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HomeMy WebLinkAbout45270-Z o�g11FF�t�CpG Town of Southold 1/28/2021 a� P.O.Box 1179 0 VIA • 53095 Main Rd ,'j,f # Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41741 Date: 1/14/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1845 E Gillette Dr, East Marion SCTM#: 473889 Sec/Block/Lot: 38.-4-26 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/11/2020 pursuant to which Building Permit No. 45270 dated 10/1/2020 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"additions and alterations -as built deck, as built window replacement, as built attached garage alterations and as built recreation room in basement as applied for. The certificate is issued to Siderakis Helen EM QPRT of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45270 1/4/2020 PLUMBERS CERTIFICATION DATED �\ �\ ut o ' ed Signature ,v Fot TOWN OF SOUTHOLD ��o�guF BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD NY N � . 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#: 45270 Date: 10/1/2020 Permission is hereby granted to: Siderakis Helen EM QPRT 39-12 47th St Sunnyside, NY 11104 To: as built" additions and alterations - as built deck, as built window replacement, as built attached garage alterations. Additional certifcations required. At premises located at: 1845 E Gillette Dr, East Marion SCTM #473889 i Sec/Block/Lot# 38.4-26 Pursuant to application dated 3/11/2020 and approved by the Building Inspector. To expire on 4/2/2022. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $640.00 CO-ADDITION TO DWELLING $50.00 Total: $690.00 uiIding Inspector TOWN OF SOUTHOLD S�o�SUFFOI��Dy BUILDING DEPARTMENT C2 z TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45270 Date: 10/1/2020 Permission is hereby granted to: Siderakis Helen EM (APRT 39-12 47th St Sunnyside, NY 11104 To: as built" additions and alterations - as built deck, as built window replacement, as built attached garage alterations. Additional certifcations required. At premises located at: 1845 E Gillette Dr, East Marion SCTM # 473889 Sec/Block/Lot# 38.-4-26 Pursuant to application dated 3/11/2020 and approved by the Building Inspector. To expire on 4/2/2022. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $640.00 . CO- N TO DWELLING $50.00 otal: $690.00 Building Inspector 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." New Construction: Old or Pre-existing Building: (check one) p Location ofPropert � I-A (�-��-� *rTF ���� e 8-ST M A I' t ®� Ouse No. Street Hamlet Owner or Owners of Property. YK n G ibUAK I Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. a ?0 Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 50 Appli nt lgnature rjv so Town Hall Annex ®,s�22, Telephone(631)765-1802 54375 Main Road `z r Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 o �� sean.devlin(D-town.southold.ny.us MUM BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To. Siderakis Helen EM QPRT Address: 1845 E Gillette Dr city East Marion st: NY zip: 11939 Building Permit#: 45270 Section: 38 Block: 4 Lot 26 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: AS BUILT License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor 1st Floor Pool New Renovation X 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 7 Ceiling Fixtures 6 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 5 CO2 Detectors 1 Sub Panel A/C Blower 1 Range Recpt Ceiling Fan Combo Smoke/CO 1 Transformer UC Lights Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect El Switches 5 4'LED Exit Fixtures Pump Other Equipment Notes, Inspector Signature: Date: January 4, 2021 S. Devhn-Cert Electrical Compliance Form.xls �aOF SOUIy� h� �O # # TOWN -OF SOUTHOLD BUILDING DEPT. `yco 765-1802 INSPECTION [ ] FOUNDATION IST [/FINAL H PL13G. [ ] FOUNDATION 2ND [ ATION/CAULKING [ ] FRAMING /STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O r REMARKS: [),Vk (00 aL CC) DATE INSPECTORpit q6/qo I how 06 # TOWN OF SOUTHOLD BUILDING DEPT. iR °`yrourm '� 765-1802 INSPECTION , [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATIOWCAULKING - [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE Y 'y� INSPECTOR L pF SOUT ^1 9 2,7 ® /V q a7 5-r /"grr' �— # TOWN OF SOUTHOLD BUILDING DEPT. coutm, 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ -] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) LN [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Th v r q�- / r 11 ee av41ekT need, Ar Oak, DATE f INSPECTOR a, OL ..'.. { f es t a { t k s 03 hlwl /2•©►20 09 . 42 pow- 4. q w� f S � i �I I v { oN �_ de "� '..�•.Qe1MaWoH �an A 03/ 1 112020-011--4@ l; Al 4 anh �anAl �IanlSsM wk my p++l Mil , ms• wn y de,ryiau,oH ae,mawoN.-. 4 w i t J M 1 N 1 M 1 4aAAI naAAI naj �W1,�Vol'� mrwoH er,ry�awoN arm .ux' rr,: *a, ManAj JanAJ ja^Al �anAj m or Id— :P iP � 9 y , jx n ,gym 0 3 1 u. r- UNA — n )OL Irf - t "tea Ir a� • IL y r A� y _{ 1t � "Ie 4A r py�[� 4rb . 1 rpm ,. r J y,_ ?,r J J + P , -- , i am ,yy 'E de JaAAJ 1�A rlwv ,;;M- a �i$o)4 t JaAA.L J@AA.L Aj + " '' ' - r� .113;ON + v r{ AJL s?k'T j t 7t �Y fyRYaSW ,.,/_e y'st. n�uQ}aIk. . .. l 1 8AA ' ;� ; .,a l'!5'�+lir{ t rY/.l9�b4}- t) ,.�.7':.< a►y�I/'.> yr ALP ORA ri r s .,_ 'r t � jc p F, s -- —. mowz _ milli, _ r 09 . 42 INAi Lit \/ Ir i FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(IST) -------------------------------------- FOUNDATION(2ND) ROUGH FRAMING& PLUMBING H INSULATION PER N.Y. �y y STATE ENERGY CODE �( • j 7 ' t 1 FINAL ADS Ic31� ,L 1�TS r ro - 2 - 2 � ' q- a m ; d b • TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 ` f Survey Southoldtownny.gov PERMIT NO. v,o � Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined '20 Single&Separate Truss Identification Form Storm-Water Assessment Form �b Contact: C13 Approved 20 Mail to. J Disapproved a/c II II A�o�� '. Expiration ,20 (' Building Inspector MAR 1 1 2020 APPLICATION FOR BUILDING PERMIT Date-3—/O— , 20 a O 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 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, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) ✓I LAII L (Zorm BUY (Mailing address of applicant) 1/7 a-? State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder e r\-r f-,\ Grp/-\t-T.tcA-y Name of owner of premises (As on the tax roll 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: I E I'5 e-qC-- G O f-A e 05� 1na V-, C) House Number Street Hamlet / County Tax Map No. 1000 Section 3� Block Lot o^^t,(o Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: _a. Existing use and occupancy GI ntended use and occupancy r C Q l ( o( 0 w S n0 S 3. Nature of work (check which applicable): New Building Addition Alteration Repair e/ Removal Demolition Other Work (Description) 4. Estimated Cos " 0. G 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 Rear Depth Height' Number of Stories Dimensions of same structure with alterations or additions: Front Rear 1 Depth Height Number of Stories ' 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No 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: COU TY OF ) being duly sworn, deposes and says that(s)he is the applicant Nine of individual signing contract) above named, CONNIE D.BUNCH ) ��� Notary Nob01 Utate of New 6185050 York ( S He is the � (Contractor,Agent,Corporate Officer, etc.) Qualified n SuttolK County Commission Expires April 14,2ao 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. or o before me this �^ day of �C 1 20 Notary Public Signature of Applicant Scott A. Russell ,�a°�u � T O IKIMMATIEIR, SUPERVISOR � � z I��lCA�1�AecG]ENUE- T SOUTHOLD TOWN HALL-P.O.Box 1179 0 53095 Main Road-SOUTHOLD,NEW FORK 11971 'kyjO � Town of Southold CATER 236 s STORM WATER MANAGEMENT WORK STET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes NO (CHECK ALL THAT APPLY) i 7 ®® A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. i ®® B. Excavation or filling involving more than 200 cubic yards of material . fwithin any parcel or any contiguous area. ® 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 Nap 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 Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. p� APPLICANT. (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: ]000 Dale I `c DDistrictNNAME /v t„ 5 i AI/` 7 Section, Block Lot 6g,uu,d :t'F•!.t FOR BUILDING DEPARTN E)NT USE ONLY Contact Information Reviewed By: Date. Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — — ® Approved for processing Building Permit. Stormwater Management Control Plan Not Required. t ® Stormwater Management Control Plan to Required. (Forward to Engineering Department for Review.) FORM 0 SMCP-TOS MAY 2014 rJ rw'-IILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD To* 11 Annex- 54375 Main Road - PO Box 1179 D E c. 2 2020 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 T L warrRsoutholdtownny.gov - seand@southoldtownny.gov 3" fi APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: Company Name: r Name: License No.: email: Phone No: Ol request an email copy of Certificate of Compliance Address.: JOB SITE INFORMATION (All Information Required) Name: #&8A sl'0411-Qoe/ Address: ISY6-Z-&- 7'-�ll(f7q-e, DOW & 41Y Cross Street: L/ Phone No.: Bldg.Permit#: emaitio"') /z�7S(0 I Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) A4�-Ipl 1-4-he, h&7 '0 /-v hif, cz'e- C LI/ Check All That Apply: Is job ready for inspection?: 3YES ONO ORough In 'OFinal Do you.need a Temp Certificate?: EJYES ONO Issued On Temp Information: (All information required) Service Size ❑l Ph [--13 Ph Size: A # Meters Old Meter# FINew Service E] Service Reconnect [:] underground [-]Overhead 1# Underground Laterals [:11 [:]2 [:]H Frame [:]Pole Work done on Service? F]Y MNI Additional Information: Ze7 PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020 xlsx `IKU11LDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD o " To If Annex- 54375 Main Road - PO Box 1179 lip". �" DEC 2 2020 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rv, 0-southoldtownny.gov - seandO-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRIPIAN INFORMATION (Ali information Required) Date: Company Name: �/(/�/r/O�i1� � A'g' Name: License No.: email: Phone No:. _ ❑I requast an email copy of Certificate of Compliance Address.: JOB SITE INFORMATION (All Information Required) Name: /.7 4&128a Address: Cross Street: Phone No.: Bldg.Permit#: y,S�7d email:oav) &fio�w�sw Xille.am t Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) c lih ;e- /r 0 Check All That Apply: Is job ready for inspection?: �YES ❑NO ❑Rough In ]Final Do you,need a Temp Certificate?: ❑YES ❑NO Issued On Temp Information: (All information required) Service Size ❑1 Ph ❑3 Ph Size: A # Meters Old Meter# ❑New Service ❑ Service Reconnect ❑ Underground []Overhead #Underground Laterals ❑1 ❑2 ❑H Frame Opole Work done on Service? ❑Y ❑N Additional Information: /C67 PAYMENT DUE WITH APPLICATION 119 Electrical Inspection Form 2020.xlsx i PERMIT# Address: Switches Outlets GFt's ` Surface Sconces NH's UC Lis \ f Fans Fridge ow n' Exhaust Oven Dryer 7 Smokes DW Service Carbon Micro Generator Combo Cooktop Transfer AC Ali - - Mini J Special: Comments. V, D, C' �-J- e �� � r� 'J"'Architect Vincent Benic Architect LLC Transmittal Date: December 16,2020 To: TOWN OF SOUTHOLD BUILDING DEPARTMENT PO Box 1179 Southold, NY 11971 Via: BD Drop Off cc: From: Vincent Benic,AIA Re: AMENDMENT TO: Permit NO. 45270 1845 East Gillette Dr. East Marion,NY 11939 Please find attached the following: • 4 Set of drawing to Amend the above named Permit. i _) DEC 1 5 2020' PO Box 92. Southold NY 11971 Tel.917.414.1925 vine@vbarch.com t Adak DRAWN MM OO MM DATE AUGUST 2020 DRAWING &JOB NO. 20-721 THE EXISTENCE RIGHTS OF WAY UNAUTHORIZED ALTERATION OR ADDIT AND/OR EASEMENTS OF RECORD IF TO THIS SURVEY IS A VIOLATION OF ANY, NOT SHOWN ARE NOT SECTION 7209 OF THE NEW YORK STATE GUARANTEED. EDUCATION LAW. Area i IO�OOO ■f. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR THE known as: EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. # 1845 East Gillette Drive, East Marion GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED. AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI— TUTION. GUARANTEES ARE NOT TRANSFERABLE. sCIA eL , y Nk a1�0 l§lop V6 . 00 � 00%, .a, !� ao Cyiig °�e ,a Q `b2r 3 16Ns' Ilk O., 15 co (1 - s R, �e5 oFNFw �e� IrCSurvey of Lot 82 MAP OF MARION MANOR 087A MAP MAP NO. 2038 ANDS situate at East Marion Town of Southold Michael W. Minto, L.S.P.C. Suffolk County, New York LICENSED PROFESSIONAL LAND SURVEYOR NEW YORK STATE LICENSE NUMBER 050871 District 1000 Section 38 DIOCk 4 Lot 26 87 Woodview Lane Scale 1 20' Surveyed August 13, 2020 ' Centereach, N.Y. 11720 - PHONE/FAX: (631) 580-1202 GRAPHIC SCALE CELLULAR: (631) 766-9714 21 0 10 20 40 ao EMAIL: mikemintolspc®gmail.com ( IN rEET ) 1 inch = 20 ft. � $a GENERAL DEMOLITION NOTES• 1. