is protected from ;❑Complies• :Exception: Requirement does not apply.,-,) [IN14]z • !damage with a protective material. ;❑Does Not " ;Verification for exposed foundation ; I insulation may need to occur during ;❑Not Observable: Foundation Inspection. ;❑Not Applicable ; C402.2:1 ;Insulation intended to meet the roof ;❑Complies :Requirement will be met. [IN17]3` ' jinsulation requirements cannot be ;❑Does Not. installed on top of a suspended ,ceiling. Mark this requirement ;❑Not Observable compliant if insulation is installed ❑(dot Applicable _ accordingly. ; C104 ;,Installed above-grade wall insulation ;❑Complies ;See the Envelope Assemblies table for values. [IN6]1 ':type and R-value consistent with ;❑Does Not ;insulation specifications reported in ; ;plans and COMcheck reports. ❑Not Observable ;❑Not Applicable C104 j Installed floor insulation type and R- ;❑Complies ;See the Envelope Assemblies table for values. [IN8]2 Ivalue consistent with insulation E❑Does Not specifications reported in plans and ❑Not Observable +COMcheckreports. ;❑Not Applicable C402.2.6 '.Radiant panels and associated ;❑Complies ;Exception: Requirement does not apply. [IN18]3 :components,designed for heat ;❑Does Not transfer from the panel surfaces to the; S occupants or indoor space are UNot Observable insulated with a minimum of R-3.5. ;❑Not Applicable ; C104 ;Installed roof insulation type and R- ;❑Complies ;See the Envelope Assemblies table for values. [IN2]1 value consistent with insulation ;❑Does Not specifications reported in plans and ;'COMcheck reports. For some ceiling ❑Not Observable ;systems,verification may need to ❑Not Applicable ; ;occur during Framing Inspection. ; - C402.5.1. ;All sources of air leakage in the ;[]Complies ;Requirement will be met. 1 �building thermal envelope are sealed, ;❑Does Not [IN1]1 :caulked,gasketed, weather stripped [:]Not Observable ;or wrapped with moisture vapor- ; ;permeable wrapping material to ❑Not Applicable ; ;minimize air leakage. Additional Comments/Assumptions: 11 High Impact(Tier 1) ,2Medium Impact(Tier 2) 1 3" Low Impact(Tier 3), Project Title: Grange Rouge Artist Workshop Report date: 08/11/20 Data filename: Page 13 of 14 Section # Final Inspection Complies? Comments/Assumptions & Req.ID C303.3, i Furnished O&M instructions for ;❑Complies C408.2.5. {systems and equipment to the :❑Does Not 2 , ;building owner or designated [FI17]3 1 representative. ;❑Not Observable: ;❑Not Applicable ; C402.5 ;Building envelope contains a ;❑Complies ;Requirement will be met. [17I55]1 continuous air barrier that has been ;❑Does Not :tested and deemed to limit air leakage ❑Not Observable; <= 0.40 cfm/ft2. ;❑Not Applicable C402.5.6 ;Weatherseals installed on all loading ;❑Complies ;Exception: Requirement does not apply. (FI3711 :dock cargo doors. ;❑Does Not ❑Not Observable ;❑Not Applicable ; C404.3 I Heat traps installed on supply and ;❑Complies Exception: Requirement does not apply. [FI11]3 (discharge piping of non-circulating ;❑Does Not ; 1 systems. ;❑Not Observabl6; - ;❑Not Applicable"; C404.4 All piping insulated in accordance with;❑Complies ;Exception: Requirement does not apply.' [F125]2sectiondetails and Table C403.2.10. ;[]Does Not ':❑Not Observable ;❑Not Applicable C404.6.1 ;Controls are installed that limit the ;❑Complies' ;Exception: Requirement does not apply. [FI12]3 operation of a recirculation pump ;❑Does Not installed to maintain temperature of a ; I storage tank.System return pipe is a ;❑Not Observable dedicated return pipe or a cold water ❑Not Applicable ;supply pipe. C405.4.1 ;Interior installed lamp and fixture ;❑Complies ;See'the Interior Lighting fixture schedule for values. [FI18]1 lighting power is consistent with what ❑Does Not ;is shown on the approved lighting _ plans,demonstrating proposed watts ;❑Not Observable are less than or equal to allowed ;[]Not Applicable ; watts. C405.5.1 'Exterior lighting power is consistent ;❑Complies ' ;See the Exterior Lighting fixture schedule for values. [FI19]1 with what is shown on the approved ;❑Does Not ;lighting plans,demonstrating ;proposed watts are less than or equal ;❑Not Observable !to allowed watts. ;❑Not Applicable ; C408.2.5. i Furnished as-built drawings for ;[lComplies 1 :electric power systems within 90 days :❑Does Not [FI16]3 ;of system acceptance. ;❑Not Observable; ;❑Not Applicable C408.3 ;Lighting systems have been tested to ;❑Complies [FI3311 :ensure proper calibration, adjustment, :❑Does Not programming, and operation. ❑Not'Observable; ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2' Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Grange Rouge Artist Workshop Report date: 08/11/20 Data filename: Page 14 of 14 4�. r REnOU1! ED BEFO98 'OPENING, A ELECTRICA INSPECTION RE "lIRED T/IED AS NOTTED /_DATE: B.P.# / In-1 FEE: � Bl': __,LL� NOTI BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE PLUMBER CE TIFICATIOf,' FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED ON LEAD CON NT BEFOh t" FOR POURED CONCRETE CERTIFICATE OCCUPANCY 2. ROUGH - FRAMING & PLUMBING SOLDER USE IN WATER 3. INSULATION _77 UST 4. FINAL - CONSTRUCTION M SUPPLY SYS .M CANNOT ;^ °'` BE COMPLETE FOR C.O. EXCEED X10 �F 1% LEAD. ALL CONSTRUCTION SHALL MEET THE I REQUIREMENTS OF THE CODES OF NEW W $ YORK STATE. NOT RESPONSIBLE FOR �� Ix DESIGN OR CONSTRUCTION ERRORS. PL�� C ' ALL PLUMBIN M &-WATER LIN S NE'-1) W f j' COVERING..,,,� F— U COMPLY WITH ALL CODES OF Lv NEW YORK STATE & TOWN CODES VUSS FAL CPrl ING REQUMr—D Q AS REQUIRED AND CONDITIONS OF EJARD upon TOWN ES Must rovide 'anuals .. TRUSTE p sy' _ Y-8,BiC D, J and S a j per 7:7777V;; � NYS Energy ode OCCUPANCY 0, USE IS " '�'J' °`- ' . Blower d WITH0!._, > f 'T I tC iCATE and duct Ork OF OCA .."'�='t.Ncy testing re tiro . RETAIN STORM WATER Pl,"�OFF 1 DO NOT PROD ►WITH PURSUANT TO CHAPTER 236 ,.;VE OF THE TOWN CAGE. All exterior lightil�" FU'.•.• OATI N inst��' $ oHAS BEEN APP. WED., w: rep P.; .:r ._ orm te- "itapter . ' of the Town C• de � 9 12 z W 0 U LLi a 0 W O �3.- , �. �0 405 OF N, �9 ' PROJECT: GRANGE ROUGE ARTIST WORKSHOP ARCHITECTURE ANTHONY PORTILLO, R .A. , LEE AP oY.. .s.x:«. :t 1 2 _17 � .,+ ..,,,u.a:.,- _.,, .,`.'.Ab,. '..,....,...,,,. s ,,.,..... f,v.fir..".v�r .,•.0 3i�' "1;:: ,::;irl.e..ima'3'�.- ...`v..�7tr.«iS>i�. .".