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Home My WebLink About42013-Z �p�D�UFF01 0 Town of Southold 8/22/2019 a -d , P.O.Box 1179 o g 53095 Main Rd 4p! *ap0`} Southold,New York 11971 00 CERTIFICATE OF OCCUPANCY No: 40652 Date: 8/22/2019 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 275 West Rd., Cutchogue SCTM#: 473889 Sec/Block/Lot: 110.-7-11.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/12/2017 pursuant to which Building Permit No. 42013 dated 9/29/2017 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: alterations and additions, including covered entry porches, to existing single-family dwelling as applied for per ZBA- 6967, dated 7/31/2016 and De Miniumus Determination dated 9/15/2017. The certificate is issued to Elliott,Robert&Patricia of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42013 1/29/2019 PLUMBERS CERTIFICATION DATED 8/10/2019 (Nattitt4 Plumbing A o ' e S ature O�gOfFol�co TOWN OF SOUTHOLD BUILDING DEPARTMENT y g TOWN CLERK'S OFFICE oy • o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42013 Date: 9/29/2017 Permission is hereby granted to: Elliott, Robert 150 E 73rd St#6A New York, NY 10021 To: construct additions and alterations to existing single-family dwelling (most seaward) as applied for per Trustees &ZBA approvals. At premises located at: 275 West Rd., Cutchogue SCTM # 473889 Sec/Block/Lot# 110.4-11.1 Pursuant to application dated 6/12/2017 and approved by the Building Inspector. To expire on 3/31/2019. Fees: CO -ADDITION TO DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $537.20 Total: $587.20 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 Dat/e. C,•-12- k-+ New Construction: Old or Pre-existing Building: ✓ (check one) Location of Property: 2 VJ.-95 9_1W T> 6-c6 kje House No. Street Hamlet Owner or Owners of Property: 20 0 MIT IV (3M_1ZLC%,A- b'ZT Suffolk County Tax Map No 1000, Section 11 ty Block tr" Lot (� Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: V k one) Fee Submitted: $ Applicant Signature oF sov��®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® a� roger.richertKi)-town.southold.ny.us Southold,NY 11971-0959 c®UN�,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Robert Elliott Address: 275 West Rd City: Cutchogue St: New York Zip: 11935 Building Permit#• 42013 Section: 110 Block: 7 Lot.- 11.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA- ROSIak Electric License No: 3677-ME SITE DETAILS Office Use Only Residential X Indoor X Basement - X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 38 Ceding Fixtures 5 HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures 4 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 35 CO Detectors Sub Panel 2 A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliancesdw Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 26 Twist Lock Exit Fixtures TVSS Other Equipment 2-bath fans, range hood, 2-combination GFCI /ARC fault circuit breakers. 2-ARC fault circuit breakers Notes. Inspector Signature: Date: January 29 2019 81-Cert Electrical Compliance Form.xls ` ' • y •. � Ttlophone(631)765-1802 Pax MI)7&9.45(}9 P.O.Box 1179 Southold,NY 11971-0959 y BUILDING DEPAR` IJENT - IIv TOWN OF SOUTHOLD C•ERTIFICAT10N Date: '— Building Permit No, Owner: L� (Please print) Plumber: (Please print) I certify that the solder used,in the water supply system contains less than_2/10 of 1% lead. (Fturffbers Signature) Swom to before me this " day of CS 1 ; 20 , CHELSEA State of :Oe ] Notary PublNE i n#01CHFR�gistratio uffolk c` puaufied In S es Aug. '';,`' s.,;;c�Qmmission Exp Notary Public, pE SOcou UTyolo �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION , [ FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: fL4im I 6^&pl �ovj ZY '20✓ A4vtko� W4 61tw/wt% LN& FINWIM —L -OKu/--:Co D6m-p red DATE 1 �77— INSPECTOR pF SOUjyolo N O holy 0 Ni'10 TOWN OVSOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] UNDATION 1ST [ ] ROUGH PLEIG. [ FOUNDATION 2ND [ ] INSULATION - [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUG [ ] ELECTRI AL (FINAL) REMARKS: lbr� o DATE Jklg INSPECTOR �Of SOOT �y00UNf`I�`� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH-PLEIG. [ ] 00IPOUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) EMARKS: IfV V4 /i` k24 T. 1/8 O 1A a o / avj/ DATE ?