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE SUPERVISION OF CONSTRUCTION THE ARCHITECT AND/OR HIS AGENT SHALL BE 1 THE SCOPE OF DEMOLITION WORK HAS BEEN GENERALLY INDICATED ON THE DRAWINGS FOR THE G C's INFORMATION ALLOWED ACCESS TO THE CONSTRUCTION SITE THE G C IS RESPONSIBLE TO DETERMINE THE FULL SCOPE VINCENT BENIC ARCHITECT 2. NO CHANGES SHALL BE MADE TO THESE DRAWINGS ACCEPTAS PER N YS.LAW CHAPTER 987 ANY CHANGES TO THE PLANS MUST BE APPROVED BY THE ARCHITECT.ANY SUCH CHANGES SHALL BE FILED WITH THE BUILDING DEPARTMENT AND AMENDED TO THE ORIGINAL 2 THE G C AND HIS SUB-CONTRACTORS SHALL COMPLY WITH ALL LAWS,ORDINANCES AND REGULATIONS BEARING ON THE SCOPE OF THE WORK LIST OF DRA WINGS,. Po Box 92,Southold NY 11971 BUILDING PERMIT ANY MODIFICATION OR REPRODUCTION OF THESE PLANS OR SPECIFICATIONS FOR USE OTHER THAN THE INTENDED wwwvbarch coin PROJECT IS STRICTLY FORBIDDEN WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE ARCHITECT 3 THE G C SHALL FURNISH ALL LABOR,MATERIALS AND EQUIPMENT AS REQUIRED TO COMPLETE THE DEMOLITION AND T-100 GENERAL NOTES AND Issued/Revision 3. THE G.0 AND HIS SUB-CONTRACTORS ARE NOT TO SCALE DRAWINGS ALL WRITTEN DIMENSIONS SHALL TAKE PREFERENCE OVER ALL REMOVAL OF ALL ITEMS SHOWN ON DRAWINGS. ENERGYABALYSIS SCALED DIMENSIONS ALL LARGE SCALE DRAWINGS,PLANS,SECTIONS,ELEVATIONS AND DETAILS WILL TAKE PRECEDENCE OVER SMALL 4. ALL ITEMS INDICATED WITHIN THIS SET OF DRAWINGS SHALL BE REMOVED,AND DISPOSED OF THIS INCLUDES,BUT IS A-100 BASEMENT FLOOR PLAN 12/15/20 BD SET SCALE DRAWINGS,PLANS,SECTIONS,ELEVATIONS,AND DETAILS NOT LIMITED TO PLUMBING FIXTURES,LIGHTING FIXTURES,ACCESSORIES,PANTRY CABINETS,APPLIANCES,DOOR FRAMES,DOOR HARDWARE,ETC. 4-7 NOT USED 8 ALL ORIGINAL CONSTRUCTION DOCUMENTS,PHOTOGRAPHS,SKETCHES AND ESTIMATES SHALL REMAIN THE PROPERTY OF THE 5 ALL DEMOLITION WORK SHALL BE SCHEDULED AND COORDINATED AS DETERMINED BY THE OWNER,ARCHITECT AND THE G C ARCHITECTAND SHALL BE CONSIDERED AS INSTRUMENTS OF THE SERVICES RENDERED WHETHER THEY WERE EXECUTED OR NOT 9 THE PHRASE"BY OWNER"IS TO BE CONSTRUED AS PURCHASED BY THE OWNER,BUT COORDINATED,SCHEDULED,HANDLED,AND 6 THE CONSTRUCTION SITE SHALL BE KEPT LOCKED AND SECURE AT ALL TIMES INSTALLED,BY THE G C AND HIS SUBCONTRACTORS 7 THE G C SHALL KEEP THE JOB SITE PROTECTED FROM INCLEMENT WEATHER(RAIN,SNOW,WIND,COLD,HEAT),ETC 10 THE ARCHITECT AND OWNER SHALL APPROVE THE NEW LAYOUT OF ALL PARTITIONS BY MEANS OF CHALK LINE PRIOR TO INSTALLATION 8 PRIOR TO REMOVAL OF WALLS THE G C SHALL VERIFY IF THE WALLS ARE BEARING AND NOTIFY THE ARCHITECT IN ZONING DATA 11.THE ARCHITECT,DISCLAIMS ANY RESPONSIBILITY FOR THE DESIGN OF THE ELECTRICAL AND MECHANICAL SYSTEMS WRITING. ADDRESS 9 THE G C SHALL PROVIDE ALL NECESSARY SHORING AND OR BRACING REQUIRED TO MAINTAIN THE STRUCTURAL Drawings&specifications as Instruments of professional service 12 THE OWNER SHALL PROVIDE ADEQUATE PROPERTY INSURANCE ON THE VALUE OF THE BUILDING AND THE VALUE OF THEINTEGRITY OF EXISTING BUILDING TO REMAIN 1845 EAST GILLETTE DR. are,and shall remain,the property of VINCENT BENIC CONSTRUCTION,INCLUDING FIRE,VANDALISM ETC ARCHITECT No reproduction,in whole or m part,shah be made East without the written authorization VINCENT BENIC ARCHITECT Et Marion NY 11939 10 THE G C UNDERSTANDS THAT WHERE WALLS ARE TO BE REMOVED,IT SHALL BE UNDERSTOOD THAT HE SHALLALSO BE This document is Intended solely for the construction of the 13 THE COST OF THE BUILDING PERMIT SHALL BE PAID BY THE OWNER RESPONSIBLE FOR THE REMOVAL OF ALL ELECTRICAL,TELEPHONE,THERMOSTAT,PLUMBING,DUCTWORK,ETC,INCLUDED project named herein and shall not be used by any other parties IN THE WALL SC MAP 1000 for any other construction without the written consent of 14 THE G.0 SHALL VISIT THE SITE AND BE RESPONSIBLE TO VERIFYALL EXISTING CONDITIONS AND DIMENSIONS ANY DISCREPANCIES SECTION. 38 VINCENT BENIC ARCHITECT SHALL BE REPORTED TO THE ARCHITECT,IMMEDIATELY PRIOR TO AWARD OF CONTRACT,OR START OF WORK THE G C SHALLALSO 11 THE G C SHALL REMOVE AND DISCARD IN IT'S ENTIRETY ALL PLUMBING,TO THE POINT OF ORIGIN INCLUDING,SINK, BLOCK 04 COORDINATE,AND BE RESPONSIBLE FOR THE APPROVED SIZE AND LOCATION OF ALL OPENINGS THROUGH ROOF,FLOORS WALLS ETC VENTANASTE LINES,HOT/COLD WATER LINES,ACCESSORIES,ETC PREP FOR NEW PLUMBING LAYOUT ALL PLUMBING LOT 26 15 THE G C.AND HIS SUB-CONTRACTORS USING THESE DRAWINGS SHALL COMPLY WITH ALL LAWS,ORDINANCES,AND REGULATIONS, WORK SHALL BE PREFORMED BY THE LICENSED PLUMBING CONTRACTOR AS PER CODE BEARING ON THE SCOPE AND CONDUCT OF THE WORK ALL STRUCTURAL WORK SHALL BE PREFORMED IN CONFORMANCE WITH ANY CODE 12 THE G.0 SHALL REMOVE&DISCARD IN ITS ENTIRETY ALL ELECTRICAL LINES INCLUDING OUTLETS SWITCHES ZONE R40 OR CODES OF FEDERAL,STATE,COUNTY,OR MUNICIPALITY,HAVING JURISDICTION OVER SUCH WORK TELEPHONE JACKS ETC BACK TO THE PANELAS REQUIRED BY CODE.PREP FOR NEW ELECTRICAL LAYOUT 16 THE G C AND HIS SUBCONTRACTORS SHALL BE LICENSED AND INSURED TO DO ALL WORK AS REQUIRED BY THE CITY,VILLAGE,TOWN, 13 THE G C SHALL KEEP THE CONSTRUCTION SITE BROOM CLEAN AT THE END OF EACH DAY,UNTIL COMPLETION OF COUNTY,AND STATE AGENCIES,WHICH MAY HAVE JURISDICTION OVER THOSE TRADES.THE CERTIFICATES OF INSURANCE ARE TO BE PROJECT FILED WITH THE OWNER PRIOR TO COMMENCEMENT OF ANY WORK BOTH THE OWNER AND THE ARCHITECT ARE TO BE LISTED AS ADDITIONAL INSURED AND AS CERTIFICATE HOLDERS AND ARE TO BE HELD HARMLESS FROM ANY CLAIMS EITHER DIRECTLY OR 14 THE G C SHALL NOTIFY AND ASSIST THE OWNER TO COORDINATE THE INSTALLATION OF BURGLAR ALARM,TELEPHONE INDIRECTLY ARISING OUT OF THIS CONTRACT AND CABLE TV FROM THE UTILITY POLE TO THE OFFICE BUILDING 17 THE G C AND HIS SUBCONTRACTORS SHALL MAINTAIN WORKMEN'S COMPENSATION INSURANCE AND ADEQUATE LIABILITY INSURANCE DURING THE ENTIRE LENGTH OF THE JOB ENERGY ANALYSIS D 18 THE G C SHALL BE RESPONSIBLE FOR THE SAFETY OF THE WORKERS,OWNERS,AND THE PUBLIC,AS REQUIRED BY THE STATE OF NEW YORK,AND OSHA REGULATIONS,DURING THE CONSTRUCTION PERIOD 2020 NEW YORK STATE ENERGY CONSERVATION CODE 19 THE G C AND HIS SUBCONTRACTORS SHALL BE RESPONSIBLE FOR FILING AND OBTAINING ALL NECESSARY PERMITS,INSPECTIONS, CLIMATE ZONE 4 AND CERTIFICATE OF OCCUPANCY,TO PERFORM THE WORK UNDER CONTRACT THE ELECTRICAL,PLUMBING,AND HVAC WORK,SHALL BE SYSTEM COMPONENT CODE REQUIREMENT PROJECT COMPLIANCE FILED UNDER A SEPARATE PERMIT Building Thermal Envelope BASEMENT WALLR C4021 2 20 THE G C SHALL NOT STARTANY WORK UNTIL THE BUILDING PERMIT IS ISSUED (ACCESSORY APARTMENT VALUE R-13 MIN R-15 21 THE G C SHALL FURNISH ALL LABOR,MATERIALS,EQUIPMENT,AND OTHER ITEMS,NECESSARY TO COMPLETE THE WORK SHOWN, ONLY) 1000, CHAT CALLED FOR,OR INFERRED BY,THESE DRAWINGS UNLESS OTHERWISE NOTED C4021 2 t ED WOOD FRAME R-49MIN R-49 r-1 `G� N/C FC,, CEILING R VALUE L Cl 22 THE G C.SHALL PREFORM HIS WORK SO THAT MINIMUM DISRUPTION IS CAUSED TO THE OWNER,AND PORTIONS OF HOUSE WHERE SEE DETAILED — ------- THERE IS NO WORK Fenestration C402 1 2 U-Factor. I 23 THE G C SHALL AT ALL TIME KEEP THE BUILDING WATERTIGHT,SECURE,AND SAFE FROM OUTSIDERS Replacement U-Factor 45 for Fenestration H for Fenestration 040 I PROPRTYLINE 24 THE G C SHALL SUPERVISE AND DIRECT THE WORK USING HIS BEST SKILL AND ATTENTION HE SHALL BE SOLELY RESPONSIBLE FOR ALL o 40 o ao I I EXISTING ' CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES,AND PROCEDURES,AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER CONTRACT THE G C SHALL BE RESPONSIBLE TO THE OWNERS FOR THE ACTS AND OMISSIONS OF HIS EMPLOYEES, DECK SUBCONTRACTORS,THEIR AGENTS AND THEIR EMPLOYEES PERFORMING THE WORK UNDER CONTRACT i RECREATION RM M, TO BE LEFALIZED Fenestration Air NA NA 25 THE G C SHALL BE RESPONSIBLE FOR ADEQUATE,TEMPORARY BRACING,SHORING,AND PROTECTING ALL WORK DURING Leakage I CONSTRUCTION AGAINST DAMAGE,BREAKAGE,COLLAPSE,DISTORTIONS,AND MISALIGNMENT,ACCORDING TO STRICT COMPLIANCE WITH VBA Projo�c91 ^`y THE NEW YORK STATE BUILDING CODE AND ALL OTHER APPLICABLE NATIONAL,STATE,AND LOCAL CODE,AND GOOD CONSTRUCTION AREA OF I 378.2 s� INDUSTRY PRACTICEMechanical o ��' ` PATE OF N Mecham al&Service EXISTING SYSTEM TO FEED NEW BASEBOARDS 0 I WORK +Y EXISTING 1 Drawn � 26 THE G.0 IS RESPONSIBLE FOR ALL DAMAGES(INCLUDING STRUCTURES,FINISHES,UTILITIES,EQUIPMENT,VEGETATION,ETC, Water Heat ng Systems IN EXISTING `-'`";,'"'; W M SCHEDULED TO REMAIN)OF EXISTING PROPERTY ASA RESULT OF HIS WORK,HIS WORKMANSHIP AND SUB-CONTRACTORS THE G C SHALL Lighting&Electrical A MINIMUM OF 90% BULBS IN PERMANENTLY BASEMEN STORY Checked PROVIDE ADEQUATE PROTECTION FOR THEIR WORKAND BE RESPONSIBLE FOR SAME THE G C SHALL RESTORE TO ORIGINAL CONDITION Systems INSTALLED FIXTURES SHALL BE HIGH EFFICACY I RESIDENCE ve ANY EXISTING ELEMENTS DAMAGED AS A RESULT OF HIS WORK.THE G C.SHALLALSO PROTECT EXISTING OCCUPIED AREA FROM ALL DUST 1 AND DIRT ENERGY CODE COMPLIANCE INSPECTIONS I DRIVEWAY I 27 THE G C SHALL COMPLETE ALL WORK IN A MANNER THAT CONFORMS TO THE MANUFACTURER'S INSTRUCTIONS AND TO THE HIGHEST Building Thermal Envelope Bwlddngs Above Grade IIA2•Insulation placement and R-values ASHRAE C402 2,90 1--55 5c1 . i P , 1 INDUSTRY STANDARDS Mass 5 6 OR 11,5 81 I 28 THE G.0 SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP AGAINST DEFECTS FOR A PERIOD OF ONE YEAR FROM THE DATE OF Fenestration IIA3&IIA3-Fenestration U-Factor and C402 3 _____ _ _______ ___ _____J SUBSTANTIAL COMPLETION AND ACCEPTANCE BY OWNER Replacement Product Raring ASH RAE 90 1-5 5, 560R11, 1-5 Project ENERGY CODES: RSIDENCE AT: 1. TO THE BEST OF MY BELIEF AND KNOWLEDGE,THIS SET OF DRAWINGS MEETS OR EXCEED THE REQUIREMENTS OF THE ENERGY Mechanical&Service EAST GILLETTE DRIVE �� 1845 EAST GILLETTE DR CONSERVATION CODE OF THE STATE OF NEW YORK LATEST EDITION Water Heating Systems NTA East Marion. NY 11939 2. TO THE BEST OF MY BELIEF AND KNOWLEDGE,THIS SET OF DRAWINGS MEETS THE REQUIREMENTS OF THE RESIDENTIAL CODE OF THE Lighting&Bectnca NpA Drawing Title STATE OF NEWYORK LATEST EDITION systems GENERAL NOTES 3 ALL WINDOWS AND SKYLIGHTS SHALL BE DOUBLE GLAZED,AND WEATHER STRIPPED,AND ALL DOORS SHALL ALSO BE WEATHER AND E N ERGY ANALYS IS STRIPPED NYF--crr o ST In MY TO THE BEST OF MY KNOWLEDGE,BELIEF&PROFESSIONAL JUDGEMENT, 4 ALL NEW APPLIANCES,AND ITEMS SPECIFIED SHALL MEET THE ENERGY STAR THIS APPLICATION IS IN COMPLIANCE WITH THE 2020 WECC PLOT PLAN Drawing Number 1 $CaIB NONE T -100 j VINCENT BENIC ARCHITECT PO Box 92,Southold NY 11971 www vbarch com Issued/Revision To(01 12/15/20 BD SET 35'-9%'AVA DAYLIGHTAND VENTILATION CALCULATIONS: VENTILATION AS PER AS PER IRC Section M1507 NOTE: EXISTING OPENING ARE INSUDCANT NATURAL DAYLIGHTAND VENTALATION AS PER NYS CODE. SD/CO2 INTERCONNECTED NEW(20 min) Drawings&specifications as instruments of professional service DETECTOR FIRE RATED are,and shall remain,the property of VINCENT BENIC DOOR WITH - ARCHITECT No reproduction,in whole or in part,shall be made WEATHERSTRIP without the written authorization of VINCENT BENIC ARCHITECT GASKETS This document Is intended solely for the construction of the project named herein and shall not be used by any other parties RECREATION ROOM TO BE for any other construction without the written consent of LEGALIZED SHALL HAVE THE VINCENT BENIC ARCHITECT FOLLOW NGL AS PER IRC SECTION R303 1 EXC 1 AND 2 1 VENTILATION HWH EXIST MECHANICAL VENTILATION SYSTEM WILL BE INSTALLED AS PER IRC Section M1507 NOTE EXIST RECREATION RM STRUCTURE TO REMAIN TO BE LEFALIZED URD TYP 632 SF 2 LIGHTING NDISTURB EXSIT BOILER RM � ) - ARTIFICIAL LIGHTS WILL BE PROVIDED THAT IS PRODUCING AN AVERAGE ILLUMINATION OF 6 FT CANDLES OR GREATER AT THE HEIGHT OF 30"ABOVE THE 4 FLOOR LEVEL 0 O O O EXIST 1 HR� FIRE RATED WALL EXSIT CL EXIST FOUNDATION WALL NOTES. .<<G�SO AR EXIST E VENT DIRECT r\�ERMxsIT EQUIPMENT EXSIT CL 1 1 HR FIRE FATED WALL TO BE CAPPED AT ��(j NSC cA BOILER THE BOTTOM OF EXISTING JOIST.ENCLOSE UP 4. AT BOTTOM OF JOIST W/1/2"GYP BD AND BLOCKING TO ACCEPT NEW WALL FIRESAFE WITH MINERAL WOOL AND FIRECAULK ALL PENETRATIONS NEWAND EXISTING NO HOLES TO BE LEFT OPEN FOUNDATION WALLAND EXISTING $3 Q� WOOD AND DEYWALL014$ VBA Pro,#: TE OF� 3782 Drawn WM Checked VB Vinci Benic AIA, NYS#014983 Project RSIDENCE AT: BASEMENT FLOOR PLAN East EAST GILLETTE East Marion. NY 1193939 1 Scale: 3/8" = 1i-0ti Drawing Title 0 1 2 3 4 5 6 7 8 9 10 FT BASEMENT FLOOR PLAN Drawing Number A-100 GENERAL NOTES 8. All Work shall be executed using best construction practices and all workers 29.All footings shall bear m virgin soil having a minimum bearing capacity of(2) ELECTRICAL NOTES shall be skilled in their trade. 4. Underground utility services that run parallel to the foundation shall not be ton per square foot. 1. No Work shall start until approved Construction Documents are obtained from located closer than 5 feet from the foundation. 1. All electrical work shall be in accordance with the National Electrical Code,NYS the Building Department. 9. Items shown on plans but not specifically stated in the specifications and/or vice 30.Footings to extend a minimum N-0"below grade,unless otherwise noted Fire Underwriters Code,Residential Code of New York State,all state and local rrARCHITECTURAL� IINCEPTIONS PLLC versa shall be considered to be included in the contract(if applicable) 5. A moisture retarder,such as two layers of 15#felt or one layer of 30#felt,and codes,and utility company codes and regulations. rt n +A�q ry•- 143 E.Main Street 2. Prior to any Work being performed,the Contractor shall be responsible to read hot-mopped or approved equivalent foundation membrane shall be applied to i �! ,;" , • . over all notes,drawings,and specifications(if applicable).If the Contractor sees 10.The Contractor shall be responsible for Shop Drawings when applicable.All exterior wall surfaces below grade to be continuous from top of foundation and 31.Footings and foundations to be poured concrete of size now on Plans. e``' r°''� (6. f i Smtthtown,w 1]787 any discrepancies,he shall notify the Architect for clarifications. conditions and dimensions are to be field verified by the Contractor. extend to lap edge of footing.Seal tie holes.voids and honeycombed areas with 2. Furnish Fire Underwriters Certificate upon completion of work DATE:% l L-±� C / � P.