-. .. .r..'^m+,�w»+^..a>A�.A :'tl'gY RRaa^iP.' _."Csp2g�[•HwT: N .'h4-..- '*"wY - ...M�. .- +�,y+..+nwg... 'wq.F:}?r, P:. •vW'smrN6^+ - - A• I `\ -77 .a 56995 MAIN ROAD 'y SOUTHOLD, NY 11971 1075 FRANKLINVILLE ROAD 450 95TH STREET, C9 DRAWING TITLE: LAUREL NY 11948 BROOKLYN C Ij TITLE PAGL LCE 0 : 516-214-0160 0 . 716-572-4741 AUG 2 6 2020 TT'�� T`;��,s�rr-$�,-. PAGE: fro, . , T-1.00 DATE: 08/20/20 1 OF 7 <E : NOTES 4 SFEC,I F I GAT I ONS CARPENTRY 51TE WORK -- ---- -•••-- O )000' IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THI5 GON5TRUCTION DOCUMENT BINDED I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 d BETTER (Fb = 875) UNLE55 I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR TOGETHER AT ALL TIME5. IT 15 AL50 THE CONTRACTOR'S RE5PON51BILI-`(TO READ ALL NOTE5, OTHERWISE NOTED. SPEGIFIGATIONS,AND BE FAMILIARIZED WITH THE PLANS PR6�R TO WORK 2, ALL LUMBER IN CRAWL SPACES TO BE 18" ABOVE SCRATCH GOAT. MAINTAIN 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE IS A DISCREPANCY, I NSUL?�TI ON 1- NESTfi�f�Tl ON fi� QU I��M�NTS �("® � QQ TITLE PAGE RECEIVE CLARIFICATION FROM ARCH TEGT/ENSINEER PRIOR TO PROCEEDING. 5" MIN. FOUNDATION EXPOSURE. 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. N GENERAL YSEGG 201✓ TABLE I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING SITE. COMPONENT PROPERTIES 6402.1.3 COMPLIES APPLICABLE BUILDING DEPARTMENT. PROVIDE SILL SEAL/INSULATION. 51ZE OF SILL TO BE (2) 2"xb", UNLE55 (1) 2 xb STOCKPILE ALL EXCAVATED MATERIALS. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE EXTERIOR WOOD FRAME R-21 SPRAY FOAM INSULATION MIN. R-20 CAVITY INSULATION AS ® I �0GENERAL NOTES 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY "TECO" OR ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE FOR WALL R-VALUE WITHIN CAVITIES, 3" THICK PER TABLE 6402.1.3 OF NYS ENERGY YES ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. (R=7/INCH) GORE - ZONE 4 STRUCTURAL DESIGN CHARTS STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. r 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. R-38 SPRAY FOAM INSULATION, MIN. R-38 AS PER TABLE 6402.1.3 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL GORES AND AUTHORITIES HAVING JURISDICTION. FLOORS, ROOFS, AND WALLS. ROOF R-VALUE 5.5" THICK (R=7/INCH) OF NYS ENERGY CODE - CLIMATE YES 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, PO5T5, AND BATH TUBS, MECHANICAL CONNECTIONS: ZONE 4 A-200 HOLDOWN ANCHOR BOLT U.O.N. MIN. R-15 FOR 24", AS PER TABLE OF THE OWNER/BUILDER I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE HEATED SLAB ON R-15 RIGID FOAM INSULATION, 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING 5UE35TITUTED WITH AN APPROVED EQUAL PRODUCT. GRADE R-VALUE 3" THICK (R=5/INCH) 0402.1.3 OF NYS ENERGY CODE - YES STRAPPING & NAILING DETAILS 5. ANY OMISSIONS OR D15GREPANGIE5 OF PLANS AND/OR JOB CONDITIONS 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED BY CLIMATE ZONE 4 STRUCTURAL DESIGN LOADS SHALL BE CLARIFIED WITH THE ARCHITEGT/EN5INEER BEFORE PROCEEDING 8. MIN. HEADER TO BE (2) 2"x10" UNLESS OTHERWISE NOTED. "SIMPSON" MANUFACTURER. WITH THE WORK. 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES U-VALUE = 0.25 NYSEGG 0402.5 AND TABLE 0402.4; 9. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE OPRODUCT - ---- INDICATED IN "SIMPSON" PRULITERATURE. THERE MAY BE SEVERAL WINDOW U-FACTOR YES AIR LEAKAGE = 0.30 GFM/5F MAXIMUM U-FACTOR=0.38 6P.T. . NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY MAXIMUM SHG0=0.36 SITE PLAN UNLE55 APPROVED BY THE ARGHITECT/ENOINEER. LOADING VALUES ARE LF-55 THAN WHAT 15 SPECIFIED BY "SIMPSON" MAXIMUM AIR LEAKAGE=0.30 GFM/5F PROJECT/ZONING DATA 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 4. ALL MECHANICAL CONNECTION5 SHALL BE HOT DIPPED GALVANIZED 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE A-I. GENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER CONTRACTOR TO COORDINATE 51ZINO BEFORE THE START OF FRAMING ROOF AND 15 OF GDX GRADE, UNLE55 OTHERWI5E NOTED. SEE FLOOR PLANS MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. MODEL #: NOB 240E OR EQUAL OF EQUIPMENT WITH SIZE OF 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN HW FLOW RATE: 4.5 GPM DWELLING. HEATING AND COOLING ---- 8. DRY WELL5 AS REQUIRED BY STATE AND LOCAL CODES. IN SPECIFICATIONS OF THE PRODUCT BEG INSTALLEDi406 APPLICABLE. NAVIEN CONDENSING OAS AFUE: 15.0% EQUIPMENT SIZING SHALL BE PER YES DEMOLITION PLAN 7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY COMBINATION BOILER HEATING CAPACITY: 112 MBH ALGA MANUAL J OR SIMILAR SECTION q. DO NOT SCALE DRAWIN65, WRITTEN DIMENSIONS TAKE PRECEDENCE 11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. ARCHITECT NET AHRI RATING: 97 MBH OF RESIDENTIAL CODE OF NEW YORK NAILING A5 PER FASTENING SCHEDULE ON PAGE A-1 AND GLUED, U.O.N. 5. ALL CONNECTORS SPECIFIED ASA SIMPSON TOP MOUNTED BEAM HANGER FOUNDATION PLAN 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED BEAM HANGER MAX. 6A5 INPUT: 1x9,900 BTU/HR STATE. LJJ CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVALI2 EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR ONLY ALONG Wm ITH SPECIFICATIONS LISTED ABOVE. II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL. ------ FOUNDATION, CONCRETE. AND MASONRY //�� V AND SHALL NOT BE ALTERED OR BE 'REPRODUCED WITHOUT WRITTEN 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT J9°t® OO FIRST FLOOR PLANS PERMISSION FROM THE ARCHITECT. LJJ UNSUPPORTED EDGE 5EAM5 OF EXTERIOR SHEATHING. APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE ROOF PLAN �- U 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS 14. PROVIDE 'X' GROSS BRAGINO AT JOISTS, STUDS, SUB-CONTRACTORS IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF AND RAFTERS WHEN SPANS THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. SECTIONS RESPONSIBLE FOR DESIGN INTENT ON]-Y. U EXCEED 8'-O" AND AT EVERY 8'-O J 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL - _ w ' 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE ELEVATIONS Q 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL A-200 3. 