� �'S INSPECTOR OF SO(/Th�� * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ �RPUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] 'FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ECTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING RE ARKS: 4YJ M Vv�11D!Vl 0 by o Fb (,�� DATE INSPECTOR ho��OE 50UTyo� # TOWN OF SOUTHOLD BUILDING DEPT. i'ourm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION , J ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE Z INSPECTOR "YY q%/© t oF souTyo # # TOWN OF SOUTHOLD BUILDING DEPT. , courm, 765-1802 INSPEC7TfON FOUNDATION 1ST [ H PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ F E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [-;'-FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKIN RE_MARKS: I--- of p� Au"Im ya(n) f DATE INSPECTOR *OF SOUTyolo TOWN OF SOUTHOLD BUILDING DEPT. Comm, 765-1802 'INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13 [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: KI�w-e, DATE INSPECTOR �aOE SOUTyo # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING /STRAPPING [V1FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Cogik P+oo4,A,,,) DATE 01 INSPECTOR lz 1 • .014 0 ikel t1i 1 COMMENTS FOUNDATION (1ST) —ME V7, 1 ftv FOUNDATION (2ND) —.1m mAl ROUGH FRAMING& PLUMBING _ WO FAAF21 �. INSULATION PER N.Y. STATE ENERGY CODE VM _T• ADDITIONAL . i. ERM I'D �.I is 'J - a. TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application ��O V Flood Permit Examined ,20L � Single&Separate D � Storm-Water Assessment Form JUN � 2 207 Contact: Approved ,20 Mail to: Disapproved a/c BUT WING 1)m. Phone: (,9'3( 445 , L( l TQWN OF SOUTSO Expiration ,201 Building I s t APPLICATION FOR BUILDING PERMIT Date 6 — k2 , 20 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,areguons, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) 1123 (Mailing address of-applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises P-OGWT- .:03 pf��\C1lh eu j%j .'1'f (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. ® l-E Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section `o _ ;� J$lock c,,C�, �'� Lot k . t Subdivision Filed Map Nb: Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy o o�i� l`H t4VvC. b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Costfl be, �id on filing this application) 5. If dwelling, number of dwelling units umber of dwelling um t each floor If garage, number of cars .a t 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Gjcy'ma ;;o� Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10:Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated / 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES N0_1e,"Will excess fill be removed from premises? YES NO 14.Names of Owner of premises �$ S P � t�,�.�o�*r Address °ZlT l>-+E5T' lZ0 . Phone No. Name of Architect DtMV Address Phone No 'ZQ- V4- 44(6 Name of Contractor (,k4,A2fA ! Address Pa 3aic (.G2 Phone No. x.31 4 45'-416 3 C- -Oeca c: ", 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) COUNTY OFS �i ] )SS: - t��pl O�T) ➢oQ G -9753 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the G'f' -tom � Jk-'r-aoc- (Contractor,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this I-i--b day of 3-Une, 20 TRACEY L. DWYER Notary Publi Y PUBLIC,STA Sig re pplicant NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,;Y-)& TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD. NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application -/ - Flood Permit Examined ( ,20 — t Single&Separate i ® D Storm-Water Assessment Form ntact: Approved MAR `1"5 2017 20 Mail to: Disapproved a/c_�]A Wo ' ;q 7 QY,j) Phone:TOW Expiration 120 `Z7 , C�Dd _ + ' Buil ing Ins or � •- PPLICATION FOR BUILDING PERMIT MMA m 3 Date 3- S , 20 16 BUM �� INSTRUCTIONS 'O FS OO°I'� LD a. his p ication MUST be completely filled in by typewriter,or in ink and submitted to the Building-Inspector with 4 sets of plans, a curate 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 app scant or name, if a corporation) a•b �eo�- 0 2 t C.1TLhko!' y .MI 143$ (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder C Name of owner.of premises '[?ate 5gPt:jy�t n-r-r (As on the tax roll or latest dedd)- If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. 