(631)780.6124 B.P. �_._.�, sealant before damp proofing. FRAMINGICARPEN'IRYNCITS """� AkahnOKahnceptions.rnm 3. The Contractor shall file all necessary permits,and appropriate applications 11.The Contractor shall be responsible for removal of all construction debris from 3. The Contractor must verify with his licensed electrician if an upgrade of FEE: ���_ F' http//Wwww.Kahncepdons com prior to the start of any Work and obtain the Certificate of Occupancy at the project site and shall provide dumpstei s etc.as required.The project site shall be 6. A minimum 6-ruff thick polyethylene vapor retarder sheeting shat]be placed I. All carpentrywoodWakshall be done in compliance with the Wood Frame electrical service is required for this project,and notify the Owner. i s 4- AT completion of the project for the Owner.The Contractor shall pay for permits, kept reasonably orderly on a daily basis.At the completion of the Work the directly below the concrete;lap joints a minimum of 6'and seal with duct tape P 7 5-i,�0 B S=, M ;T P.'. N T E Construction Manual 2015• 765-18(!2 F P,I�,ii TO <� i;,; FOR THE certificate of occupancy,and any necessary field tests as required to meet design Contractor shall remove all waste materials,tools,rubbish,etc.,from the site and or other tape approved for such use by its manufacturer.Vapor retarder shall 6. Not to installing gypsum work the Contractor shall coordinate with the Owner criteria of all materials,unless otherwise agreed upon by the Owner. leave the floors broom clean.The final cleanup shall be to the satisfaction of the extend to the perimeter formwork to determine the location of an items such as thermostats,telephones,cable, FO L L O 11 r J G I N S F E C T 10,'�,' S: 2. All lumber shall be Doug-Fir#2(1b-875 psi)grade stamped minimum. Y P n C T , r Owner. intercoms,alarms.etc. 1. FO U I J D1, I:;"J - T irk'0 ►�E . . ,G D 4. All Work completed shall be in accordance with the following codes, 7. Concrete slabs shall rest on minimum 6•fine gravel or sand with a 6 milFOR ..,t*P n'j cC ,:cRr:T 2020 Residential Code of New York State polyethylene vapor barrier under occupied space. 3. All lumber shall be 81 above grade minimum. • 7. The Contractor shall verify with the owner,location and quantity of lighting 2. P.0 U('111_I 2015 International Energy Conservation code(2015 IECC) SITE NOTES , 2017 Supplement to the New York State Energy Conservation Construction 8. Flash alljoints where slab abuts framing 4. Any lumber in contact with concrete or masonry,or the exterior environment fixtures,switches,outlets,etc. 3. f Pv S z j LFA AT 1 t,;' 2018 Wood Frame Construction Manual(WFCM 2018) 1. The Contractor shall visit the site to verify existing conditions.The Contractor shall be ACO,pressure 7eated lumber. 4. FINAL - C(3 ; TR l C T I O N MUST NTPA Standard 70,The National Electrical Code shall inspect the site and make all appropriate inquires to determine conditions Fill 8. All switches are to be installed 3G"above the finished floor,unless otherwise B E C 0,M7 L E fl- F_-IFI, C 0 and field construction criteria prior to submission of bids,and shall make no - noted ALL CONSTRUCTION SHA i - T 5. In addition to the above codes,all work shall be code compliant to the latest additional claims regarding site conditions thereafter.The Contractor's and 9. No backfill shall be placed against foundation wall until first floor framing is in 6. Sills to be pressure treated and securely flashed with termite shield The sill plate E L P•1 C ET THE C editions of the NYS uniform fire prevention.all applicable building codes,the Owner's agreement to enter into tie work shall suffice as their acceptance to the lace. shall be 2x6,unless otherwise noted R E�U I R f 4 NTS 0 F THE CODES 0 F P J c'.V Pr PP g gr' ceP P 9. Power outlets shall be provided in the following locations, YORK STATE. N 0 T F zoning codes of the local Town and all other federal,state and local agency terms specified herein,and shall be incorporated into any and all agreements a In every habitable roomE S;'0 N S I B L E FOP, regulations having jurisdiction over this pitied.If there are any discrepancies between the Owner and the Contractor. 10.All existing fill shall be replaced in accordance with the geotechnical report.The 7. All metal connectors slug be•Simpson Strong-tie. No substitutions allowed DESIGN OR CONSTRUCTION ERRORS. between agency requirements,the Contractor shall follow the strictest geotechnical engineer shall approve any fill consisting of onsite soils. Metal connectors shall be at all appropriate locations including.but not limited i. Every wall,in every room,shall have at least(1)one power outlet. requirements. 2. Any existing concealed conditions are based upon information taken from to:Roof to wall,wall towall,wall to foundation,and all other locations as ii. All outlets to be spaced @ 12ft o.c.max,starting at Eft from any opening. limited field investigations.The Contractor shall make required adjustments to 11.Any structural fill shall be in accordance with the geotechnical report Field required by code.If a connection is not specified,the Contractor shall notify the b. In kitchens above countertops C C M P LY W I TH ALL C O D I✓S O r G. All work shall comply with the standards of the National Board of Fire system components as required by actual field conditions at no additional cost to density tests are required for the sub-grade below the fill and each lift including Architect prior to ordering. i. All outlets to be GFCI,Spaced @ 4ft o.c.maximum N FEW YORK STATE_ & TOWN CODES Underwriters(NBFLI,the American Gas Association(AGA),American Society of Owner or Architect Report any discrepancies between the drawings and actual but not limited to,flatwork areas such as driveways and patios. ii. Provide(1)one GFCI outlet within 2'-0"of any sink range,&refrigerator AS R�,O L J I R E:D A N O F DATE REV DESCRIPTION Heating&Air Conditioning Engineers(ASHAE),Occupational Safety and Health field conditions to the Architect before construction begins. 8. Framing around all openings,&alljoists under parallel partitions above shall be iii. Provide(1)one GFCI outlet on an island Administration(OSHA),applicable state&building codes and the requirements 12.Fill required adjacent to the footprint of the foundation or any flatwork shall be doubled C. In Bathrooms of all public utility companies serving the project site. 3. The Owner shall be responsible for any irregularities discovered during the compacted to the same specifications required within the footprint of the SOU T HOLD TO construction phase of the ect,which m require additional measures to be foundation and for a horizontal distance of 3 feet for everyfoot that the finished i. Provide(1)one GFCI outlet in every bathroom,unless otherwise noted. 7. The Contractor and allS ub-Contractors shall be licensed by the state in which taken on the part of the Contractor,sub-Contractors,or the Architect.Any and floor concrete elevation is above existing grade. 9. Ail beams,girders,etc.to have minimum bearing of 3.5". d In Garages SOUT OWN PLANNING BOARD the project is located and approved in advance by the Owner. all costs related to the additional wok shall be the sole responsibility of the i. All outlets to be GFCI,Spaced @ 12ft O.C.maximum,starting at Eft from t)THOLD TOWN TRUSTEES Owner,unless otherwise agreed upon. 13.There shall be a minimum of 6"between the top of the foundation and the brick 10.No joist or stud shall be cut more than 113 it's depth for any piping wok dud or any opening 8. The Contractor and all Sub-Contractors shall carry workers compensation and ledge from final grading including landscaping. electrical work N.Y.S.DEC general liability insurance that complies with state,local codes and ordinances. 4. All items that obstruct the new construction such as nfilifies,existing structures, 10.All appliances shall have separate circuits,amperages shall be based on etc.shall be removed and/or replaced with approval from the Owner. 14.Surface water shall be directed away from the foundation at a minimum slope of 12.All gable walls taller than 8'-I•above the finished floor(ie cathedral ceilings) manufacturer's recommendations and specifications. 9. All work is to be coordinated with the Owner.The Contractor is to meet with the 5%within 10 feet of foundation.No ponding of surface water shall be allowed shall be framed with 2A6 studs @ 16"O.C.minimum. (^s t^a t o+y 7!. . •P07 Owner prior to starting construction.The Contractor will present the building 5. The Contractor shall verify the location of all existing utilities,piping and related within 10 feet of the foundation during construction or atter completion of the n`. ' Y f '� w permit and insurance certificates to the Owner prior to starting construction. items prior to the commencement of work All costs incurred shall be the Wok 1 I.At least one wall switch controlled lighting outlet shall be installed in every , r^-t F W T m ce err P> �if.;°.�t W F+i 13.Fire blocking shall be provided per section 8502.13 both vertically blocked at habitable room,bathrooms,hallways,stairways,attached garages,and detached ! ( ( Q Owner's regulations govern all aspects of outside Contractors working on the responsibility of the Contractor,unless otherwise agreed upon by tine Owner. aY Y %az g s.°- 1 Q r intervals not exceeding 8 feet and horizontally blocked at intervals not garages with electric power. � G. The Contractor shall be responsible for the protection of all existing buildings Concrete exceeding 10 feet Fire blocking shall be installed also in concealed spaces. r•`I' '• to i W J � G�� � �► 10.All materials to be furnished and incorporated into the Work shall be new, and other installations that are to remain intact while performing the specified 15.Per R402.2,all concrete to be air-entrained with minimum compressive strep 12.At least one wall-switch-controlled lighting outlet shall be installed to vide co►'Po' IR g � Pr strength 8h 8 P►n v �J unused and of quality standard to the industry of similar nature and character, work Provide and maintain fire extinguishers on pitied site during of 3000 psi at 28 days.All concrete to be air-entrained with minimum 14.Lateral stability in floors&ceilings-depth(d),width(b) illumination on the exterior side of each outdoor egress door having grade level ¢� ON U J A unless otherwise noted All materials shall be installed using the Manufacturer's construction. compressive strength of 3500 psi at 28 days for porches,steps exposed to the 14.a d/b 5 2;no lateral support shall be required. access. V t Z recommendations and best standards of construction. weather,garage floor slabs and carport slabs.Minimum footing width per 14.b. 2<dib 5 4•,the ends shall be held in position by full depth solid blocking ... C4 C 7. The stakeout of the projed footprint to establish all lines and benchmarks is to R403.1. bridging hangers,nailing or bolting to other framing members [~� 11.All materials,assemblies,and methods of construction are to be supervised by be performed by a licensed surveyor.All information given m the drawings 14.c. 4<dib 5 5 the compression edge of the member shall be held in line for Additional Z r En the Contractor to be sure they are in accordance with the drawings, shall be verified!f there are any discrepancies,notify the Architect prior to 16.Concrete shall be placed in a continuous pour,unless otherwise approved by an its entire length to prevent lateral displacement,as by adequate sheathing or ICE SHIELD&ROOF UNDERLAYMENT Certif ieation V J specifications(if applicable),and all relevant codes.Any variations from the proceeding for clarification. Engineer in writing.In no case shall adjacent concrete be placed more than 30 subflooring&ends at point of bearing shall be held in position to prevent Z drawings and specifications will not be permitted,unless by written consent minutes apart to prevent a cold joint If there is an unplanned delay,vibrate the rotation andlor lateral displacement. May Be Required. Ln from the Architect 8. New and existing back fill material and topsoil are to be free of weeds,tree roots, fresh concrete and contact the Engineer promptly for instructions on how to 1. Asphalt shingles shall be used only on roof slopes of two units vertical in 12 d' rocks and debris.All surplus material that is unsuitable for back fill material proceed 14.d 5<d1b 5 6;bridging full depth solid blocking or diagonal cross bracing units horizontal(2,12)or greater.For roof slopes from two units vertical in 12 00 12.Substitutions are not permitted unless by written consent from the Owner or the shall be removed from the site.Protea approvals must be obtained before shall a installed at intervals not exceeding 8 fed,the compression edge d the units horizontal(2,12)up to four units vertical in 12 units horizontal(4,12), Architect covering any excavated work 17.All mixing transportation,placing and curing of concrete shall comply with member shall g held inlinei p adequate sheathing at on an o r la and ends at double underlayment application is required in acro,dance with Section point of bearing shall be held in position to prevent rotation and/or lateral ACI-318,current edition.Do not place concrete less than two days prior to a displacement 8905.1.1. 