501L TO HAVE MIN. BEARING CAPACITY OF (1) TON/SQ. FT., U.O.N. TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL 16. APPLY ALL CONDITIONS ADDRE55FD IN FASTENING SCHEDULE A5 4. FOOTINGS TO REST A MIN. OF 3'-0" BELOW GRADE, UNLESS RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN OLA55 AND LEAVE WORK NECESSARY. OTHERWISE NOTED BROOM GLEAN. 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 17. PROVIDE ALL NAILING AND STRAPPING ADDRE55EP ON PAGE A-200 5. WALLS TO BE POURED CONCRETE OF 51ZE SHOWN ON DRAWINGS, U.O.N. ___---_ _ LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL GORES 195. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. b. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS AND ORDINANCES. GENERALLY, SEPARATE DOUBLE J015T THE THICKNESS OF WALL ABOVE. SUB UNTIL 151 TIER OF FRAMING 15 IN PLACE. 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A 16" SPAN. 7. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. THE 5UB-CONTRACTOR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER 19. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND 5TRAPPING � \ COMPLETION OF PROJECT. A5 PER PAGE A-200. 8. ALL OPENINGS FOR BEAM POGKET5, UTILITIES, ETC. TO BE FILLED ``• 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, 501-ID WITH CONCRETE. ARGHITEGT/ENGINEER, AND THEIR AGI°NNTS AND EMPLOYEES FROM AND 20. "P.T. SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN AGAINST ALL CLAIMS, DAMAGES, LOE 5 AND EXPENSES, INCLUDING ACCORDANCE w/ AWPA 022; WHERE DRILLING AND/OR GUTTING OCCURS, FIELD q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE A-200. ATTORNEYS FEES AR151NO OUT OF OR RESULTING FROM THE PERFORMANCE OF TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR 50AKINS UNTIL THE WOOD 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE 5TRENOTH AT 25 7ABLE 1604.5 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH F.T. LUMBER, DAYS OF 4,000 P.5.1., U.O.N. INJURY TO OR DESTRUCTION OF IANC-BIBLE PROPERTY (OTHER THAN THE WORK CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 5PEGIFIED BY P.T. LUMBER ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS MANUFACTURER SUCH AS: HANGERS, NAILS, SGREW5, FLASHING, ANCHOR BOLTS, 11. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH ITSELF INCLUDING THE L055 OR USE FZESULTINS THEREFROM). (B) IS CAUSED IN - WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION ). THE ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, b MIL. POLYETHYLENE VAPOR BARRIER UNDER CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. STRUCTURAL MEMBER ALLOWABLE DEFLECTION 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. EMPLOYED BY ANY OF THEM, OR ANYONE FOR WH05E ACTS ANY OF THEM MAY 21 BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A . LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: PARTY INDEMNIFIED HEREUNDER. A. TRU55 JOIST McMILLIAN 1.9E MIGROLAM 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - ROOF MEMBERS SUPPORTING PLASTER OR STUCCO CEILING L/360 B. GEORGIA PACIFIC 2.OE S-P LAM (1) WALL TIE PER (3) 50. FT. _ 18. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING PSL (PARALLEL STRAND LUMBER) DENOTES A. TRU55 JOIST MGMILLIAN 2.OE PARALLAM 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, ROOF MEMBERS SUPPORTING NON-PLASTER CEILING L/240 BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING ALL TO BE INSTALLED A5 PER MANU. SPEG.'s MAX. 32'-O" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. - OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ROOF MEMBERS NOT SUPPORTING CEILING L/180 TO BE SURE THEY ARE IN ACCORDAi`',GE WITH THE DRAWINGS, SPEGIFIGATIONS, 22 FOR NEW WALLS, A PERFORATED 5HEARWALL SYSTEM 15 USED. THE 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. - APPLICABLE GORES AND GOOD PRACTICE. DEVIATIONS =ROM THE DRAWINGS CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, FROM FOOTING TO 2" ABOVE FIN15H GRADE. ��- - AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT I^RITTEN II FLOOR ME vE_R L/360 AUTHORIZATION OF THE ARGHITEGT/ENGINEER. NOTES, AND TABLES ON PAGES A-I, A-2, d A-3. THE FASTENING SCHEDULE SPECIFIES THE REQ'D NAILING FOR THE SHEATHINr (ANY NAILING Ib. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH L/360 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS SPECIFICATIONS ON THE FLOOR PLANS SHALL 5UPER5EDE THE FA5TENIN6 OF 40°F AND FALLING, UNLE55 APPROVED BY ARCHITECT/ENOINEER. NO NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED CONCRETE SHALL BE PLACED ON FROZEN SURFACES. - PERTAININO ARE TO BE FIELD VERIFIED. SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS d MANU. 5PEOA,). EXTERIOR WALLS N BF-ITTLE FINISHES L/240 HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLE55 SPECIFIED BY 20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL EXISTING WORK ARCHITECT/ ENGINEER. WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. 23. COLUMN BEARING AS FOLLOWS: EXTERIOR WALLS W/ FLEXIBLE FINISHES L/120 WOOD P05TINO TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, 18. PROVIDE BITUMINOUS JOINTS BETWEEN SLA55 AND FOUNDATION WALLS AND -- - - - - 21. ALL MATERIALS ARE TO BE INSTALLED A5 PER MANUFACTURER'S TREATED WOOD 8 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. WHERE EVER APPLICABLE. INTERIOR PARTITIONS W/ PLASTER OR STUCCO FIN15H L/360 SPECIFICATIONS, UNLESS NOTED OTHE'.RW15E. WALL w/ STEEL SHIMS d A MIN. 3/4" OF NON-SHR.IN- GROUT --- SECURE w/ (2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLT5 ® Iq. UNLE55 OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A 22. PROVIDE FIREBLOCKINO AS PER NEW YORK ACCESSIBILITY STANDARDS. EXIST. WALLS b 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. INTERIOR PARTITIONS !-V BRITTLE FINISHES L/240 POSTING ® G.M.U. WALL 5EE PLAN FOR REQUIRED REINFORCING (® MIN. 16" PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK 23. PLEASE NOTE THAT THESE PLANS ARE: PROTECTED AOAIN57 ANY WIDE 3 GOUR5E5 OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N). CONCRETE 5LAB5 TO HAVE bxb 10/10 WELDED WIRE REINFORCING. INTERIOR PARTITIONS IN/ FLEXIBLE FINISHES L/120 UNAUTHORIZED USE UNDER FEDERAL I-AN BY THE ARCHITECTURAL WORKS (BUTIIII WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED COPYRIGHT PROTECTION ACT OF IggO (AWCPA), WHICH HAS SEVERE PENALTIES. IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ AS IN SOLID 8 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 8" STANDARD SHEARWALL HARDWARE (w/ NOTED VALUES) d ANCHOR BOLTS, DEEP k 3'-O" BELOW GRADE. U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8" LONG w w H/ 6" RI5E 4 w/ (2) 5/4"0 BOLTS THROUGH CENTER LINE OF VERTICAL LF05 PLUMBING SET 6" DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE A-200. 1. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DW) -- 0 GORES AND REFERENCE STANDARD: --- U I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2015 NEW YORK STATE SYSTEMS TO NY5 PLUMBING CODE AND NY5 DEC RESULATION5. BUILDING CODE, 2015 NEW YORK STATE PROPERTY MAINTENANCE CODE, AND STRUGTURAL DESI C N LOADS 2015 NEW YORK STATE ENERGY CONSERVATION CODE. OLA55 WINDOWS AND DOORS 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. � - - -----_-_- Q 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OFI. ALL OLA55 TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION USE LIVE LOAD DEAD LOAD WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2012 WOOD FRAME AND AT BASE OF VERTICAL WASTE PIPES. CONSTRUCTION MANUAL BY AF 3 PA. 2. 67LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER GLEARANGE5 ARE PROVIDED. 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER FIRST FLOOR AREAS 100 sf 15 sf 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2015 NEW YORK STATE FOOT. p p w PLUMBING CODE. 3. ALL SLIDING OLA55 DOORS, 5KYLISHT5, AND ANY GLASS UNIT INSTALLED GUARDRAILS AND HANDRAILS WITHIN IS' OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED OLA55, 5. GENERAL TRAP AND WASTE 51ZES AS FOLLOW5, UNLESS OTHERWISE NOTED: (LIVE = LINEAR / POINT) 50 plf /200 lbs 15 psf 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2015 NEW YORK STATE UNLESS OTHERWISE NOTED. - V15H WASHER.........................................2" MECHANICAL CODE AND 2015 INTERNATIONAL FUEL OAS GORE. - KITCHEN SINK........................................2" ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 155f 4. ALL OLA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH - LAVATORY...............................................2" ----- ----- --- t al;�f `, 5. ALL ELECTRICAL WORK SHALL CONI=ORM TO 2011 NATIONAL ELECTRIC GODS, MANUFACTURERS SPECIFICATIONS. - 5HOWER/TUB..........................................2 NFPA 70 AND 2015 NEW YORK STATE ENERGY CONSERVATION CODE. _ TOILET........................................................3" *ALL STRUCTURAL PE51ON CONSIDERATIONS ARE IN CONFORMANCE WITH 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE LAUNDRY .................................................2 A5CE 7-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) tiV� ENERGY CONSERVATION GORE. - FLOOR DRAIN..........................................3" � S�" GENERAL WIND PROTECTION CONNECTION NOTES: 6. PROVIDE FLASHING PANS UNDER ALL SLIDING OLAS5 DOORS, WINDOWS, OR 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" ADAPTED FROM STANDARD FOR HURR.IGANE RESISTANT RESIDENTIAL ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN b" OF AN EXTERIOR SURFACE. THROUGH ROOF. CONSTRUCTION;SSTD 10-qq AND 2015 550 HIGH WIND EDITION WOOD FRAMECLIMATIC AND OEOORAPHI6 DESIGN CRITERIA CONSTRUCTION 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL 7. PROVIDE FROST-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN E I. A CONTINUOUS LOAD PATH BETWE'.EN FOOTINGS, FOUNDATION WALLS, SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. DRAIN GOOKS AS REOV. HOSE BIBS SHALL BE PROVIDED WITH BACKFLOW 037$�5 FLOORS, 5TUD5 AND ROOF FRAMING SHALL BE PROVIDED. PROTECTION. y GROUND SNOW LOAD 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT 5. ALL OLA55 IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. OLA55 25 LB5 OF N� INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. WITH BACK FLOW PROTECTION. BASIC WIND SPEED 130 MPH 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED q• ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL AREAS SHALL BE 5TAINLE55 STEEL OR HOT DIPPED GALVANIZED. CONTRACTOR TO VERIFY THAT THE CHARACTERIST105 OF THE WINDOW MATCH HEALTH DEPARTMENT STANDARDS AND REGULATIONS. EXPOSURE CATEGORY B PROJECT: 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR SEISMIC DESIGN CATEGORY B GRANGE ROUGE PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS TO CONGEALMENT OF PLUMBING. AND AT LEAST ONE STUD AT EACH SIDE OF OPENINO REOUIREMENT5. 5. RIDGE STRAPS SHALL BE ATTAG�HED TO EACH PAIR OF OPPOSING II. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING GORE. WEATHERING SEVERE RAFTERS EXCEPT WHERE COLLAR TIES OF 1X6 OR 2X4 LUMBER IS LOCATED 10. WINDOWS IN TUB/5HOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED ARTIST WORKSHOP IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF RAFTERS. TEMPERED GLA55. NOR ANY POTENTIAL DAMAGE THEREOF. FROST LINE DEPTH 3-O 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. 7. FLOOR TO FLOOR HOLD-DOWN5 TO BE PROVIDED EVERY 45 AND EVERY ELECTRICAL: I6" WITHIN 4' OF EXTERIOR CORNERS. I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM GYPSUM WALL BOARD TERMITE MODERATE TO HEAVY 56 8. SILL PLATE TO FOUNDATION AN0140RAGE;SILL PLATE SHALL BE ANCHORED TO 2011 NATIONAL ELECTRIC CODE, NFPA 7COMPOUND METHOD. ICE BARR'FR REQUIRED YES 0 AND 2015 NEW YORK STATE I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT G995 MAIN ROAD �/1 TO THE FOUNDATION WITH ANCHOR BOLT5 HAVING A MIN. BOLT DIAMETER ENERGY CONSERVATION CODE. OF J" ANC 311X3"X�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILIN5, UNLE55 -- SOUTHOLD, NY 11971 PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON OTHERWISE NOTED. WATER RESISTANT (W.R.) AT BATHROOMS AND WHERE BOLTS SHALL HAVE A MINIMUM EMBEDMENT OFT' IN CONCRETE/MA50NRY COMPLETION OF WORK. DEEMED APPLICABLE. FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS AND AT 5PACIN5 NOT EXGEEDINO 4' ON CENTER. 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: 5. 5/5", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILINO AND WALLS DRAWING TITLE: - GENERALLY, VERIFY OR PROVIDE HARD WIRED (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET SMOKE DETECTORS w/ BATTERY BACK-UP IN: IN EACH DIRECTION BEYOND THE UNIT(S). AL50 AT HEAT PRODUCINO GENERAL NOTES ASPHALT ROOFIN5 SHINGLES A. EACH SLEEPING ROOM EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL I. ALL SLOPED ROOFING 5HINOLES SHALL BE GAF-GLASS-A ASPHALT ROOFING CONCRETE PANELS OF 5/5" THICKNESS MINIMUM. PROJECT/ZONING DATA SHINOLE5 OR APPROVED EQUAL. B. OUTSIDE OF EACH SEPARATE SLEEPING 4. FINISH JOINT5, J-BEADS, NAIL DIMPLES, CORNERS, AND EDOE5 SHALL BE 2. 