45 130 Lk Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done:';;.,.. House Number Street :; . `;'Hamlet County Tax Map No. 1000 Section e Block o I Lot - r, Subdivision rux- , N,WCA/_ 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 b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition V/ Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 106 000 „_ , ,PAF V -:3, be paid on filing this application) 5. If dwelling, number of dwelling units# $ 4 Number'of`Wi ing As on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and ef�t t of each type of use. 7. Dimensions of existingstructures if an ont �4 '9 u y:�.E.r. _� ;, *:'Ms.„�li„ � Depth Height Number of Stories Dimensions of sa a ructure with alterations or additions: Front D Height Number of�Sto i s. t ' 8. Dimensions of entire new construction: Front Rear QDeptb Height Number of Stories wa`� 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. Naives of Owner of premises 266->MN4 Address Phone No. Name of Architect P -rgkj Address Phone No Name of Contractor DoiG MCCJivi_ -N Address too [,a2, c jcz- (cw Phone No. 05k LltAS-L►a(,3 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? * YESy/ 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 c/ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF S' jq%u ) -Dov6 L. i^e 6,”A-cJ being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the �1yT1P�J � (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work,will be performed in the manner set forth in the application filed therewith. Sworn to Pefore me this CONNIE D.BUNCH day of 20tart'Public,State of New York No.01 BU6185M Q Qualified in Suffolk County Commission Expires April 14,2_d(a Notary Public Signatu of Applicant .l N Michael J.Domino,President ��®f S®�r�® 1 Town Hall Annex John M.Bredemeyer III,Vice-President h® ��+v ?-��® 54375 Route 25 P.O.Box 1179 Charles J.Sanders zifi; `z s Southold,New York 11971 Glenn Goldsmith f •-; ® Telephone(631) 765-1892 A.Nicholas Krupski Fax(631) 765-6641 COW, � BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD July 19, 2017 Douglas McGahan P.O. Box 602 Cutchogue, NY 11935 RE: ROBERT & PATRICIA ELLIOTT 275 WEST ROAD, CUTCHOGUE SCTM#: 1000-110-7-11.1 Dear Mr. McGahan: The following action was taken by the Southold Town Board of Trustees at their}Regular,;; Meeting held on Wednesday, July 19, 2016: RESOLVED that the Southold Town Board of Trustees APPROVE the Administrative; Amendment to Wetland Permit#9023 to install a 17sq.ft. cantilevered bay window onto the north side of the proposed addition; and as depicted on the site plan prepared by Douglas McGahan, received on June 20, 2017, and stamped approved on July 19, 2017. Any other activity within 100' of the wetland boundary requires a'permit from this office. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, Michael J. Domino President, Board of Trustees MJD/dd D �C�C OdC DD JUL•`2 6 ' 201' BUILDING DEPT. TOWN OF SOUTHOLD a , C �l 7 ASA } BOARD OF SOUTHOLD TONT TRUSTEES SOUTHOLD,NEW YORK PERMIT NO.9023 DATE: MAY 17,2017 ISSUED TO: ROBERT&PATRICIA ELLIOTT ` PROPERTY ADDRESS: 275 WEST ROAD,CUTCHOGUE SCTM# 1000-110-7-11.1 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on May 17,2017,and:in j consideration of application fee in the sum of$250.00 paid by Robert & Patricia Elliott and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits ` ( the following: Wetland Permit to construct an 18'x15.9'two-story addition onto the northwestern side of the r existing+/-245'x40.5'two-story dweRing; and to install a 6'high privacy fence along the i eastern side yard lot line between the two dwellings;and'as depicted on the site plan prepared by David Bruce Mann,Architect,dated March 28,2017,and stamped approved on May 17, 12017. 35 i Me. ( IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, ! ` and these presents to be subscribed by a majority of the said Board as of this date. s A s � # 7 s E f l 1 ' it i t2� ti 4 Michael J.Domino,President SUUTTown Hall Annex John M.Bredemeyer III,Vice-President ,`O� �� 54375 Route 25 P.O.Box 1179 Glenn Goldsmiths[ [ Southold,New York 11971 A.Nicholas Krupski G Q Telephone(631) 765-1892 Greg Williams,,,, Fax(631) 765-6641 .5.'' COUNV I MJ AUG 21 2019 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD �J. CERTIFICATE OF COMPLIANCE # 1593C Date: July 22, 2019 THIS CERTIFIES that the stabilization of the bluff by creating less of a grade pitch on the slope in order'to allow for better erosion control; add approximately 20 cubic yards of sandy loam fill along bluff install three 3)to four(4)rows of staked Coir Logs across the width of the property and to remove non-native plants and replace with native vegetation; with