13.If the Contractor requires additional details or information not found on the 9. All trees that are within eight(8)feet of the building shall be protected(see freeze unless protective measures are taken.Concrete shall be placed when drawingsor fications if applicable),then the Contractor shall est this detail sheets for more information). temperatures are at a minimum off degrees Fahrenheit 40 and rising, 14.e. 6<dib 5 7;both edges of the member shall be held in line for their entire � ( � ) � ) � ( � len &ends at pts of bearin shall be held in bon to 2. An ice barrier that consists of a least two layers of underlayment cemented information from the Architect in writing prior to the start of construction. unless protective measures are taken as specified by the concrete supplier. 8 P prevent rotation together or of a self-adhering polymer modified bitmmen sheet,shall be used in 10.A licensed land surveyor shall perform a final grade survey prior to occupancy and/or lateral displacem nt. lieu of normal underlayment and extend from the eive's edge to a point at least 14.DO NOT SCALE THE DRAWINGS.Written dimensions take precedence over in order to assure positive drainage away from the foundation(Minimum 5%). 18.In no case will the placement of concrete having a temperature in excess of 24•inside the exterior wall he of the building. Use corrosion-resistant scaled mensions.The Contractor shall notify the Architect of any discrepancies Drainage elevations and direction should be noted on the document ninety degrees Fahrenheit(90°F)be permitted WINDOWS&DOORS NOTES fasteners in accordance with manufacture's installation instructions.Fasteners on drawings prior to starting the Work If the Contractor is unsure of a specific are to be applied along the overlap not farther apart than 3G"o.c. dimension,the Contractor shall notify the Architect for clarification. 11.All Drywells on-site shall be installed per State and Local Codes. 19.In areas subject to freezing conditions,concrete shall be designed accordingly I. All windows and exterior doors shall be as manufactured by'Andersen',unless A « using air entrainment or other appropriate methods O C4 w d Z Z otherwise noted All window&door sizes specified on the plans are'Andersen' w 0 w cn ti w Q O 15.The Contractor shall verify all dimensions infield,if there are any discrepancies DEMOLITION NOTES code numbers specifiedfor 400 series Tilt Wash Double Hung Full Frame or Z ¢ F w Z to >. on the drawings,the Contractor shall no the Architect prior to starting the 20.Maximum aggregate size shall be I%*in or 113 the de of the concrete slab, 3 wax O x � W F notify P 8400 series Casement&Awning windows.See'Andersen'specthcations for rough Work I. Remove all existing constructions and finishes necessary for the completion of whichever is less. sizes. F" O x � Oo0 � wowGQF the Work as shown on the drawings.Necessary disconnects and alterations to opening I G.On site verification of dimensions and conditions to be made before ordering existing mechanical and electrical systems. Patch as required all constructions 21.Maximum water added to concrete at the'bsite,without written emission N F F < F F w Z a Jt Pe 2. All windows and doors shall be installed in accordance with manufacturers' w a V v ¢ a `� E- 0 d materials or starting work to remain in accordance with the contract drawings.Where Contractor is from the concrete supplier,is I'/s gallons r cubic and of concrete.Concrete O Z tG F PP g per Y specifications. designated to make removals,disposition of materials is the responsibility of the Z O ^" '� >• E- 17. " a tickets showing time of mix,time of delivery,yards delivered and total water O A x Z Z z 17.Before proceeding with the Work any omissions or discrepancies of the Contractor.Verify with the Owner,the disposition and removal of any added shall be collected from each driver and retained by contractor. F ZO w orb Q ¢ F O �. w Construction Documents andlor job conditions shall be clarified by the components of salvageable value. 3. All headers shall be(2)-2x 12 minimum,unless otherwise noted N x C4 z vi F pq O Architect. p W C1; A Z w O Q w 2. All removals and salvage shall become the of the Contractor,unless 22.All penetrations through concrete work shall be sleeved w �, Z w F 8 property 4. The Contractor shall seal andlor prime all doors immediately upon installation. a' A rn w Q A Q 18.No deviations or changes to the structural system shall be made unless approved noted or requested by the Owner. 23.Contact the Architect in writing prior to placement of concrete for a revised d z Z w «- � Q O � w 5. All glazing and skylights shall be in accordance with the NYS Residential `� ¢ ] by the Architect a d A x O F 3. Remove only non-load bearing construction and partitions.The Contractor to foundation design if crack control joints are desired Building Code for impazt resistance. F to w 19.The Contractor must fully guarantee all Work and the Work of his verify,prior to removal,that no structural components,i.e.bearing walls,beams, Reinforcement Sub-Contractors for a period of one(1)year after substantial completion of the headers,etc.Supporting floor,roof or ceiling joists are designated for removal. project,unless otherwise noted 24.All rebar shall be a minimum grade 60 6. All glazing in hazardous locations according to section 8308.4,shall be 4. The Contractor shall contact the Architect prior to removal of any construction insulated tempered glass. 20.The Contractor shall indemnify and hold harmless the Owner,Architect,their differing from the design intent The Contractor's non-contact of Architect prior - agents and employees from and against all claims,damages,loses and expenses. to removal of any Work indicates his complete understanding that no load 25.The minimum reinforcement concrete coverage shall be the following g glazing, Project#: 7. All windows to be double lazed with Lowe lazin U..31 maximum,& bearing or structural work is being altered under this contract and assumes all a) Concrete cast against and permanently exposed to earth,31 SHGC-.40 maximum.All exterior doors to heated spaces shall be insulated and Drawing Scale: AS NOTED 21.The Archited is responsible for design intent only,unless retained by the Owner liability. b) Concrete exposed to earth or weather, weather-stripping installed per the Energy Conservation Construction Code of Drawn for supervision of work i) No.6 through No.18 bars.2" New York State. �' HE✓�1IK 5. All structural systems shall be maintained and be adequate strength to support iiI No.5 bar,W31 or D31 wire,and smaller,I'/:" Date Printed: 9/4/2020 CONTRACTOR RESPONSIBILITIES the new design loads and to resist the deformation caused by such loads as cI Concrete not exposed to weather or in contact with ground s/4' 9. Flashing pans to be installed under all exterior docs and windows.Exterior applicable.For Minimum design load values,see table R301.5 on General Note doors are to be fully weather-stripped Provide all screens and hardware as I. The contractor shall be responsible for all construction means and methods.The sheet A I required. 25 Bottom rebar shall be supported on rebar chairs at a maximum of 6'0• scum contractor,in the proper sequence,shall provide proper shoring and bracing as pP° Spacing. necessary during construdion to achieve the final completed structure. 6. All electrical conduits,wires,and equipment adjacent to or contained within Rebar chairs for concrete slab shall be spaced each way such that the reinforcing SHEET existing partitions shall be removed back to the next panel board and shutdown, steel is located 113 the distance from the top of tie slab. 11.All windows and docs shall be caulked and sealed per the Energy Conservation 2. The Contractor shall be responsible for the scheduling of all activities,&keeping No circuits,wires or equipment shall remain open or live during construction. Construction Cade of New York State requirements. Alroject on time. 2GContinuous reinforcing shall be lapped a minimum of 30 bar diameters.Splices /•-\` shall be tied at the both ends of the splice. 12.All glass installed shall to be free of scratches&imperfections,and the 1 3. The Contractor shall coordinate construction activities with the Owner to FOUNDATION/CONCRETE NOTES manufacturer shall include of a minimum 5 year guarantee on all windows and minimize interruptions to normal Owner operations. 271A'here new foundations are added adjacent to existing foundations,deformed doors. General reinforcing steel dowels shall be provided Embedment shall be 6"minimum into 4. The Contractors shall make timely submissions to the Owner of all inquiries to the existing foundation,and secured using an epoxy anchorage adhesive FINISHES NOTES allow reasonable and adequate time for review and for approval of submissions 1. The contractor shall provide foundation plans to the geotechnical engineer for uanufactured by'Simpson Strong Tie'SET or equal.Installed per the without delaying the progress of any part of the project. review to ensure compliance with the geotechnical report.The Contractor shall :f�,; e ' manufacturer's recommendations.See plans for dowel sizes and locations. •`_''�:'• �,'�'�_'�%. 1. All interior finishes shall be as selected Owner,unless otherwise noted be familiar with the geotechnical report,if a conflict occurs between the notes by 0 '•t,y?} g 8rstringent 5. The Contractor shall be responsible for all site safety requirements to protect and the tunical en 'peer's recommendations,then the most shall ng J-bolt Grade 55 or approved � �' g•�"° r .S;��Y workers and all other people on site during all construction phases at all times. apply. 28inchor bolts shall be 518•diameter x 12'lo2. The Contractor shall obtain/provide tie Owner with samples of all finishes for _; ut (,•,;. ,� ;n cuuat minimum two J-bolts per sole plate per ASTM F-1554 with 3•washers pry colo selection and final approval of all finishes prior to installation. nuts and be ema minimum of 8into concrete.Anchor bolts lith d shall • r 6. All materials shall be installed in accordance with manufacturer's latest 2. The Contractor shall verify all dimensions,drops.slopes,and shall report °. tr specifications. discrepancies to the Architect prior to the start of construction. hall be spaced a maximum of 3G•O.C.and located 6-12"from the ends of each P late section.Anchor bolts shall not be placed in doorways.Anchor bolts shall be 3. All interior finishes shall be Class C(surface flame spread rating of 76-200) 7. No materials of any kind shall be used for constructor until it has been 3. During construction the Contractor may encounter existing conditions that were sated in accordance with the pressure treated wood manufacturer's minimum in coiformitywith generally accepted standards. Carpeting shall be `'8 inspected and accepted the Owner,unless otherwise a u All unknown during design and n from the plans The contractor shall n the xommendations. class 2 with a minimum critical radiant flux of.22-watts per square inch. "`°°• s`� '� spec! P by g� Pan• 8 � vary P °�' _. materials rejected shall be immediately removed from the site and not offered for Architect in writing prior to proceeding with the Work of all discoveries that `^ inspection again. interfere with proper execution of the Work andlor jeopardize the structural Fdngs integrity of the structure Q 2020 Architectural KAHNCEPTIONS, PLLC /r' ARCHITECTURAL KAHNCEPTIONS, PLLC 143 E.Main Street ) Smithtown,NY 11787 TABLE R301.2(1) Table 3.1 Nalllnq Schedule P:(631)780-6124 LLAkhn�Kahnceptlons.rnm CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA Joint Description •of Nails Nail Spacing wwww.Kahnceptions.rnm GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER AIR MEAN SNOW a DESIGN DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL ROOF FRAMING Speed Topographic Special wind Wind borne Frost line HAZARDS" , LOAD (mph) effects' region' debris zone" CATEGORY' Weathering' depth" Termite` TEMP* REQUIRED" INDEX TEMP Rafter to Top Plate(Toe-Nailed) 3- Sd PER RAFTER 20 140 NO I NO IMUFROM CoASr B SEVERE 3FT MOD-HEAVY 15 YES SEE FEMA 599 51 Celling Joist to Top Plate(Toe-nailed) 3- ad PER JOIST For Si: 1 pound per square foot=0.0479 kPa,1 mile per hour=0.447 m/s. Ceiling Joist to Parallel Rafter(Face-nailed) 8-16d EACH LAP a. Weathering may require a higher strength concrete or grade of masonry than necessary to satisfy the structural requirements of this code.The weathering column shall be filled in with the weathering index, Celling Joist Laps over Partitions(Face-palled) a4od EACH LAP "negligible,""moderate"or"severe"for concrete as determined from Figure R301.2(3).The grade of masonry units shall be determined from ASTM C 34,C 55,C 62,C 73,C 90,C 129,C 145,C 21 n or Collar Tle to Rafter(Face-palled) 6-10d PER TIE C 652. Blo&ng to Rafter(Toe-palled) 2- 8d EACH END b. The frost line depth may require deeper footings than indicated in Figure R403.1(1).The jurisdiction shall fill in the frost line depth column with the minimum depth of footing below finish grade. Rlm Board to Rafter(End-nailed) 2- Ibd EACH END c. The jurisdiction shall fill in this part of the table to indicate the need for protection depending on whether there has been a history of local subterranean termite damage. WALL FRAMING d. The jurisdiction shall fill in this part of the table with the wind speed from the basic wind speed map[Figure R301.2(4)A].Wind exposure category shall be determined on a site-specific basis in accordance Top Plate to Top Plate(Face-Nailed) 2- Ibd, PER FOOT with Section R301.2.1.4. e. The outdoor design dry-bulb temperature shall be selected from the columns of 97'/2-percent values for winter from Appendix D of the International Plumbing Code.Deviations from the Appendic D Top Plates at Intersections(Face-nailed) 4- Ibd JOINTS - EACH SIDE temperatures shall be permitted to reflect local climates or local weather experience as determined by the building official. Stud to Stud(Face-nailed) 2- 16d 24"O.G. f. The jurisdiction shall fill in this part of the table with the seismic design category determined from Section R301.2.2.I. Header to Header(Face-nailed) Ibd 16"OC.ALONG EDGES g. The jurisdiction shall fill in this part of the table with(a)the date of the jurisdiction's entry into the National Flood Insurance Program(date of adoption of the first code or ordinance for management of flood hazard areas),(b)the date(s)of the Flood Insurance Study and(c)the panel numbers and dates of the currently effective FIRMS and FBFMs or other flood hazard map adopted by the authority haying Top or Bottom Plate to Stud(End-nailed) 2-16d PER 2X4 STUD jurisdiction,as amended. 