5HINGLE5 SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE AREA IN THE IMMEDIATE VICINITY OF TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE THE BEDROOMS (GENERALLY THE HALLWAY) TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. AND WATER BARRIER FROM EDGE OF SAVE TO 24" INSIDE EXTERIOR WALL C. EVERY LEVEL OF DWELLING LINE. B 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. (BASMENT, FIRST FLOOR, d SECOND FLOOR,ETC) 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND ALL OPENINGS. PAGE: 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF CONSTRUCTION. INSULATION 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE A-200. I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. A-1.00 SPECIFICATIONS. FOIL TO BE PLACED TOWARD WARM SIDE. 5. NAILING OF ROOFING SHALL BE TO CODE. 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION WALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY 6. CORRO51ON RE515TANT II GAGE ROOFING NAILS AND 6 GAGE STAPLES ARE CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE PERMITTED FOUNDATION WATERPROOFING. DATE: OH/20/20 2 OF 7 7. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: 2:12 PITCHES TO 4:12 PITCHES - q" R-30 FOR FLAT CEILINGS - 8.25" R-300 FOR VAULTED AND CATHEDRAL CEILINGS 8. ASPHALT SHINOLE5 SHALL BE TESTED TO DETERMINE THE RESISTANCE OF - 3.5" R-13 FOR 2"x4" WALL CONSTRUCTION THE SEALANT TO UPLIFT FORGES USING A57M D 6381. - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION - 5.25" R-21 FOR FLOORS FAST 5CH �O I STFRNUC T I O I�t DET t LS � W I I ) LOAD FAT H GO I�l I E(E — T I O I�l DETAILS NOTE: THIS 50HEDULE DOES NOT NIGI DE NAMING FOR METAL FRAMING STRAPS TYf=' GAL- I AIL I O/STRAFF I I (5 RE0L) REME I TS FOR (5EE PAGE A-2 FOR STRAPPING AND NAILING REQUIREMENTS, NOT TO SCALE UFL I FT, SHEAR, $ LATERAL W I I VD RE✓ STAI`l�E AND ROUGH OPENING FRAMING REQUIREMENTS) ALL NAILING I5 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE TYPICAL NAILING/STRAPPING REQUIREMENTS FOR -- —_ UPLIFT, SHEAR, 4 LATERAL WIND RESISTANCE DESCRIPTION FASTENER SPEC. FASTENER AND QUANTITY 5PAG I NO ROOF GE I L I NO FRAM I NO WOOD JO I S WOOD JO I • AT STUD TO FLOOR ASSEMBLY TO SILL RAFTER TO TOP PLATE (TOE-NAIL) REQUEST SK IF NEEDED PER RAFTER BLOCK I NG r PLATE(5) CONNECTION: - - JOIST HANOE \, CEILING JOIST TO TOP PLATE (TOE-NAIL) REQUEST SK IF NEEDED PER JOIST FOR STRAP - 3 8 d COMMON NAILS @ EA. GIRDER/HEADS END OF STRAP (WRAP STRAP UNDER SILL PL.) CEILING JOIST TO PARALLEL RAFTER (FACE-NAIL) REQUEST SK IF NEEDED EACH LAP ° ° WOOD OI RDFR "' _ WOOD JOIST FOR EA. PLATE TO STUD ABOVE � OR BELOW CEILING JOIST LAPS OVER PARTITIONS (PAGE-NAIL) 4-Ibd COMMON EACH LAP ' 7 _2 _I6_ d COMMON NAILS — ° O COLLAR TIE TO RAFTER (FACE-NAIL) REQUEST 5K IF NEEDED PER TIE ALTERNATE CONFIGURATION - ABOVE STUD TO :::�7, FLOOR CONNECTION H/ # LPT4 SIMPSON (OR BLOCKING TO RAFTER (TOE-NAIL) 2-5d COMMON EACH END JOIST FRAM I NO OVER WOOD O I RDFR JOIST FRAM I NO FLUSH WITH O I RDFR/HEADER .° EQUAL) ® PLATFORM TO SILL PLATES STANDARD/ALTERNATE RIM BOARD TO RAFTER (END-NAIL) 2-16d COMMON EACH END WALL FRAMING w KING STUDS TOP PLATE TO TOP PLATE (FACE-NAIL) 2-16d COMMON I PER FOOT F— I�11� J.� I I�l l�/� RP`s I I�l L/ 9 W I D O W/DOOR HEADER R TOP PLATES AT INTERSEGTI ON5 (FACE-NAIL) 4-16d COMMON JOISTS - EA. SIDE W CRIPPLE STUD WALL STUD - — STUD TO STUD (FACE-NAIL) 2-Ibd COMMON 24" O.G. V J BOTTOM PLAT _ � HEADER SUB FLOOR NOTATION: HEADER TO HEADER (PAGE-NAIL) Ibd COMMON I6" D.G. ALONG EDGES Q A- NUMBER OF 5d NAILS ® EA. END OF STRAPPING (3.1, P. 151-2001) DOUBLE JO 1ST B- NUMBER OF SILL 5TUD5-ON FLAT (DOES NOT APPLY TO DOORS) (3.235, P. 143 -2001) G- NUMBER OF FULL HEIGHT KING STUDS TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-Ibd COMMON 4 PER STUD JACK STUDS ® EA. SIDE OF HEADER (3.230, P. 143 - ALTERNATE;3.25D,P6. 144 -2001) f BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 12 D- NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD -- — — 2-16d COMMON PER FOOT +: TO END OF HEADER ® EA. SIDE (3.1,P. 151 d WORKSHEET-2001) END-1015T, or BLOCKING (PAGE-NAIL) E- NUMBER OF JACK STUDS ® EA. END OF HEADER (5.22F, P14I-2001) A D F- NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT JACK STUD FLOOR FRAMING TO END OF 51LL(5) ® EA. SIDE (DOES NOT APPLY TO DOOR5) P. 151 $ WORKSHEET -2001) —- - J015T TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-bd COMMON PER JOIST TYP I CAL HEADER CONNECTION DOUBLE JOIST FOR NON-BEARING WALLS B E FASTENING SCHEDULE B BRIDGING TO JOIST (TOE-NAIL) 2-bd COMMON EACH END ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS F [IN ACCORDANCE WITH WOOD FRAME BLOCKING TO JOIST (TOE-NAIL) 2-6d COMMON EACH END CONSTRUCTION MANUAL 2001 EDITIONI BLOCKING TO SILL or 5-16d COMMON EACH BLOCK A TOP PLATE (TOE-NAIL) NOTATION ROUGH A B G D E F G LEDGER STRIP TO BEAM (FACE-NAIL) 5-Ibd COMMON EACH JOIST OPNG RAFTER J0I5T ON LEDGER TO BEAM (TOE-NAIL) 5-5d COMMON PER J015T 2 1 1 1 1 I BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST 4'-0" 4 I 2 2 2 2 BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-16d COMMON I PER FOOT REQUIRES SILL PLATE OF 2"x&" (MIN.) 6'-0" 5 1 5 5 5 5 ----- TOP PLATE REQUIRES (5) 2"x12" HDR (MIN) 2 5 4 4 4 ROOF SHEATHING STRUCTURAL PANELS: (SEE ALSO GRAPHIC, bd COMMON 6" EDGE / 12" FIELD INTERIOR ZONE THIS SECTION) WALL STUD PERIMETER ZONE 95d COMMON V' EDGE / 12" FIELD (4" O.G. ® GABLE RAKE H CEILING SHEATHING ALTERNATIVE RAFTER TO WALL STUD CONNECTION GYPSUM WALLBOARD 5d COOLERS 1" EDGE / 10" FIELD loll ND RESISTANT r_.,,ONSTRUC.,T10N G®NNEGTORS WALL SHEATHINO CONNECTION LOCATION: PART NUMBER: NOTES: STRUCTURAL PANELS 5d COMMON 6" EDGE / 12" FIELD i�IDOE-TO-R.