the condition that thepropgrty owner is responsible for repairs for any potential damage that may be caused to the neighboring property by way of this construction and that grade elevations do not change drastically between the properties; At 275 West Road, Cutchogue Suffolk County Tax Map #1000-110-7-11.1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated November 8, 2017 pursuant to which Trustees Wetland Permit#9140 Dated December 13, 2017,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the the stabilization of the bluff by creating less of a�ade._pitch on the slope in order to allow for better erosion control,• add approximately 20 cubic yards of sandy loam fill along bluff install three (3)to four (4)rows of staked Coir Logs across the width of theproperty• and to remove non-native plants and replace with native vegetation,• with the condition that the property owner-is responsible for repairs for any potential damage that may be caused to the neighboring property byway of this construction, and that grade elevations do not change drastically between the properties. The certificate is issued to Robert&Patricia Elliott owners of the aforesaid property. Authorized Signature Michael J.Domino,President *QF S�(/ry Town Hall Annex John M.Bredemeyer III,Vice-President ,`O� �� 54375 Route 25 P.O.Box 1179 Glenn Goldsmith [ l�t Southold,New York 11971 A.Nicholas Krupski _ G Telephone(631) 765-1892 ='t Greg William ;�, ` �� Fax(631) 765-6641 C6) ` AUG 21 2019 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1594C Date: July 22, 2019 THIS CERTIFIES that existing 5' stairs from bulkhead to beach-, existing 3.5'x20' beach stairs from top of bank to bottom of bank; existing 76 linear foot bulkhead with angled return; existing natural locust post arbor at top of stairs and as supports for bottom of existing beach stairs-, for the hard-pruning of locusts; existing 4' wood gang-Wanks as boardwalk, existingslate late pavers on sand as patio; slate pavers as stepping stones; existing field stone retaining walls along natural contours; existing loose oblongin n shape@8' slate patio; existing 25'x18' patio seaward of house made of concrete pavers with 4' spacing for drainage; and for brick steps off existing porch, At 275 West Road, Cutchogue Suffolk County Tax Map #1000-110-7-11.1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated September 19, 2013 pursuant to which Trustees Wetland Permit#8315 Dated October 16, 2013,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is.for the existing 5' stairs from bulkhead to beach; existing 3 5'x20' beach stairs from top of bank to bottom of bank; existing 76 linear foot bulkhead with angled return; existing natural locust ost arbor at top of stairs and as supports for bottom of existing beach stairs; for the hard-pruning of locusts; existing 4' wood gang-planks as boardwalk; existingslate late pavers on sand as patio; slate pavers as stepping stones; existing field stone retaining;walls along natural contours; existing loose oblong in shape @8' slate patio; existing 25'x18' patio seaward of house made of concrete pavers with 4-spacing for drainage; and for brick steps off existing porch. The certificate is issued to Robert &�P_atricia Elliott _�owners of the aforesaid property. Authorized Signature Ammex 1 chisel d_Doffiimmo,Pre dent �®f SO�/jHaR John M.Bredemeyer HL Vice-President �O� ®lB 54375 Route 25 P.O_Boz 1179 Glenn Goldsmith Southold,New York 11971 A Nicholas Srupsid G Telephone(631)765-1892 GTe=4 ' � /'�- � Fax(631)765-6641 AUG 2 1 2019 BOARD OF TOWN S �9TOWN OF SOUTHOLD Tin. WC,�� 11, CERTIFICATE OF CO1 LL4LNCE # 1595C Date:July 22,2019 TSS CERTIFIES that construction of an 18'x15.9'two-storX addition onto the northwestem side of the existing+/-24 5'x4®.5'two-story dwelling-install a 17sq.ft. cantilevered bay window onto the north side of the proposed addition•and to install a 6'high privacy fence along the eastem side yard lot line between the two dwellings: At 275 West Road, Cutcho ague Suffolk County Tax Map#1000-110-7-11.1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated April 3,2017 pursuant to which Trustees Wetland Permit#9023 Dated May 17,2017,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of an 18'x15.9'two-story addition onto the northwestern side of the existing+/-24 5'x40.5'two-story dwelling;install a 1744 cantilevered_ bay window onto the north side of the proposed addition,• and to install a 6'high privacy fence along the eastern side yard lot line between the two dwellings. The certificate is issued to Robert Patricia Ell' tt owners of the aforesaid property. Authorized Signature Scott A- Russell �a°SUrKz SUPERVISOR ��CA� AkGrOVIIIENT SOUTHOLD TOWN MALL-P_O.Box 3779 p t-3✓ 53095MainRoad-SOMIJOLD,NEINYORK :I:IM Town of Southold CII&PTER 236 - STORMWATER MANAGEMENT WORK- SHEET (TO BE COMPLETED BY THE APPLICANT) -_.AUG_2.2. 