3- 16d PER 2X6 STUD h. In accordance with Sections R905.1.2,R905.4.3.1,R905.5.3.1,R905.6.3.1,R905.7.3.1 and R905.8.3.1,where there has been a history of local damage from the effects of ice damming,the jurisdiction siall 4- 16d PER 2X8 STUD fill in this part of the table with"YES."Otherwise,the jurisdiction shall fill in this part of the table with"NO." Bottom Plate to Floor Joist,Band,(olst, 2-16d„ PER FOOT LDATE REV DESCRIPTION i. The jurisdiction shall fill in this part of the table with the 100-year return period air freezing index(BF-days)from Figure R403.3(2)or from the 100-year(99 percent)value on the National Climatic Data End,jolet,or Blocking(Face-palled) Center data table"Air Freezing Index-USA Method(Base 327)." FLOOR FRAMING j. The jurisdiction shall fill in this part of the table with the mean annual temperature from the National Climatic Data Center data table"Air Freezing Index-USA Method(Base 32°F)." k. In accordance with Section R301.2.1.5,where there is local historical data documenting structural damage to buildings due to topographic wind speed-up effects,the jurisdiction shall fill in this part ofthe Joist to Sill,Top Plate or Girder(Toe-Nailed) 4- 8d PER JOIST table with"YES."Otherwise,the jurisdiction shall indicate"NO"in this part of the table. Bridging to Joist(Toe-Nailed) 2- Sd EACH END 1. In accordance with Figure R301.2(4)A,where there is local historical data documenting unusual wind conditions,the jurisdiction shall fill in this part of the table with"YES"and identify any specific Blocking to Joist(Toe-Nailed) 2- 8d EACH END requirements.Otherwise,the jurisdiction shall indicate"NO"in this part of the table. Blodking to Sill or Top Plate(Toe-palled) 3- Ibd EACH BLOCK in. In accordance with Section R301.2.1.2.1,the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. Ledger Strip to Beam(Face-Nailed) 3- Ibd EACH JOIST Joist on Ledger to Beam(Toe-nailed) 3- 8d PER JOIST Band Joist to Joist(End-nailed) 3- Ibd PER JOIST Band Joist to Sill or Top Plate(Toe-nailed) 2- I6dr PER FOOT ROOF SHEATHING x Wood Structural Panels ed (See Table 310) U Diagonal Board Sheathing Q W Px6"or I"x8" ad SUPPORT TABLE R301.7 " " 3: PEER V► U W r--I ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS°•` 1 x10 N under z z STRUCTURAL MEMBER ALLOWABLE CEILING SHEATHING ,..., DEFLECTION Gyp 5d Coolers 1"Edge/10"Field Lon sum Wallboard Rafters having slopes greater than 3:12 with L/180 WALL SHEATHING C) finished ceiling not attached to rafters TABLE R301.5 Interior walls and partitions H/180 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADSZ F...� Wood Structural Panels Sd (See Table 3.11) Floors L/360 USE LIVE LOAD IIlga.gale 3" Edge/6"Field (in pounds per square foot) Structural Fiberboard Panels 1/2" Ceilings with brittle finishes(including plaster L/360 25/32" Ilga.galy 3"Edge/b"Field and stucco) Uninhabitable attics without storage 10 Ceilings with flexible finishes(includingsumstorage'-" 11, g gYp L/240 Uninhabitable attics with limited 20 Gypsum Wallboard (I/1"MIN) 5d Coolers 1"Edge/Ira"Field d' board) Hardboard 8d (See Table 3.I1) o0 All other structural members L/240 Habitable attics and attics served with fixed stairs 30 Particleboard Panels ad (See manufacturer) Exterior walls—wind loads"with plaster or NOTE:FOR TYPICAL DEAD Balconies(exterior)and decks` 40 Diagonal Board Sheathing stucco finish H/360 LOADS FOR WOOD FRAME 1"xb"or Vx8" 2- 8d PER SUPPORT Exterior walls—wind loads'with other brittle CONSTRUCTION ASSUME Fire escapes 40 I'WO"or Wider 3- ad PER SUPPORT H/240 finishes 10 LBS/SQ.FT., Guards and handrails' 200h FLOOR 614EATHNG Exterior walls—wind loads'with flexible finishes H/120 UNLESS OTHERWISE NOTED Guard in-fill components' 5(P Structural Panels Lintels supporting masonry veneer walls` L/600 Passenger vehicle garages' 50' 1"or Less 8d 6" Edge/12"Field Greater than P 10d 6"Edge/6"Field Note:L=span length,H=span height. Rooms other than sleeping rooms 40 Diagonal Board Sheathing ' a. For the purpose of the determining deflection limits herein,the wind load " �� " „ shall be permitted to be taken as 0.7 times the component and claddingSleeping rooms 30 I xb or 1x8 2- 8d PER SUPPORT 1'O a PAID"or Wider 3- 8d PER SUPPORT A (ASD)loads obtained from Table R301.2(2). Stairs 40` i u0 W N V) Z b For cantilever members, L shall be taken as twice the length of the Nailing requirements are based on tuall sheathing nailed 6" w Q on-center at the panel Z Q H w Z O 2 r4 cantilever. For Si: 1 pound per square foot=0.0479 kPa,1 square inch=645 mm2, edge.If wall sheathing is nailed 3"on-center at the panel edge to obtain higher shear V C) Q F H x A � c. For aluminum structural members or panels used in roofs or walls of 1 pound=4.45 N. capacities,nailing requirements for structural members shall be doubled,or alternate z p Z sunroom additions or patio covers, not supporting edge of glass or a. Elevated ara a floors shall be ca able of su ortin a 2,000- ound load connectors,such as shear lates,shall be used to maintain the load ath. w E"garage P supporting P = p p xN wwwza sandwich panels, the total load deflection shall not exceed L/60. For applied over a 20-square-inch area. ahem Wall sheathing is continuous over Connected members,the tabulated H Gy U v > F E- W z Q continuous aluminum structural members supporting edge of glass,the b. Uninhabitable attics without storage are those where the clear height number of nails shall be permitted to be reduced to I- 16d nail per foot. w total load deflection shall not exceed L/175 for each glass lite or L/60 forbetween joists and rafters is not more than 42 inches,or where there are Z � a F" ��, x¢ L V the entire length of the member, whichever is more stringent. For not two or more adjacent trusses with web configurations capable of p A x Z Z FZ x coir sandwich panels used in roofs or walls of sunroom additions or patio accommodating an assumed rectangle 42 inches in height by 24 inches in E Zp w C44 `� ¢ H �^ k• covers,the total load deflection shall not exceed L/120. width,or greater,within the plane of the trusses.This live load need not I a F ¢ z 0 p w d.Deflection for exterior malts with interior gypsum board finish shall be be assumed to act concurrently with any other live load requirements. 8 wW W 2 Z w Z W H limited to an allowable deflection ofH/180. c. Individual stair treads shall be designed for the uniformly distributed live Z Ew, e. Refer to Section R703.8.2. load or a 300-pound concentrated load acting over an area of 4 square Q Z Z w .. Z O w inches,whichever produces the greater stresses. d.A single concentrated load applied in any direction at any point along the TABLE 3.10 ROOF SHEATHING E'" a Ow E tap. ATTACHMENT REQUIREMENTS FOR WIND LOADS e. See Section R507.1 for decks attached to exterior walls. f. Guard in-fill components(all those except the handrail), balusters and panel fillers shall be designed to withstand a horizontally applied normal 130&140 MPH load of 50 pounds on an area equal to 1 square foot.This load need not be 700-YR WINDSPEED 3-SECON'DGUST(MPH) --'—' assumed to act concurrently with any other live load requirement. 9MCURALSHEATHING Project A .... g.Uninhabitable attics with limited storage are those where the clear height E F Drawing Scale: AS NOTED between joists and rafters is not greater than 42 inches,or where there are two or more adjacent trusses with web configurations capable of SHEATHING RAFFERMSS FRAMING RAFfDMUSS Maximum Nail Spacing for Drawn By: HH/AJK accommodating an assumed rectangle 42 inches in height by 24 inches in LOCATION' SPECIFIC GRAVITY,G SPACING in 8d Common Nails in,O.C. 2 width,or greater,within the plane of the trusses. ( � ( Date Printed: 9/4/2020 The live load need only be applied to those portions of the joists or truss INTERIOR ZONE .42-49 12-24 6 12 bottom chords where all of the following conditions are met: I.The attic area is accessible from an opening not less than 20 inches in PERIMETER .49 16 6 12 width by 30 inches in length that is located where the clear height in EDGE ZONE 42 16 6 6 — _ the attic is not less than 30 inches. SHEET: 2.The slopes of the joists or truss bottom chords are not greater than 2 GABLEENDWALLRAKE ORRAKE TRUSS inches vertical to 12 units horizontal. N07i IT TO IFT OVERHANG n 3.Required insulation depth is less than the joist or truss bottom chord BOARD SHEATHING AL member depth. The remaining portions of the joists or truss bottom chords shall be RAFTER/TRUSS Minimum number of designed for a uniformly distributed concurrent live load of not less than SHEATHING SIZE SPACING(in) 8d Common Nails per support 10 pounds per square foot. h. Glazing used in handrail assemblies and guards shall be designed with a 1x60R Ix8SHEATHING 12-19.2 2 safety factor of 4. The safety factor shall be applied to each of the IxI00RLARGER SHEATHING 12-19.2 3 concentrated loads applied to the top of the rail,and to the load on the in- E-Nail spacing at panel edges(in.) fill components. These loads shall be determined independent of one v"""""s...„ 'roller,and loads are assumed not to occur with any other live load. F-Nail spacing at intermediate supports in the panel field(in.) .M,C-,i p F ''(, '' " FR t. ' . I For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak the 4 foot perimeter t^ ✓p' edge zone attachment requirements shall be used r ,"•t, g� `r 2 For wind speeds greater than 130 mph,blocking is required which transfers shear load to two additional joists(3 joists total) Q 2020 Architectural KAHNCEPTIONS, PLLC rECTURAL 7I N PLL Main Street n,AT 11787 P:(631) 780-6124 info@Kahnceptions.com www.Kahnceptions.com _ LINE OF DECK ABOVE ° ° ° ° ° ° ° 2-2x10 FLUSH GIRDER U ° ° +I a x ° DATE REV DESCRIPCION y ° ° I' W @) CA I• N •I � ° - - - - - 2-2x10 FLUSH GIRDER Of ° ° - - - - - - - - - - - - - - tITT 19 O ° W ^m 'SIMPSON CONNECTOR ° i @ EACH GIRDER('ITP) ¢ G TTI9 N I o h'i1 ►-a Z 2-2x 10 FLUSH ° 6 Q ►�� GIRDER SIMPSON LTT19 U w ° (nT 4 LOCATIONS) WITHIN 24'OF EA.END I " u LnQom' OF DECK LEDGER °I I h r w 00 00 d ° LTTI9 N ° 2x10 LEDGER W/SDW 2-2x10 FLUSH ° ° SCREWS 1/4'DIA.@ 8^O.C. GIRDER 4x4 P.T.POST ON ° STAGGERED I I p i 10"DIA.CONC.FOOTING DECK 13° MIN N-0"BELOW GRADE PP) ° 4X4 P.T.POST(TYP) 3U " (DECKING AS SELECTED BY OWNER) 36"HIGH RAILING PER CODE o O Q W zz N z Z O ° w �„ w EXIST I EXIST HOUSE n 4"MAX SPACE BETWEEN BALUSTERS H Z O H O En x A � a I o NEW WOOD STEPS AS REQ'D w O E z � w E--' w FOUPLSETT'ION LTT19 `� o MAX 8 1/4^RISER HGT H w v v H F w ° MIN 12"TREAD DEPTH O z a H �� x ¢ y v 2-2x 10 FLUSH 2"STEP DN ° U. a w w Q w a , I — — — GIRDER • — J o 36^HIGH RAILING PER CODE O Z w v � ¢ O Z x � Z E- M 0 � - - - D > aA � W � ¢ z � Q 1 I ¢ zzwE-A w azo F„ do `ad � QpF" I I I I Project#: Drawing 1 aw g Sca e. AS NOTFD I I Drawn By: AfK Date Printed: 9/4/2020 "SHEET.• � A3 1 FOUNDATION PLAN 2 FIRST FLOOR PLAN A3 SCALE: 1/4"= 1'-0" p,3 SCALE: 1/4"= 1'-0" n' a: ri © 2019 Architecturcl KAHNCEPTIONS, PLLC ARCHITECTURAL KAHNCEPTIONS, PLLC 143 E.Main Street Smithtown,NY 11787 P.(631)780-6124 AkahnCmKahnceptions com http://wwww.Kahncepdo? com EXISTING HOUSE TO REMAIN EXISTING HOUSE 36'HIGH RAILING PER CODE O LESS THAN 4'MAX SPACE BETWEEN 36'HIGH RAILING PER CODE REMAIN BALUSTERS.NOT TO ALLOW THE LESS THAN 4'MAX SPACE BETWEEN PASSAGE OF A 4'DIA.SPHERE BALUSTERS.NOT TO ALLOW THE 4x4 POSTS(TYP) PASSAGE OF A 4'DIA.SPHERE 4x4 POSTS(I'YP) NEW WOOD STEPS AS READ MAX 8114'RISER HGT MIN 12'TREADDEPTH DATE REV DESCRIPTION 36"HIGH RAILING PER CODE4x4 P.T.POSTS ON FIN GRADE LM Ila, 12'DIA.CONC.FOOTINGS MIN 3'-0'BELOW GRADE I L_J u U u u u /,NEW WOOD STEPS AS REQD MAX 8114'RISER HGT MIN 12"TREAD DEPTH 36•HIGH RAILING PER CODE U Q) M Ln W z Q � o 1 FRONT ELEVATION 2 RIGHT ELEVATION H A4 SCALE: 1/4"= V-0" A4 SCALE: 1/4"= 1'4" , vQ�' opo W x o � wtwi, "' W ¢ o � zwaxO � � � F � U � QF" Fs' xAA � 36"HIGH RAWNG PER CODE t¢i� E" O w W pwG Q F LESS THAN 4'MAX SPACE BETWEEN H w v v F F cz5 BALUSTERS.MOTTO ALLOW THEz p wa, < Q cn v PASSAGE OFA 4'DIA.SPHERE z A A x > Z EXIST 2 6 lcjz ¢ 1 EC-12 :x- 4x4 P.T.POST HOUR 1 V1'MAX .e..i ix E'" Q Z � X FO A W DECK CONST FROM FIN FL O w CC w 2 w z W F awEnw � " Q DECK LEDGER > >. A z dzzw ^ � a ¢ � 2x1 BQa�2"O C JOIST HANGER tn ¢ a Q A O F F to w 36'HIGH RAILING PER CODE LESS THAN 4'&M SPACE BETWEEN EXISTING HOUSE 11 Ail BALUSTERS.NOT TO ALLOW THE TO REMAIN LTM,TTP OF 4 PASSAGE OF A 4"DIA.SPHERE LOCATIONS 4x4 P.T.POSTS ON S AIPSON'CONNECTOR WTNM 24'OF EA END --'--'-- Project#: 12"DIA CONC.FOOTINGS I § MST MIN -0"BELOW GRADE FOUND ICON wi �f m 3' Drawing Scale: AS NOTED Drawn By: WANK 4x4 POSTS(T1'P) u Date Printed: 9/4/2020/00 PORCH JOIST HANGERPC44 OR SHEET 7-7 PC64 4x4 P.T.POSTS ON I § ( I PORCH A4 14,41QDW,4RE AE1144 12"DIA.CONC.FOOTINGS (VERIFY) MIN T-0'BELOW GRADE U u C*Nc.FTG PORCH HARDWARE STRAPPING 3 REAR ELEVATION 4 SECTION @ DECK s CONNECTORS (TYP) A4 SCALE: 1/4"= V-0" p,4 SCALE: 1/4"= 1'-0" A4 SCALE: 1/2"= V-0" Q 2020 Architectural KAHNCEPTIONS, PLLC GENERAL NOTES 8. All Work shall be executed using best construction practices and all workers 29.All footings shill bear on virgin soil having a minimum bearing capacity of(2) ELECTRICAL NOTES shall be skilled in their trade. 