�FTERS C520 © 21 " APPLY TO EACH PAIR OF RAFTERS 6YF5UM WALLBOARD 5d COOLERS T' EDGE / 10" FIELD RAFTER-TO-WALL H7 APPLY TO EACH RAFTER — — ---- - FLOOR SHEATH I NO (5UBFLOOR) 0 RAFTER-TO-PLATE H,5 or H2.5 APPLY TO EACH RAFTER --- STRUCTURAL PANELS: I" or LF-55 5d COMMON 6" EDGE / 12" FIELD PLATE-TO-WALL STUD 6520 © 18" APPLY TO EACH WALL STUD GREATER THAN I" IOd COMMON 6" EDGE / 6" FIELD p 2ND. FLOOR WALL-TO-15T. FLOOR WALL LFTA or C520 @ 36" APPLY TO EACH WALL STUD HEADER—TO—JACK STUD 6520 (9 I2" APPLY TO EACH JACK 57UD CRIPPLE STUD—TO—HEADER H5 APPLY TO EACH CRIPPLE 57UD 5A7HROOM NALsL_ E3L_Or K I NC SHEAR WALL HOLDDOWN ANCHOR 55TB16 APPLY TO EACH SIDEWALL END 5T. FLOOR-UNDER-SILL PLATE C520 WRAP UNDER DOUBLE SILL PLATE USE WITH 5" SQUARE WASHERS 12" MIN 12" MIN USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RE515TANT CONSTRUCTION. FOLLOW MANUFACTURE'S REGOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD GAPAGITY. CONTROL 36" MAX TOILET PAPER AREA q MIN 6 MAX 6 MAX 4n MI T 037405 y0 z �r �Z2 z Q 48" MIN �Op AG�E55 15L_E TOILET 5ATH I NC ROOM DETAILS (FSR I GG A I� . I SECT ON 605) X z X - Y-4 7A 15" MAX �% *UNITS OF MI_ASUREMENT OF THE DIMENSIONS PROVIDED ARE INCHES (TOP MEASUREMENT) AND MILLIMETERS (BOTTOM MEASUREMENT)* m N N r — _ L--- Z PROJECT: xr m m m m m SEAT m rxt Tres rot enema -- - GRANGE ROUGE Wolin this ares �., 6 este€, F max42 t() €15 42 MIN FOOT BACK HEAD N _ 0 12" MAX m ARTIST WORKSHOP REINFORCED AREAS FOR INSTALLATION OF LOCATION OF GRAB BAR REINFORCEMENTS I — GRAB BARS AT WATER CLOSETS AND CONTROLS OF ADAPTABLE SHOWERS — + j 12rtrits K SEAT IN TUB 56995 MAIN ROAD ab5 SOUTHOLD, NY 11971 I Ell� 41 L---------- 4r • I 60mn DRAWING TITLE: FIG.604.3 FIG.604.4 � HOEDOWN, ANCHOR BOLT, SIZE OF CLEARANCE FOR WATER CLOSET WATER CLOSET SEAT HEIGHT (a)Protmoing Dispense Be Grab gat � �� 3 R Dispenser Awe Grab Sat (c)Recessed DIWns*r 18 MAX FOR SHOWER HEAD STRAPPING, & NAILING DETAILS WATER GL_05ET PLACEMENT TOILET PAPER DISPENSER PLACEMENT (FIG. 604.7) z CONTROL STRUCTURAL DESIGN LOADS � AREA 36 min CONTROL 915 12 min 4 to 428 erxr,eter l --- AREA 6" MAX ci" MAX 24 MIN 305 54 min 24 mt 100—120 1z €t,� Ott ---� 60" MIN d Q PAGE: s azrrun 1°t,-2 2max 138 X X Z I5" MAX t0¢s5 51 Q200 Sodom IM 4 �.� � m m m SEAT mL__j d m 11 min (2r} SIDE BACK CONTROL WFOOT BACK HEAD 38 ALL DATE: 08/20/20 3 OF 7 I'° {x)Circutar (cl Ator�ctrrutar FIG,606.3 FIG.609.2 LOCATION OF GRAB BAR REINFORCEMENTS LOCATION OF GRAB BAR REINFORCEMENTS HEIGHT OF LAVATORIES AND SINKS FIG.604.5.1 FIG,604.5.2FIG.609.3 AND CONTROLS OF ADAPTABLE SHOWERS — SIZE OF GRAB BARS SPACING OF GRAB BARS AND CONTROLS OF ADAPTABLE SHOWERS — SIDE WALL GRAB BAR FOR WATER CLOSET REAR WALL GRAB BAR FOR WATER CLOSET SEAT AT 56 X 36 SHOWER STALL SEAT AT HEAD OF TUB LAVATORY/SINK PLACEMENT GRAB BARS PLACEMENT GRAB BARS SPECIFICATIONS 71 H TAX MAP # 1000-CGS-�-18.1 E ZON I NC D I STR I GT HB _--- '' LOT AREA 245,05 S.F. OGGUPANGY GLASSIFIGATION B OGGUPANT LOAD I II GONSTRUGTI ON GLAS51 F I GATT ON V-B FEMA FLOOD ZONE X 1 NETLANDS D I STR I GT N/A ' w ' 1 DEG D 15TR1 GT ----� -_-- (=------ _- - N/A Lij f ~ U 1 EXISTING PROPOSED v ' I - L PROP. ARTIST STUDIO (EXIST. (088.ci Q BARN) FIRST FLOOR AREA S.F. IOaa.q S.F. X" la ' - OGGUPANT LOAD PERTAINS TO ARTIST STUDIO ONLY. OGGUPANT LOAD DETERMINED ASSUMING AN OGGUPANT LOAD FAGTOR OF 100 S.F. PER GAP I TA, AS DEFINED IN 2015 I BG TABLE 1004.1.2 FOR ''BUSINESS ` ! gp.l' �� ➢� ,�o2q o,,,! AREAS" USE. • 1 SOT \"` $ 1 `,� DESGRI PTION AREA % LOTCOVERAGE TOTAL LOT AREA 245,0-7 5.0 S.F. ! ` EXISTING HOUSE _---- _ - �� ! ,�`�'✓.S S.F. � O 8% Q - �� ------_____-- 1 EXISTING GARAGE 200.0 S.F. 0.196 o 36.6' _--- EXISTING BUILDING 170.0 S.F. 0.1% EXISTING BUILDING 144.0 5.F. 0.1% y?OR's _-- EXISTING OUSE Ul PROP. ARTIST STUDIO (EXIST. BARN) 0.4010 d ` TOTAL AREA OF ALL 5TRUGTURE5 3458.2 S.F. 1.4% 1 { MAXIMUM COVERAGE ALLONED - 40% (HB) Z 1 .�'o w SGTM# 1000-63-S-i8.1; LOT AREA = 243,0-15 S.F. ; HB 5�� 2Q o a EXIST. PROPOSED COMPLIES ' o MINIMUM REQUIRED ---------------------------------- FRONT YARD 15.01 52.0' 52.0' YESSITE FLAN SIDE YARD 10.0' 50.1 ' 50.1 ' YES BOTH SIDE YARDS 25.0 140.5 140.5' YES - 'A ed„ _ _ o 7 A- � SITE LAYOUT NOTES: -� ------ -----�-------- -�7O.-J' ��0.�7' YES T�O F �� I. THIS 15 AN ARGHITEGT5 SITE PLAN 15 REAR 25.0 SUBJECT TO VER I F I GATT ON BY A L I LENSED SURVEYOR. THE INFORMATIONLOT SIZE 20,000 245,0-75 2,43,0-15.0 YES REPRESENTED ON TH15 51TE PLAN 15 TO THE .0 S.F. .0-S.F_ S.F. PROJECT: ARGHITEGT'5 BEST OF KNONLEDGE. LOT NIDTH 60.0' 20�1.�' 20�.�' YES 2. SURVEY INFORMATION NA5 OBTAINED GRANGE ROUGE FROM A SURVEY DATED JANUARY 24, 201 - ---- ----------- - -- -- 11Ok' AND PREPARED BY: LOT DEPTH I oo.o' 0 0.0' YES ARTIST WORKSHOP 0ao PEGONIG SURVEYORS, P.G. �.1 ys°za�W P.O. BOX aOq MAXIMUM PERMITTED 5OUTHOLD, N.Y. I 1 ci-71 BUILDING HEIGHT I 55.0' 2�.I ' 2-7.1 ' YES 56995 MAIN ROAD TELEPHONE: (651) -165-5020 SOUTHOLD, NY 11971 fi NUMBER OF STORIES 2 2 2 YES DRAWING TITLE: -- ------ ---- --- SITE PLAN gb b' �19T111��, � Rp PAGE: A-300uAN b DATE: 08/20/20 4 OF 7 M _`SITE FLAN 50ALE: I'-0" = 50'-O" 0E I ME aAL= SNr�550L <E"*�r : EXISTING TO BE DEMOLISHED O HARD WIRED SMOKE DETECTOR R21 IN5ULATiON SM W BATTERY BACK-UP /2" GYPSUM BOARD EXISTING TO REMAIN bXb-10X10 W.W.M. BETWEEN (2) 2 x b P.T. SILL PLATE • CARBON MONOXIDE NEW 5/8" 0 HOOKED NEW WOOD FRAME (L.G. O DETECTOR PROVIDE STRAPPING PER ANCHOR BOLTS ® 3a O.G. CENTER ff UPPER ES OF SLAB 5TL. WHEN APPLICABLE) A-200 CONNECTION D-I w/ 3" SQUARE WASHER WOOD FRAME (L.G. STL. 8 SECURED IN PLACE DURING POUR NEW PARTIAL HEIGHT HARD WIRED SMOKE AND CARBON COPPER TERMITE ENDNUT " P. GONG. 5LAB SM/GO MONOXIDE DETECTOR COMBO SHIELDF , w/ BATTERY BACK-UP I °• o.° 4 o WHEN APPLICABLE) GRADE II 50 G.F.M. EXHAUST NEW FOUNDATION VqALL D FAN w/ DAMPER 50 G.F.M. EXHAUST z 3" THK. RIGID b" GRAVEL BASE ® MIN. (2) 2"x4" 5TRUCSTURAL i-L FAN 8 LIGHT GOMBP z 8" CMU BLOCK INSULATION, PON GLEAN POST FOR 4" WALLS w/ DAMPER EXTENDING 2-O COMPACT FILL (MIN. (2) 2"xb" STRUCTURAL I� FILL SOLID POST FOR b" WALLS), U.O.N. _� NEW #4 HOOKED !I MIN. FROM O II PERIMETER OF VERTICAL REBAR 1 SLAB �: I 0 48 O.G. �I GONG. FTG. ' II' • 6 XMi NEW (3) #5 REBAR W U FOUNDATION MALL DETAIL _ J -40 SCALE: 3/4" = I'-O" U -J Q °.. ..meq. DEMOLITION NOTES I. PROVIDE TEMPORARY SHORING AT R.R. PRIOR TO REMOVING EXTERIOR WALLS. 2. PROVIDE TEMPORARY SHORING AT RIDGES PRIOR TO REMOVING INTERIOR BEARING WALLS. — — — — — — — — — — — — —1 r�-----? ___ ---_— ------- 5.3. TEMPORARY SHORING TO REMAIN UNTIL NEW STRUCTURAL WALLS, HEADERS, AND BEAMS ARE III I I INSTALLED AND SECURED PER PROPOSED PLANS. II I I II I I I F � I IIIc I I ,.