4. Underground utility services that run parallel to the foundation shall not be ton per squarefoot. 1. No Work shall start until approved Construction Documents are obtained from located closer than S feet from the foundation. 1. All electrical work shall be in accordance with the National Electrical Code,NYS FFAARMTECTURAL the Building Ikpartment. 9. Items shown c plans but not specifically stated in the specifications and/or vice 30.Footings to extend a minimum 3'-0"below grade,unless otherwise noted Fire Underwriters Code,Residential Code of`ew York State.all state and local EPTIONS, PLLCversa shall be considered to be included in the contract(if applicable) 5. A moisture retarder,such as two layers of 1S#felt or one Heyer of 30#felt,and codes,and utility company codes and regulations.2. Prior to any Work being performed,the Contractor shall be responsible to read hot-mopped or approved equivalent foundation membrane shall be applied to E.Main Street over all notes,drawings,and specifications(if applicable).if the Contractor sees 10.The Contractor shall be responsible for Shop Drawings when applicable.All exterior wall surfaces below grade to be continuous from top of foundation and 31.roofings and foundations to be poured concrete of size noted on Plans. Smithtown,NY 11787 any discrepancies,he shall notify the Architect for clarifications conditions and dimensions are to be field verified by the Contractor. extend to lap edge of footing.Seal tie holes,voids and hoeeycombed areas with 2. Furnish Fire Underwriters Certificate upon completion of work P.(631)780.6124 sealant before damp proofing. FRAMING/CARPE ITRYNOTFS Akahn@Kahnceptions.com 3. The Contractor shall file all necessary permits,and appropriate applications 11.The Contractor shall be responsible for removal of all construction debris from 3. The Contractor must verify with his licensed electrician if an upgrade of http//www�v Kahneeptions.com prior to the start of any Work and obtain the Certificate of Occupancy at the project site and shall provide dumpsters etc.as required.The project site shall be G. A minimum 6-mil thick polyethylene vapor retarder sheeting shall be placed I. All carpentry wood Work shall be done in compliance with the Wood Frame electrical service is required for this project,and notify the Owner. completion of the project for the Owner.The Contractor shall pay for permits, kept reasonably orderly on a daily basis.At the completion of the Work the directly below the concrete;lap joints a minimum of 6'and seal with duct tape Construction Manual 2015. certificate of occupancy,and any necessary field tests as required to meet design Contractor shall remove all waste materials,tools,rubbish,etc.,from the site and or other tape approved for such use by its manufacttTer.Vapor retarder shall 6. Prior to installing gypsum work the Contractor shall coordinate with the Owner criteria of all materials,unless otherwise agreed upon by the Owner. leave the floors broom clean.The final cleanup shall be to the satisfaction of the extend to the perimeter formwork 2. All lumber shall be Doug-Fir#2(fb-875 psi)grade stamped minimum. to determine the location of any items such as thermostats,telephones,cable, Owner. intercoms,alarms,etc. 4. All Work completed shall be in accordance with the following codes: 7. Concrete slabs shall rest on minimum 6"fine gravel or sand with a 6 mil 2020 Residential Cade of New York State polyethylene vapor barrier under occupied space 3. All lumber shall be 8"above grade minimum. 7. The res,switchoutlets,etc. shall verify with the owner,location and quantity of lighting 2015 International Energy Conservation code(20 15 IECC) SITE NOTES 2017 Supplement to the New York State Energy Conservation Construction 8. Flash all joints where slab abuts framing. 4. Any lumber in contact with concrete or masonry,or the exterior environment fixtures,switch 2018 Wand Frame Construction Manual(WFCM 2018) 1. The Contractor shall visit the site to verify existing conditions.The Contractor shall be ACQ,pressure treated lumber. NEPA Standard 70,The National Electrical Code shall inspect the site and make all appropriate inquires to determine conditions Fill 8. All switches are to be installed 36"above the finished floor,unless otherwise and field construction criteria prim to submission of bids,and shall make no - noted 5. In addition to the above codes,all work shall be code compliant to the latest additional claims regarding site conditions thereafter.The Contractor's and 9. No backfill shall be placed against foundaNrn shall be 2x6G,unless waH until first floor framing is in 6. Sills to be ,uless otherwise noted es treated and securely flashed with termite shield The sill plate editions of the NYS uniform fire prevention,all applicable building codes,the Owner's agreement to enter into the work shall suffice as their acceptance to the place. 9. Power outlets shall be provided in the following locations zoning codes of the local Town and all other federal,state and local agency terms speed herein,and shall be incorporated into any and all agreements a. In every habitable room regulations having jurisdiction over this project If there are any discrepancies between the Owner and the Contractor. 10.All existing fill shall be replaced in accordance with the geotechnical report The 7. All metal connx;tors shall be"Simpson Strong-tie". No substitutions allowed i. Every wall,in every room,shall have at least(1)one power outlet between agency requirements,the Contractor shall follow the strictest geotechnical engineer shall approve anyfill consisting of onsite soils. Metal connectors shall be at all appropriate locations including,but not limited requirements. 2. Any existing concealed conditions are based upon information taken from to:Roof to wall,wall to wall,wall to foundation,and all other locations as ii. All outlets to be spaced @ 12ft o c,max,starting at Eft from any opening. limited field investigations.The Contractor shall make required adjustments to 11.Any structural fill shall be in accordance with the geotechnical report.Field r'equir'ed by code.If a connection is not specified,the Contractor shall notify the b. In kitchens above countertops 6. All work shall comply with the standards of the National Board of Fire system components as required by actual field conditions at no additional cost to density tests are required for the sub-grade below the fill and each lift including, Architect prior to ordering. i. All outlets to be GFCL Spaced C 4ft o.c.maximum DATE REV DESCRIPTION Underwriters(ivBFU),the American Gas Association(AGA),American Safety of Owner or Architect Report any discrepancies between the drawings and actual but not limited to,flatwork areas such as driveways and patios. ii. Provide(1)one GFCI outlet within 2'-0'of any sink range,&refrigerator Heating&Air Conditioning Engineers(ASHAE),Occupational Safety and Health field conditions to the Architect before construction begins. 8. Framing arourd all openings,&all joists under parallel partitions above shall be iii. Provide(1)one GFCI outlet on an island Administration(OSHA),applicable state&building codes and the requirements 12.Fill required adjacent to the footprint of the foundation or any flatwork shall be doubled e. In Bathrooms of all public utility companies serving the project site. 3. The Owner shall be responsible for any irregularities discovered during the compacted to the same specifications required within the footprint of the construction phase of the project,which may require additional measures to be foundation and for a horizontal distance of 3 feet for every foot that the finished i. Provide(I)one GFCI outlet in every bathroom,unless otherwise noted. 9. All beams,girders,etc to have minimum bearing of 3.5". d In Garages 7. The Contractor and allS ub-Contractors shall be licensed by the state in which taken on the part of the Contractor,sub-Contractors,or the Architect Any and floor concrete elevation is above existing grade the project is fixated and approved in advance by the Owner, all costs related to the additional work shall be the sole responsibility of the i. All outlets to be GFCI,Spaced Ca 12ft O.C.maximum,starting at 6ft from Owner,unless otherwise agreed upon. 13.There shall be a minimum of 6"between the top of the foundation and the brick 10.No joist or stud shall be cut more than 113 it's depth for any piping work duct or any opening 8. The Contractor and all Sub-Contractors shall carry workers compensation and ledge from final grading,including landscaping. electrical work general liability insurance that complies with state,local codes and ordinances. 4. All items that obstruct the new construction such as utilities,existing structures, 10.All appliances shall have separate circuits,amperages shall be based on etc.shall be removed andlor replaced with approval from the Owner. 14.Surface water shall be directed away from the foundation at a minimum slope of 12.All gable walls taller than 8'-1"above the finished floor(ie cathedral ceilings) manufacturer's recommendations and specifications. 9. All work is to be coordinated with the Owner.The Contractor is to meet with the 5%within 10 feet of foundation.No ponding of surface water shall be allowed shall be framed with 2x6 studsa�16.0.C.minimum. Owner prior to starting construction.The Contractor will present the building 5. The Contractor shall verify the location of all existing utilities,piping and related within 10 feet of the foundation during construction or after completion of the O permit and insurance certificates to the Owner prior to starting construction. items prior to the commencement of work All costs incurred shall be the Work 11.At least one wall-switch-controlled lighting outlet shall be installed in every Q T 13.Fire blocking shall be provided per section R502.13 both vertically blocked at habitable room,bathrooms hallways,stairways,attached garages,and detached Z F+i Owner's regulations govern all aspects of outside Contractors working on the responsibility of the Contractor,uiless otherwise agreed upon by the Owner. r IP-4 proper Concrete intervals not exceeding 8 feet and horizontally blocked at intervals not garages with electric power. 6. The Contractor shall be responsible for the protection of all existing buildings exceeding 10 feet.Fire blocking shall be installed also in concealed spaces. 10.All materials to be furnished and incorporated into the Work shall be new, and other installations that are to remain intact while performing the specified 15.Per R402.2,all concrete to be air-entrained with minimum compressive strength 12.At least one wall-switch-controlled lighting outlet shall be installed to provide Z W unused and of quality standard to the industry of similar nature and character. work Provide and maintain fire extinguishers on project site during of 3000 psi at 28 days.All concrete to be air-entrained with minimum 14.Lateral stability in floors&ceilings-depth(d),width(b) illumination on the exterior side of each outdoor egress door having grade level 0-4 w a z unless otherwise noted All materials shall be installed using the Manufacturer's construction. compressive strength of 3500 psi at 28 days for porches,steps exposed to the 14.a ddb 5 2;no lateral support shall be required access. O recommendations and best standards of construction. weather,garage floor slabs and carport slabs.Minimum footing width per 14b. 2<ddb 5 4;the ends shall be held in position by full depth solid blocking. C.7 7. The stakeout of the project footprint to establish all lines and benchmarks is to R403.1. bridging,hangers,nailing,or bolting to other framing members 11.All materials,assemblies,and methods of construction are to be supervised by be performed by a licensed surveyor.All information given on the drawings 14.c. 4<ddb 15 the compression edge of the member shall be held in line for the Contractor to be sure they are in accordance with the drawings, shall be verified If there are any discrepancies,notify the Architect prior to 16.Concrete shall be placed in a continuous pour,unless otherwise approved by an its entire length to prevent lateral displacement,as by adequate sheathing or ICE SHIELD&ROOF UNDERLAYMM"T specifications(if applicable),and all relevant codes.Any variations from the proceeding for clarification. Engineer in writing.In no case shall adjacent concrete be placed more than 30 subflooring,&ends at point of bearing shall be held in position to prevent [-- drawings and specifications will not be permitted,unless by written consent minutes apart to prevent a cold joint If there is an unplanned delay,vibrate the rotation and/or lateral displacement. from the Architect 8. New and existing back fill material and topsoil are to be free of weeds,tree roots, fresh concrete and contact the Engineer promptly for instructions on how to 1. Asphalt shingles shall be used only on roof slopes of two units vertical in 12 Z d' .d , a0 rocks and debris.All surplus material that is unsuitable for back fill material proceed 14 5<ddb S 6;bridgingfull depth solid blocking or diagonal cross bracing units horizontal(2,12)or greater.For roof slopes from two units vertical in 12 r� shall be installed at intervals not exceeding 8 feet,the compression edge of the units horizontal 2,12 u to four units vertical in 12 units horizontal 412 12.Substitutions are not permitted unless by written consent from the Owner or the shall be removed from the site.Proper approvals must be obtained before ( ) P ( � )• Architect. covering any excavated work 17.All mixing transportation,placing,and curing of concrete shall comply with member shall be held in line as by adequate sheathing or subflooring,and ends at double underlayment application is required in accordance with Section ACI-318,current edition.Do not place concrete less than two days prior to a point of bearing shall be held in position to prevent rotation and/or lateral R905.1.1. displacement. 13.If the Contractor requires additional details or information not found on the 9. All trees that are within eight(8)feet of the bitilding shall be protected(see freeze unless protective measures are taken.Concrete shall be placed when drawings or specifications(if applicable),then the Contractor shall request this detail sheets for more information). temperatures are at a minimum of forty degrees Fahrenheit(40"F)and rising, 14.e. 6<d/b 5 7,both edges of the member shall be held in line for their entire 2 An ice barrier that consists of a least two layers of underlayment cemented information from the Architect in writingor to the start of construction. unless protective measures are taken as the concrete supplier. length&ends at points of bearing shall be held in position to prevent rotation � �fieri� � and/or lateral displacement together or of aself-adhering polymer modified bitumen sheet,shall be used in I a A licensed land surveyor shall perform a final grade survey prior to occupancy lieu of normal underlayment and extend from the eave's eege to a point at least 14.DO NOT SCALE THE DRAWINGS.Written dimensions take precedence over in order to assure positive drainage away from the foundation(Minimum 5%). 18.In no case will the placement of concrete having a temperature lin excess of 24"inside the exterior wall he of the building.Use corroscn-resistant scaled dimensions.The Contractor shall notify the Architect of any discrepancies Drainage elevations and direction should be noted on the document ninety degrees Fahrenheit(90°F)be permitted. WINDOWS&DOORS NOTES fasteners in accordance with manufacture's installation instructions.Fasteners on drawings prior to starting the Work If the Contractor is unsure of a specific are to be applied along the overlap not farther apart than 36'o.c. dimension,the Contractor shall notify the Architect for clarification. 11.All Diywells on-site shall be installed per State and Local Coles. 19.In areas subject to freezing conditions,concrete shall be designed accordingly 1. All windows aid exterior doors shall be as manufactured by'Andersen',unless a Q q using air entrainment or other appropriate methodsO otherwise notd All window&door sizes specified on the plans are'Andersen' w w cWn w Q p En X 15.The Contractor shall verify all dimensions in field,if there are any discrepancies DEMOLITION NOTES code numbersspecified for 400 series Tilt Wash Double Hung Full Frame or Z w a Z O ria P on the drawings,the Contractor shall notify the Architect prior to starting the 20.Maximum aggregate size shall be I%In or 113 the depth of the concrete slab, 400 series Casement&Awning windows.See'Andersen'specifications for rough V O Q H F x q O Work 1. Remove all existing constructions and finishes necessary for the completion of whichever is less. opening sizes W Q ZH Z W E W the Work as shown on the drawings.Necessary disconnects and alterations to F rA H F � F F w Z a 16.On site verification of dimensions and conditions to be made before ordering existing mechanical and electrical systems.Patch as required all constructions w U v d 21.Maximum water added to concrete at the jobsite,without written permission 2. All windows and doors shall be installed in accordance with manufacturers' w .4 w W ¢ W a materials or starting work to remain in accordance with the contract drawings.Where Contractor is O Z x H from the concrete supplier,is 1/z gallons per cubic yard of concrete.Concrete specifications. Z q .. •- �. = designated to make removals,disposition of materials is the responsibility of the tickets showing time of mix time of delivery,yards delivered and total water O q x Z Z Z x cn 17.Before proceeding with the Work any omissions or discrepancies of the Contractor.Verify with the Owner,the disposition and removal of any added be collected from each driver and retained contractor. H O w a ¢ ¢ � Construction Documents andlor job conditions shall be clarified by the components of salvageable value. 3. All headers shall be(2)-2x 12 minimum,unless otherwise noted Fac ¢ Z Cn X F Co O Architect. p W j W Z w Z W H 2. All removals and salvage shall become the property of the Contractor,unless 22.All penetrations through concrete work shall be sleeved 4. The Contractor shall seal and/or prime all doors immediately upon installation. > p z FW Q C] A 18.No deviations or changes to the structural system shall be made unless approved meted or requested by the Dimer. `'t Z Z w "" J Z CO w by the Architect 23.Contact the Architect in writing prior to placement of concrete for a revised 5. All glazing and skylights shall be in accordance with the NYS ResidentialEx- 3. Remove only non-load bearing construction and partitions.The Contractor to foundation design if crack control joints are desired Building Code for impact resistance. ti 19.The Contractor must fully guarantee all Work and the Work of his verify,prior to removal,that no structural components,i.e.bearing walls,beams, Reinforcement Sub-Contractors for a period of one(1)year after substantial completion of the headers,etc.Supporting floor,roof or ceiling joists are designated for removal. project,unless otherwise noted 24.All rebar shall be a minimus grade 60 6. All glazing in hazardous locations according to section R308.4,shall be 4. The Contractor shall contact the Architect tempered prior to removal of any construction � d g!ass. 20.The Contractor shall indemnify and hold harmless the Owner.Architect their differing from the design intent The Contractor's non-contact of Architect prior Project A agents and employees from and against all claims,damages,loses and expenses. to removal of any Work indicates his complete understanding that no load 25.The minimum reinforcement concrete coverage shall be the following: 7. All windows to be double glazed with i ow-e glazing,U-.31 maximum.& bearing or structural work is being altered under this antral and assumes all a) Concrete cast against and permanently exposed to earth,3" SHGC-.40 maximum.All exterior doors to heated spaces shallbe insulated and Drawing Scale: AS NOTED 21.The Architect is responsible for design intent only,unless retained by the Owner liability. b) Concrete exposed to earth or weather: weather-stripping installed per the Energy Conservation Construction Cade of Drawn By: HEIAJK for supervision of work i) No.6 through No.18 bars,2" 'New York State. 5. All structural systems shall be maintained and be adequate strength to support if) No.5 bar,W31 or D31 wire,and smaller,l'/z° Date Printed: 9/25/2020 CONTRACTOR RESPONSBTiiTIFS the new design loads and to resist the deformation caused by such loads as _ applicable.For Minimum design load values,see table R301.5 on General Note c) Concrete not exposed to weather or in contact with ground'/+' 9. Flashing pans to be installed under all exterior doors and windows.Exterior doors are to be fully weather-stripped Provide all screens and hardware as 1. The contractor shall be responsible for all construction means and methods.The sheet A I required contractor,in the proper sequence,shall provide proper shoring and bracing as 25.Bottom rebar shall be supported on rebar chairs at a maximum of G-0"spacing necessary doing construction to achieve the final completed structure. 6. All electrical conduits,wires,and equipment adjacent to or contained within Rebar chairs for concrete slab shall be spaced each way such that the reinforcingr I r", .; � �C7 SHEEN:' existing partitions shall be removed back to the next panel board and shutdown. steel is located 113 the distance from the top of the slab. 11.All windows and doors shall be caulked and sealed per the Energy Conservation e_ c.1(( C 2. The Contractor shall be responsible for the scheduling of all acfivities,&keeping No circuits,wires ore equipment shall remain open or five during construction. Construction Code of New York State requirements. 3 the project on time. 26.Continuous reinforcing shall be lapped a minimum of 30 bar diameters.Splices LD Al shall be tied at the both ends of the splice. 12.All glass installed shall to be free of scratches&imperfections,and the SEP 2 9 2020 3. The Contractor shall coordinate construction activities with the Owner to FOUNDATTONICONCREfENOIES manufacturer shall include of a minimum 5 year guarantee on all windows and minimize interruptions to normal Owner operations. 27.Where new foundations are added adjacent to existing foundations,deformed doors General reinforcing steel dowels shall be provided Embedment shall be 6"mfnimum into T,, n,r rr 4. The Contractors shall make timely submissions to the Owner of all inquiries to 1^t J s�,a s��'�• allow reasonable and adequate time for review and for approval of submissions 1. The contractor shall provide foundation plans to the geotechnical engineer for the existing foundation,and secured using an epoxy anchorage adhesive FINISHES NOTES r• - e, �, �_ f without delaying the of an art of the ect review to ensure compliance with the technical manufactured by Simpson Strong Tie'SFT or equal.Installed per the �g progress any Proj P geotechnical report.The Contractor shall ,�+�°"`�,,,•"°„•, manufacturer's recommendations.See plans for dowel sizes and locations. 1. All interior finishes shallbe as selected by Owner,unless otherwise noted '''� be familiar with the geotechnical report,if a conflict occurs between the notes 5. The Contractor shall be responsible for all site safety requirements to protect and the geotecluiical engineer's recommendations,then the most stringent shall in .,C' X 28.Anchor bolts shall be 518"diameter x 12"bon bolt Grade 55 or approved f�-r' workers and all other people on site during all construction phases at all times. apply. gJ' � 2. The Contractor shall obtainlprovide the Owner with samples of all finishes for ,v �A �in F,o•• � :, equal,minimum two j-bolts per sole plate per ASTM 17-1554 with 3'washers proper color selection and final approval of all finishes prior to installation. 