`• I •�,.., I _ I III I I I III I I ..;•., I ,•'. I � I III I I I \� EXIST. EXTERIOR WALL 1 I \ I I NEW 5" WIDE CMU I I TO BE REMOVED BLOCK WALL I I 1 1 1 � �____� 1 LI � - - - - - - - - - - � - - - - - - - -- - - - - -- - - - - - - - - - - - - - ----------------- -------- - ------------------T__- I I T T----1 T t 'r r _f� -�- -TI -1-T � I I I I I \ II I I I I -- - - - 1I I I I I I I NEW 24"xIV DEEP CONT. I II I EXISTING I I I I ��\ II I I I I POURED GONG. FOOTING WORKSHOP NEW 24"x12" DEEP CONT. I 1 1 I I EXIST. DOOR TO BE f I I EXISTING I I I REMOVED I 5TORAGE I I I POURED GONG. FOOTING I EXIST. INTERIOR WALL ' I 40o I TO BE R=MOVED 1 1 I I I EXIST. DOOR TO BE I p I I I ( I EXIST. INTERIOR WALL I I 1 1 I TO BE REMOVED / N NEW 8" WIDE CMU I / BLOCK WALL I N F------ I I i I I PROVIDE 4" POURED I I z GONG. SLAB ON w 1 1 r-------------------------- GRADE W/ GRAVEL r------------ I I I r- I I v I I j l 1 11 I I I ------ I I BWExE EXISTING W.MBWE CENTER, 4 UPPER �°FSTORAGE SLAB SECURED IN PROVIDE 4" POURED I I I 1 1 EXISTING I I I I I PLACE DURING POUR GONG. SLAB GRADE W/GRAVEL I I (V I I I I I I I I STABLE I I j j I I I BASE H/ O 11 11 I j I 1 1 I W.W.M. BETWEEN I I I EXIST. INTERIOR WALL I I 1 1 I I CENTER 4 UPPER OF I TO BE REMOVED 1 1 I I I I SLAB 5EGURFD IN I I L--_ ----J I EXISTING 1 EXISTING I I - 1 1 L- ------- -------- I F1 1 1 r. . .. .. I "' I I I I I STALL I STALL I I I PLh.r- G r,. x 1 1 EXIST. INTERIOR WALL 1 1 I I j j I TO BE REMOVED 1 1 I I I 1 II I I I STOEXIRAGE i I INO EXIST. DOOR REMOVED I I I ---- I I I I ,� �.( P+fir f'� q•. ', LL I I EXIST. INTERIOR WALLS I NEW 24"x12" DEEP CONT. ?_ — -- �J __ 1 TO BE REMOVED =T I NEW 8" WIDE CMU POURED ON Q ` ------ ---- -----T-- T_____ ________ / G G. FOOTING L — — — --� — EXIST. EXTERIOR WALL —— ———— I I REMOVED TO BE REMOVED I— — — — — — — — — — — — — — — — — — — — — �— — — — — — — — — — — — — — — — — — — — — — EXIST. DOOR TO BE� 1 I �fl REMOVED I L-------------- ---------------------------- -----I I ,' 03 L -----------------------------J - - - - - - - - - - - - - --- - - - - - -- - - - - - - --- 22'-0" 24'-4" PROJECT: GRANGE ROUGE ARTIST WORKSHOP FIRST i=LacR DEMOLITION FLAN FOUNDATION PLAN SCALE: I/4" = I'-O" SCALE: I/4" = I'-O" 56995 MAIN ROAD SOUTHOLD, NY 11971 DRAWING TITLE: FOUNDATION PLAN PAGE: A_ Aoo DATE: 08/20/20 5 OF 7 l5E ` E'RAL 0 I� I -" FLOOR PLAN NOTES _ EXISTING TO BE DEMOLISHED O HARD WIRED SMOKE DETECTOR O DOOR NOTE: 1 I. NEW INTERIOR DOORS WHEN GALLED OUT ON SM INS BY'JELD-I�IEN'(OR EOUAQ. w/ BATTERY BACK-UP 2.NEW EXTERIOR DOORS WHEN GALLED OUT ON EXISTING TO REMAINPLANS BY THERMATRU'(OR EQUAL). O CARBON MONOXIDE 5.DOOR TYPE TO SELECT NEW WOOD FRAME (1_.G. CO DETECTOR 4.INSTALL AS PER MANU SPEG.b FRONT ENTRY DOOR EGRESS NOTE: STL. WHEN APPLICABLE) I. PROVIDE(2)2"x8"HDR.,U.O.N, NEW PARTIAL HEIGHT HARD WIRED SMOKE AND CARBON 2.JACK AND KING 57WS AS PER PAGE A-200 5M/GO MONOXIDE DETECTOR COMBO1�7 77,721 NEW PREFAB FIREPLACE: WOOD FRAME (L.G. 5TL• w/ BATTERY BACK-UP I. PROVIDE FIREPLACE BY"RUMFORD"46"MODEL WHEN APPLICABLE) OR EQUAL 50 G.F.M. EXHAUST 2. MIN.INSTALLATION 51ZE b'Wx2'-8" NEW FOUNDATION WALL 5. INSTALL AS PER MANU.SPECS FAN w/ DAMPER ® 5G.F.M. EXHAUST SMOKE DETECTOR/GO DETECTOR NOTE5:MIN. (2) 2"x4" STRUCTURALFL FAA N 6 LIGHT GOMBP 0 POST FOR 4" WALL51. CONTRACTOR SHALL SMOKE MONOXIDIE COMBINATION pE CODE LI ANT w/ DAMPER DETECTOR (MIN. (:2) :2"x&" STRUCTURAL HARD WIRED TO EACH OTHER w/BATTERY BACKUP. 2.INSTALL ALL AS PER MANU.SPEG.b POST FOR 6" WALLS), U.O.N. 4.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IN COMPLIANCE WITH LOCAL GODS DBL. POST BTW. O I. ALL NEW WINDOWS d DOORS SHALL BE WIND. (TYP,) "- -2'-II"-�`-2'-II"- -2'-2" AINDOANOTE: ANDERSEN 400 SERIES CASEMENT,DOUBLEHIUN6, OR 6LIDIN6(AS NOTED);INSTALL A5 PER MANU. _ 9 I 4 I \4 I GLASS WFNDOWS AND DOR IOORS"ON PAGONS,SEE E ANOTE#c1 I100 (2) 2"x10 HEADER 2.IF CASEMENT WINDOWS-ALL C5MNT WNDWS SHALL HAVE STRAIGHT ARM HINGE WHEN 5.F DOUBLE HUNG-ALL VOL.HUNG WNDWS TO BE NEW TILT - 6 ttl b BATHROOM - 4.ALL GLAZING WITHIN 18"OF FF TO BE TEMP.6L. tj NEW - W _5 wBATHROOM or i f E6RE55 NOTE. T_ IN COMPLIANCE WITH NEW YORK STATE BUILDING r U CODE,SECTION R510.2.1;THE FOLLOWING MEANS OF �'- , EGRESS SHALL BE FOLLOWED: U to 1 1 bG vy I .5 33'-3" NET CLEAR OPENIN ...........5,7 S.F. MECH. +�p°y MEGH. a+ NET CLEAR HEIGHT...............24"MINIMUM GL. ryU�Q� U GL. �� C[I 13'-I" 16'-O" 4'-2" NET CLEAR WIDTH.................20"MINIMUM t 13'-I" I6'-O" 4'-2" = J icy+ q 412x812 DR. PNL. 4Qx6Q DR. PNL. 4Qx8Q DR. PNL. 4Qx8Q DR. PNL. 'J OOR :.. .. .: SEE DA 200 FORiNFRAMIN6 ELEMENTS AROUND VOOR5 AND 3.5"x5.5 LVL ® FULL HEIGHT CABINET ( 4 10 WINDOWS(Trn.FOR ALL)U.O.N. (2) 2"x10" HEADER Q PROVIDE UNISEX - II COLUMN HDR T LVL e HDR ABOVE TRANSOM; FIRE RATED DOOR: N �11 PROV. DBL JACK AT u1 BATHROOM SIGN PER 6 512X6 3/4 HR.SELF-CLOSING lY U.G ICG All SECTION-103 to 0 STEEL DR. �«1 IL' EA. END OF HDR ',� y,- REF 3'-6" -5'-O"� BATHROOM PAGE A-200 1QY QR QQ i ( a, O NEW MEGH.ROOM: Q > " FOR PLACEMENT DETAILS I. PROVIDE NEW WALL HUNG TANKLESS DIRECT U•G a, 2.INSTALL AS PPER MANUINA�G'TION BOIL£R UNIT O VILI U) REF ALL SINKS ARE REQUIRED 3.F.A.I.THROUGH WALL V a O a tr FOR MODELING 4.FLUE THROUGH WALL _ _ NEW ARTIST !ll x x O 5.DISCONNECT,REROUTE,d RECONNECT EQUIPMENT - WORKSHOP r f TO EXISTING PIPING AS REQ'D � N ALL WORK SPACES SHALL NEW 45" RUMFORD TYPICAL MECHANICAL ROOM NOTES: ® m m BE ICG/ANSI COMPLIANT I'-4" 1. FOR M.FR.GLC.AND/OR WALL5-PROVIDE(1) FIREPLACE to SJ (2) 1.15"x9,5" LVL HDR LAYER OF 5/6"TYPE"X"GYP.SD.UL U305(OMIT ON 35"X5.5" LVL z 51MP50N HANGER - F - - - - - - CONC.WALLS) COLUMN HU214-2 =X NEN 5M/GO I I 2. INSTALL FURNACE/BOILER AS PER MANU.5P£C.'o AND to AS PER LOCAL MECH.AND FUEL SA5 GORE (2) 1.15"xl8" LVL RIDGE _ _ r LINE OF CUPOLA KITCHEN WORK TABLE O 5. COMB.AIR VOLUME AS PER MANIU.SPEC.'s-PROVIDE �Y 3 STONE FLOOR W/ RADIANT HEAT I I '� FRESH AIR INTAKE FROM EXTERIOR ( (1 ABOVE i 4. PROVIDE FURNACE/BOILER ELECTRICAL EMERGENCY ( 2) 1.75°X11.815" LVL RIDGE N o I I N SHUT OFF SWITCH _ _ 2 1.15"x11.8'15" LVL RIDGE tV N S. FOR GAS SERVICE,PROVIDE GAS SHIM OFF SWITCH I I 2 \ 6.LOCATE MECH.EQUIP.TO ALLOW FOR PROPER 1 I CLEARANCES AS PER