6. All materials shall be installed in accordance with manufacturer's latest 2. The Contractor shall verify all dimensions,drops,slopes,and shall report with nuts and shall be embedded a minimum of 8"into concrete.Anchor bolts c °^ C) specifications. discrepancies to the Architect prior to the start of construction shall be spaced a maximum of 36"O.C.and located 6-12°from the ends of each 3. All (interior finishes shall be Class C surface flame spread rating of 76-200) l plate section.Anchor bolts shall not be placed in doorways.Anchor bolts shall be : minimum in conformity with generally accepted standards.Carpeting shall be41 7. No materials of any kind shall be used for construction until it has been 3. lhuring construction the Contractor may encounter existing conditions that were coated in accordance with the pressure treated wood manufacturer's ;` class 2 with a minimum critical radiant flux of.22-watts per square inch. r ;?f inspected and accepted b y the Owner,unless otherwise agreed upon.All unknown during design and vary from the plans.The contractor shall notify the recommendations. r C) materials rejected shall be immediately removed from the site and not offered for Architect in writing prior to proceeding with the Work of all discoveries that inspection again. interfere with proper execution of the Work and/or jeopardize the structural Footings integrity of the structure c 2020 Architectural KAHNCEPTIONS, PLIC Table 3.1 Nallhiq ScheduleARCHITECTURAL Joint Description •of Nanspaing KAHNC Nails Nall cEPTIONS, PLLC ]43 E.Main Street ROOF FRAMING Smithtown,NY]]787 Rafter to T Plate(toe-Nailed) 3- Sd PER RAFTER P:(631)780-6124 TABLE R301.2(1 Akahn@Kahnceptions.cam CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA Calli Joist to T Plate(Toe-nailed) 3- 8d PER JOiST http://wwx�v.Kahnreptions.com GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER AIR MEAN Ceiling Joist to Parallel Rafter(Face-nailed) 8-16d EACH LAP SNOW DESIGN DESIGN U C EBARRI ENT FLOOD FREEZING ANNUAL Ceiling Joist Laps over Partitions (Face-nailed) 8-16d EACH LAP Speed Topographic Special wind Wind-borne CATEGORY' Weathering' Frost hbe Termite` TEMP* REQUIRED" HAZARDS" INDEX' TEMPI Collar Tie to Rafter(Face-nailed) 6-led PER TIE LOAD (mph) effects" region' debris zone'" depth Blocking to Rafter(Toe-nailed) 2- M EACH END 20 140 NO NO tntnerxoMconsr B SEVERE 3FT MOD-HEAVY 15 YES SEE FEMA 599 51 Rim Board to Rafter(End-nalled) 2- 16d EACH END For Si: 1 pound per square foot=0.0479 kPa,1 mile per hour=0.447 m/s. WALL FRAMING a. Weathering may require a higher strength concrete or grade of masonry than necessary to satisfy the structural requirements of this code.The weathering column shall be filled in with the weathering irdex, Top Plate to Top Plate(Face-Na(led) 2- l6di PER FOOT "negligible,""moderate"or"severe"for concrete as determined from Figure R301.2(3).The grade of masonry units shall be determined from ASTM C 34,C 55,C 62,C 73,C 90,C 129,C 145,C 216 or Top Plates at Intersections(FeCe-nailed) 4- Ibd JOINTS - EACH SIDE C 652. b. The frost line depth may require deeper footings than indicated in Figure R403.1(1).The jurisdiction shall fill in the frost line depth column with the minimum depth of footing below finish grade. Stud to Stud(Face-nailed) 2- ibd 24"O.C. c. The jurisdiction shall fill in this part of the table to indicate the need for protection depending on whether there has been a history of local subterranean termite damage. Header to Header(Face-nailed) Ibd 16"O.C.ALONG EDGES d. The jurisdiction shall fill in this part of the table with the wind speed from the basic wind speed map[Figure R301.2(4)A].Wind exposure category shall be determined on a site-specific basis in accordance with Section R301.2.1.4. Top or Bottom Plate to stud(End-nailed) 2-16d PER 2X4 STUD e. The outdoor design dry-bulb temperature shall be selected from the columns of 97'/,-percent values for winter from Appendix D of the International Plumbing Code.Deviations from the Appendix D 3- Ibd PER 2X6 STUD temperatures shall be permitted to reflect local climates or local weather experience as determined by the building o1f1ciaL 4- Ibd PER 2X8 SW f. The jurisdiction shall fill in this part of the table with the seismic design category determined from Section R301.2.2.1. Bottom Plate to Floor Joist,Bandjoist, 2-Ibdi� PER FOOT g. The jurisdiction shall fill in this part of the table with(a)the date of the jurisdiction's entry into the National Flood Insurance Program(date of adoption of the first code or ordinance for management of EndjOlst,or BlodQng(Faee-nailed) flood hazard areas),(b)the date(s)of the Flood Insurance Study and(c)the panel numbers and dates of the currently effective FIRMS and FBFMs or other flood hazard map adopted by the authority having FLOOR FRAMING jurisdiction,as amended. h. In accordance with Sections R905.1.2,R905.4.3.1,R905.5.3.1,R905.6.3.1,R905.73.1 and R905.8.3.1,where there has been a history of local damage from the effects of ice damming,the jurisdiction shall Joist to Sill,Top Plate or Girder(Toe-Nailed) 4-8d PER JOIST fill in this part of the table with"YES."Otherwise,the jurisdiction shall fill in this part of the table with"NO." Bridging to Joist(Toe-Nailed) 2- Ed EACH END i. The jurisdiction shall fill in this part of the table with the 100-year return period air freezing index(BF-days)from Figure R403.3(2)or from the 100-year(99 percent)value on the National Climatic Data Blocking to Joist(Toe-Nailed) 2- Sd EACH END DATE REV DESCRIPTION Center data table"Air Freezing Index-USA Method(Base 32°F)." Blocking to Sill or Top Plate(Toe-nailed) 3- Ibd EACH BLOCK j. The jurisdiction shall fill in this part of the table with the mean annual temperature from the National Climatic Data Center data table"Air Freezing Index-USA Method(Base 32°F)." Ledger Strip to Beam (Face-Nailed) 3- Ibd EACH JOIST k. In accordance with Section R301.2.1.5,where there is local historical data documenting structural damage to buildings due to topographic wind speed-up effects,the jurisdiction shall fill in this part of the Joist on Ledger to Beam(Toe-nailed) 3- Sd PER JOIST table with"YES."Otherwise,the jurisdiction shall indicate"NO"in this part of the table. Band Joist to Joist(End-nailed) 3- Ibd PER JOIST 1. In accordance with Figure R301.2(4)A,where there is local historical data documenting unusual wind conditions,the jurisdiction shall fill in this part of the table with"YES"and identify any specific Band Joist to Sill or Top Plate(Toe-nailed) 2- Ibd( PER FOOT requirements.Otherwise,the jurisdiction shall indicate"NO"in this part of the table. ROOF SHEATHING in. In accordance with Section R301.2.1.2.1,the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. Wood Structural Panels Sd (See Table 3.10) Diagonal Board Sheathing 1"x&"or I"x8" 2-ad PER SUPPORT Vx10"or Wider 3- 8d PER SUPPORT CEILINGS SHEATHING O n Ie"Field C%psum Wallboard 5d Coolers l" Edge rn TABLE R301.7 WALL SHEATHING U A ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS" TABLE R301.5 Wood Structural Panels 8d (See Table 3)1) Z ALLOWABLE MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS Structural Fiberboard Panels STRUCTURAL MEMBER DEFLECTION (in pounds per square foot) 1/2" Ilga,gale 3"Edge/6"Field Z W 44 Rafters having slopes greater than 3:12 withUSE LIVE LOAD 25/32" Ilga.galy 3"Edge/6"Field N ZO finished ceiling not attached to rafters L/180 b C Uninhabitable attics without storage 10 Interior walls and partitions H/180 sum Wallboard (I/2MM) 5d Coolers lEd e/10Field FSI Floors L/360 Uninhabitable attics with limited storage' 20 Hardboard Od (see Table 3.11) Z Particleboard Panels 8d (See manufacturer) Ceilings with brittle finishes(including plaster Habitable attics and attics served with fixed stairs 30 L/360 Diagonal Board sheathing E•-� and stucco) x8" 2- 8d PER SUPPORT to NOTE:FOR'CYPICAL DEAD Balconies(exterior)and decks` 40 Vx6"or 1" Ceilings with flexible finishes(including gypsum L/240 )AADS FOR WOOD FRAME I"xl0"or Wider 3- 8d PER SUPPORT z 4 board) CONSTRUCTION ASSUME Fire escapes 40 00 All other structural members L/240a h FLOOR SHEATHING 10 LBSISQ.FT., Guards and handrails 200 ® Structural Panels Exterior walls—wind loads"with plaster or H/360 UNLESS OTHERWISE NOTED Guard in-fill components` SOh ® I"or Less ed b"Edge/12"Field stucco finish Exterior walls—wind loads'with other brittle Passenger vehicle garagese 50' Greater than I" 10d 6"Edge/b"Field finishes H1240 Diagonal Board Sheathing Rooms other than sleeping rooms 40 I x6 or I x8 2- Sri PER SUPPORT Exterior walls—wind loads"with flexible finishes H/120 Sleeping rooms 30 I"xl0"or Wider 3- tad PER SUPPORT Lintels supporting masonry veneer walls` L/600 'Stairs 40c Nailing requirements are based on wall sheathing nailed 6"on-center at the panel Note:L=span length,H=span height. edge.If wall sheathing is nailed 3"on-center at the panel edge to obtain higher shear I a. For the purpose of the determining deflection limits herein,the wind load For Si: 1 pound per square foot=0.0479 kPa,1 square inch=645 mm2, capacities,nailing requirements for structural members shall be doubled,or alternate _ shall be permitted to be taken as 0.7 times the component and cladding I pound=4.45 N. connectors,such as shear plates,shall be used to maintain the load path (ASD)loads obtained from Table R301.2(2). a. Elevated garage floors shall be capable of supporting a 2,000-pound load t When wall sheathing 16 Continuous Over eomeeted members,the tabulated o oG WNW - Z Z b For cantilever members, L shall be taken as twice the length of the applied over a 20-square-inch area, number Of nails shall be permitted to be reduced to I- Ibd nail per foot. Z ¢ F w Z to - ¢ O W P cantilever. b.Uninhabitable attics without storage are those where the clear height Q� F O Q H F, g4 � c. For aluminum structural members or panels used in roofs or walls of between joists and rafiers is not more than 42 inches,or where there are "� Q Z O Z w F Get sunroom additions or patio covers, not supporting edge of glass or not two or more adjacent trusses with web configurations capable of x to O E" O W W pC ¢ E- sandwich panels, the total load deflection shall not exceed L160. For accommodating an assumed rectangle 42 inches in height by 24 inches in F w I— V > E-• F F. Z¢ continuous aluminum structural members supporting edge of glass, the width,or greater,within the plane of the trusses.This live load need not z WCG F Q W -4 V total load deflection shall not exceed L/175 for each glass lite or L160 for be assumed to act concurrently with any other live load requirements. Z O ,.-, y. _ O the entire length of the member, whichever is more stringent. For c. Individual stair treads shall be designed for the uniformly distributed live O A x Z Z Z N sandwich panels used in roofs or walls of sunroom additions or patio load or a 300-pound concentrated load acting over an area of 4 square F O W ¢ ¢ F.tn � covers,the total load deflection shall not exceed L1120. inches,whichever produces the greater stresses. W I- ¢ Z t.7 >G O � W d.Deflection for exterior walls with interior gypsum board finish shall be d. A single concentrated load applied in any direction at any point along the O W C4 W Z w Z W H limited to an allowable deflection ofH/180. top. a• A Ln W J? ¢ q ¢ e. Refer to Section R703.8.2. e. See Section R507.1 for decks attached to exterior walls. ¢ Z Z w W J Z O W f. Guard in-fill components(all those except the handrail), balusters and ¢ O a Q A ¢ x panel fillers shall be designed to withstand a horizontally applied normalO E- N H load of 50 pounds on an area equal to I square foot.This load need not be assumed to act concurrently with any other live load requirement. TABLE 3.11 WALL SHEATHING&CLADDING g. Uninhabitable attics with limited storage arc those where the clear height ATTACHMENT REQUIREMENTS FOR WIND LOADS between joists and rafters is not greater than 42 inches,or where there are two or more adjacent trusses with web configurations capable of accommodating an assumed rectangle 42 inches in height by 24 inches in Project#: 130&140 MFH width,or greater,within the plane of the trusses. _—— The live load need only be applied to those portions of the joists or truss Drawing Scale. AS NOTED 700-YR WIND SPEED 3-SECOND GUST(AIPH) ALL CONSTRUCTION, ( ) STRUCTIJRAL SHEATHING bottom chords where all of the following conditions are met: Drawn By: HE/AJK 1.The attic area is accessible from an opening not less than 20 inches in SIDING TMA EXISTING, E F width by 30 inches in length that is located where the clear height in 112"CDX,2X4 STUDS,R--15 BATT INSUL,II2"GYP GYP. Date Printed: 9/25/2020 BOARD the attic is not less than 30 inches. SHEATHING RAFITIi1TRUSS Maximum Nail Spacing for 2.The slopes of the joists or truss bottom chords are not eater than 2 LOCATION' SPACING(in) 8d Common Nails(in,O.C.)2,3 P j g' inches vertical to 12 units horizontal. IN70ORZONE 12-24 6 12 3.Required insulation depth is less than the joist or truss bottom chord SHEET.• member depth. EXISTING HOUSE PERIMETER12-24 6 12 The remaining portions of the joists or truss bottom chords shall be EDGGEEZONE E TO REMAIN A 2 designed for a uniformly distributed concurrent live load of not less than BOARD SHEATHING 10 pounds per square foot. h. Glazing used in handrail assemblies and guards shall be designed with a safety factor of 4. The safety factor shall be applied to each of the SHEATHING SIZE RAETEIMUSS Minimum number of concentrated loads applied to the top of the rail,and to the load on the in- SPACING(in) 8d Common Nails per support fill components. These loads shall be determined independent of one another,and loads are assumed not to occur with any other live load. IxG OR 1x8 SHEATHING 12-24 2 IXIOORLARGER SHEATHING 12-24 3 F E ring at panel edges(in.) i~' I��"'.,, F-Nail spacing at intermediate supports in the panel field(in.) I EXISTING FRO IN ON -Nail spaI !r nFR C, 1 For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of — - - - - - - - - - - - - - - - - - '�:'•tui ��_ "o�:m the roof peak the 4 foot perimeter edge zone attachment requirements shall be used = I< l C) 2 For wind ter than 130 mph.blocking is `red which transfers shear load to two EXISTING O.H.DOOR TO BE REMOVED,IN FILL speeds g� P g� �N additional joists(3 joists total) Q NEN'CONSTRUCTION AS RE D °'•Tr'In Q 2020 Architectural KAHNCEPTIONS, PLLC ARCHITECTURAL INN KAHNCEPTIONS PLL 143 East Main Street Smithtown,NY 11787 P.(631) 780-6124 info@Kahnceptions.com www.Kahnceptions.com DATE REV DESCRIPTION I I I I I I I z W � i I I 20,-8" W o EXIST � w H FOU=ION I ( H Ln EXIST HOUSE z W U) 2x4 P.T.SILL ON 8"POURED CONC.W/ 'IT #5 REBAR 36"O.C.VERT EPDXY I i 00 INTO EXISTING CONC.SLAB MATCH EXISTING FOUNDATION I L- - - - - - - - - - - - - - - - - - - -� I 2-2x12 HDR ov v g_4" 404ODH 404ODH IN FILL EXIST O.H.DOOR,MATCH CONSTRUCTION a 1 J2"GYP BD,2x4 STUDS @ 16'O.C.W/R-15 BATT INSUL Q A 1 J2"CDX PLYWOOD,TYVEK'BUILDING WRAP, Q w twn z SIDING TO MATCH EXISTING F w0 x O F � lu- E-r F x A � tr aWwQr V; ,- x z :nAx zE- Z .- A F2 26 Oxw � CxE lullXpG�00 I FOUNDATION PLAN 2 FIRST FLOOR PLAN > a W N W z < z W >- AzF" � az � A A3 SCALE: 1/4"= 1'-0" p,3 SCALE: 1/4"= 1'-0" ¢ � v z E z ."aQAQpEx Project#: Drawing Scale: ASNOTED Drawn By. AIK Date Printed: 9/25/2020 SHEET.• A3 � �1AutAnp ......... C" -J r �•—f= © 2019 Architectural KAHNC EPTIONS, PLLC