CODE DBL. P05T TO ( t A A-400 A l A A-40 I ELECTRICAL PANEL: A-40 - J O6 NEW ELEGWAL PANEL w A 400 LOCATION;ALL INSTALLATION AS PER ALLY-NYS,ELECTRICAL CODE } F- tL LINE OF CUPOLA O, 2'_g= 1� (2) 1."15"x12.5" LVL HDR tL ABOVE O 1. NrnTEPROVIDE APRON 0 I. PROVIDE EXTERIOR CONCRETE APRON SLAB TO TRANSITION SMOOTHLY FROM CRAVE TO F.F.EL. O 2. APRON SLOPE SHALL BE NO STEEPER THAN 1:12 5. GROSS SLOPE MEASURED PERPENDICULAR TO tri 1!1 TRAVEL OF APRON SHALL BE NO STEEPER THAN 1:48 d 1 5 IO (2%SLOPE) d - ® x x 4. BROOM FIN15H TO PROVIDE SLIP-RE515TANT SURFACE dJ N ul Ul X a r t-, d I 5 1O RAISE CONCRETE PLATFORM to 3.5"X5.5" LVL I 4 to I 4 CONCRETE SHALL BE RAISED TO F.F.EL.AT EXTERIOR 312x812 5.L. 3Qx8Q 5.L. z m m d % 5EE PLANS FOR DIMENSIONS r.,.,. I48( ) SIDE OF ENTRANCES;SLOPE OF CONCRETE SHALL BE NO GREATER THAN 2 COLUMN a of RAISED SURFACE. (2) 1.75"x9.5" LVL HDR DSL. JACK AT a Q 6'-6" 14 m 14 O EA. END OF HDR. Q G m Q Q xb 4.5 BARN 4.5' BARN IO AGGESSIBLE ENTRAGE 4.5' BARN 4.5' BARN f (�yP) 3x8 _ 3 x S.L. DOOR 9 DOOR DOOR DOOR ----- -- -_-" -- I. AGGESSIBLE DOORWAY A5 PER ICG AII-7.1,GRAFTER 2 DOOR'IiRESHOLD ,SHALL BE 1/2"MAX IN HEIGHT ( „ , O - c1A1'-8" 9'-0.. 1'-8" PORTABLE FIRE EXTINGUISHER: 2 I.i5"xa.5" LVL HDR 4.5' BARN 4.5' BARN II I. PROVIDE(1)PORTABLE 2A:IOB:G FIRE EXTINSUI5HER DOOR DOOR (OR EQUAL)IN THE APPROXIMATE AREA INDICATED,1N 4.5' BARN 4.5' BARN DOOR DOOR 9 i COMPLIANCE w/2015 NYS BG 906. 6'-6" 9'-0" 6'-6" 1'-8" 9'-0" -1'-8 t 2. EXTIN6IUISHER SHALL BE LOCATED IN A CONSPICUOUS qP` LOCATION THAT 15 READILY ACCESSIBLE AND 9 9 AVAILABLE FOR IMMEDIATE USE. EXTINGUISHER SHALL " 22'-O 24'-4" NOT BE OBSTRUCTED OR OBSCURED FROM VIFJ�V. 1'-O° 5. INSTALL PER MANU.SPEC.'S EITHER ON SUPPLIED 0 1/4" 1'-0" HANSERS< BRACKETS OR WITHIN CABINET USED TO HOUSE PORTABLE FIRE EXTINGUI5HER5. CAB;NET'S H /•• FLOOR '�' �j I 4. LOCATE BOTTOM ONOT BE F EXTINGUISHER AT LEAST 4"ABOVE W F 11�!ST FLOO PLAN 5 20 FLOOR AND Top OF EXTINGUISHER NO MORE THAN 5' FIRST FLOOR STRUCTURAL FLAN i �✓ I 1 ` ABOVE FLOOR. FOR EXTINCUI5HER5 WITH 68055 WEIGHT EXGEEDIN6 40 LBS,LOCATE 50 THAT TOP OF O 5GALE: 1/4" = I'-O" £XTIN6UISHER IS NO MORE THAN 3'-6"ABOVE FLOOR. 5GALE: 1/4" = I'-O" U NEW ALUM. LEADERS (7yP) GUTTER HIGH POINT W Q TOPOF RIDGE ----------------------------------------------------- ELEV. +227.1' R.R. AS PER PLAN � SECTION NOTES I � NEW ROOFING NOTE: O I. ALL EXISTINS ROOFING,FIBER PANELS < SUILDINS FELT 1 SHALL BE REMOVED 2.INSTALL NEW ARCHITECTURAL STYLE'TIMBERLINE' I t L9 D�p ASPHALT ROOFING SHINGLES BY'GAF'OR EQUAL;MI'N, I �'•` �l� � TOP OF RIDGE GRADE 240*,50 YR WARRANTY OVER NEW ALUM. GUTTERS; i-----------------------------------� 5.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO NEW ALUM. LEADERS �( Pvi ELEV. +24.4 RIDGE AS PER PLAN RIDGE AS PER PLAN I COLOR TO BE 24"FROM INSIDE FACE OF STUD WALL AND AT VALLEYS (j�(f�) I'-O (`} �5 OVER NEW ALUM. LEADERS SELECTED BY OWNER ll'P •J /.r �, ' f Pa�E. 4.INSTALL 15 M BUILDIN6 FELT(U.O.N)OVER I I (TYPE GUTTER 5.1/2"GDX PLYWOOD SHEATHING(BLOCK ALL SEAMS) I HIGH POINT 6.GAP SHINGLE OVER RIDGE ! HIPS(AS REOV) y�.23r t T.PROVIDE RIDGE VENT(A5 REQV) m t 8.FLASH ALL VALLEYS (` 9.INSTALL DRIP E06E AS REQ'D " IO.INSTALL ALL AS PER MANU.SPEC.'S -- - - -- - - - - - - - - - - - - - O TYPICAL EXTERIOR WALL CONSTRUCTION:SEE R.R. A5 PER UPONt�TYVEKNHOUSE WRAP(OR EQUAL) O,c N C w 1 PLAN UPON 1/2"GDX PLYWD.SHEATHING(BLOCKING 6 ALL I tfT PLYWD SEAMS) R� • 2"xb' STUDS o Ib"O.G.w/CBL.TOP PLATE -0-TOP OF RIDGEMIN.5"THICK,R-21 SPRAY FOAM INSULATION(Rx't/INCH) I LL • 5/8"GYPSUM BD.WALL FINISH I IL IC U- 0. NEW GABLE LL I PROJECT: ELEV. +17.3' RIDGE AS PER PLAN 1- NEW SIDING NOTE: O IL�.. O`. O`. 4 RAFTER AS PER O I. ALL EXIST.SIDING< FOAM SHALL FI REMOVED I � c GRANGE ROUGE PLAN 2.INSTALL NEW 8"EXPOSURE GEMENT FIBER BOARD � O NEW GABLE LAP SIDING BY"JAMES HARDIE-HARDIEPLANK" 0 O (OR EQUAL),OVER 5.INSTALL HOUSE WRAP(OR EQUAL) I X ARTIST WORKSHOP 4.INSTALL ALL AS PER MANU.SPEG.'o ry ® (V ® ry ® N 5.PROVIDE ALL NECESSARY TRIM FOR PROPER ----- --- - --- INSTALLATION I K 6.SIDING SHALL EXTEND TO TOP OF FOUNDATION z Z z - z FOUNDATION WALL O CEILING J015T INS)LATION: I (2) 1.15"xIV LVL RIDGE 8-38 SPRAY FOAM INSULATION AT GJ;PER 2015 NYS ( I I 56995 MAIN ROAD ENER6Y CONSERVATION CODE 4 HEADER AS PER r2) ,•-�5't�,,-�,5" LV,_ +z:�-F SOUTHOLD, NY 11971 2 PLAN I I I DRAWING TITLE: kn N I I - - -- -- - FIRST FLOOR PLAN w O NEW GABLE O NEW CUPOLA o � °off I qa ROOF PLAN :o I o o' SECTION I - - I 4" P. GONG. I z z I x ® x TOP OF SLAB SLAB W/ ® PAGE: ELEV. +0.7' �� 6x6-10x10 W.W.M PITCH I I u( I NEW GABLE w L - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ z AVG. GRADEA-500 z *•H€.,;,_"�(" I ,`3^:.} "J i ✓ _ „"" I--€1(,,.,i'....-�1F"• "{I.,.` _ 4 f £. ,.£;...3 TF+IGK 1.. � t GYM - . ' INSULATION 1 J .. .GRAVEL SASE �, ��' -_ - .., _ { �-�`.,T � i� 1 1)". ..siY" ,'; :€ _ _ NEW ALUM. LEADERS GUTTER �° <€ , _; m�f�-`E'- t_:i ,€,. £€= f�' �.t€"J',.P�.€,'„ i.,;�s+r,�; .te-c•. .1a� :n'�4F iIn- JG� ,"ulk;;.; � 3 1. '_i;Y '±' .. �-',,.LG"rN`.: HIGH POINT , A DTE• 08/20/20 ,z' °...t -.. ,._ .. ..., _ .:. .. .,. .._£... , , ",,... '�. 4•� :; <I �!` ,._.r > - " _ Sid.? .,.,__ ::�_ >�>•��-2--o i I��.( � .1,:'£�_'-�.£ .°,-�'�, 5�.;.�, � �u �, }� ,�,' �-.- .. ' _ - "' fi � '' 4`�•�.�� -"' �-° ,�m:�' _, �. =} ,��.=' 6 OF 7 NEW ALUM. LEADERS GUT ER nllz �'. HIGH EXIST. VIRGIN SOIL ( ) ELL 71 ROOF PLAN TYP. POINT SECTION A/A-500 SCALE: I/4" = I'-O" 5GALE: 1/4" = I'-O" �in 12 EAm ------------- LLJ C-) Ljj i �.��.• _ .._. _ _,��-e---�._^,.-.;,� -s-:�--^max-_._�-__:�--:::e_eA _ __..... .:..:::.__�--_:___ J lit ul I 1 I 1 F- \\\ / Lilf r- \ 1 Fill - LLLL�il IL 6 x it SOUTH ELEVATION FRONT 12 / SCALE: 1/4" 12 i # VENT AS PER w MANU. SPEC.'S I GAS BOILER O MANU. 5PEC.'s ( 1 I i ui € i t `a r^ F f r i .. r. t 1 r 3 I 1 V I e` i s 1` A , 41 El NEST ELEVATION (LEFT SIDE) L -------------- . ______ -- _. ....... - ., TELEVATION fiZ I C HT SIDE) 03 7 SCALE: 1/4" = I'-O" OF N SCALE: 1/4 PROJECT: GRANGE ROUGEWORKSHOP 56995 MAIN ROAD f _ SOUTHOLD, NY 11971 4 - __ _, - DRAWING TITLE: ELEVATIONS PAGE: t t i , A-6 L�l L�.-lli i 1 I I , DATE: 08 I 20 20 / 7 NI I \d ;.,. OF 7 ,...,,..;.. , ...'....... .. .... .. .. .. ,r,.....,.... ,.., `fid r P�l y , NORTH ELEVATION (REAR) SCALE: 1/4" = P-O"