2 017 -- - - -- -- -- ------ - ---------- - - - - =--------- ------- --- - - -- -- - - - - - ------------ ---- -- - - Yes -No ccmcX All.M3AT APPLYI - fj 0 A_ Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface- -1 Ej B_ Excavation or filling involving more than 200 cubic yards of material : within any parcel or any contiguous area- El N 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-, rea_E_,Site preparation within the one-hundred-year floodplain as depicted on..FIRM•Map of any watercourse_. �] F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. Ii 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' Cbapter 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 Cbeck List Form to the Building Departm-na —your$wilding Permit Application_ APPLICANT_ [Property oe t nt�cto Owncr•Design Profcssional. Oiher) _ S-C_T M_ = 1000 Dole: /Di>trici Section Block Lot Contac:Inrorma:,orc (1-3 t Lk IAI�' A r li Reviewed By- - — — — — Date: 1-7-I Prope;-iy Address / Location of Construct ion Work: — — — — — — — — — — — — — — — — �� Approved for procezo,ng Building Perm,. Stormujaler M3113gemenr Control Plan NOI Required. C _f �"�► [ l�, S f ! StcrmNater Maiagcr:c.:: Ccr,t, I P: : ;�—p�u: : De to, Re~., oI F-OR,vi - SIMCP - TOS N1/\Y 201,1 c,o I trlope'r).0Wncr. Der:gn Prol-ionjl,Agenr,Contnuor,011ier) S'C'T,M, 1000 5 C11t1P L' 1\ 236 _113 . ..J 11. a Stormwater Management �ontror Plan CHECK LIST NAM GL'GL, C Section Block Lot S M C P -Plan Requirements; Provide ONE copy of the Building Permit Applicatlon, Date; `b o * The applicant must provide a Complete Explanation and/or Reason for not providing all Information that has been Required by the following Checklisti I A elle Play drawn to scale Not Less that 60' to the Inch MUST If You answered No or NA to any It m, Please ProvideJustification Here! ailc)w all of ll�e following iters; YES NO NA If you need additional room for expl nations, Please�Provide additional Paper. a _^I.,ocallon & Description of Property Boundarles h_Totai S'(e Acreage, c I:,xlaling - Natural & Man Made Features within 500 _ of (he Site Boundary as required by §236.17(C)(2), ElRosioly&sEo d Test Hole Data Indicating Soil Characteristics&Depth to Ground Water, al include b e ^Llml(S of Clearing & Area of Proposed Land Disturbance, A wellmaintai I Lxist Ing & Proposed Contours of the Site (Minlrnurn 2'Intervals) wire Backed silt rangy-• g. Location of all existing & proposed structures, roads, ' ee mg ofex o ion tx dl iveways, sidewalks, drainage Improvements &utilities, Tctivesoils. l� 4ot Urades & Finish Floor Elevations for all existing & pt oposed structures, I Location of proposed Swimming Pool and discharge ring, -;Nn Location or proposed Soil Stockplle Areas , k Location of proposed Construction Entrance/Staging Area(s), 1. t,oCat1011 of Proposed concrete washout area(s), Y� t✓ocatlon of all Dr000sed erosion & sediment control measures, 1al mwater Nlanagemenl Control lial IPlan must Include Calculations showing the �lormwalei Improvements are sized to capture,store, and infiltrate DRAINAGE jWSj5ECn0rqSq 010-11 e the run-off from all impervlous surfaces generated by a two(21 inch r, OntaCt 753 Engineer' unfali / dorm event. Backfill, OR Provide i 3 Get,ub 8 secllonal Drawings for slormwater practices are required for approval, That the drains ge Ilclns requiring de(ai!s shall Include but not be limited to; j ' e U 2017 I Eicalon & Sediment Controls, F C•o115t"kiction Entrance & Site Access, i F ' c. Isle( Dra inage Structures (e,g,catch basins,trench drains, etc.) T0112i Qr�,,�� ,� d_ eachm Sri UCIureS (e. , Inflltratlon baslns,swales, etc.) s o�� I:)(';PAR' I}? "1' l.)SC:, (')Ni.Y ,�v><�>~" ., . ... .., _. ;i: ...._,._..,. �;::;:.::•:::;:::.::::::.=::;:;::::-:r •:,, r,,;,�:.c:,-r:r„ , „ , , , .•,,, Reviewed A'dditlonal Information is Required. & i Appi oved By I r r Stormwater Management Control Plan is Not Complete, l w Control Plan is Complete, Stormwater Manageme t r p D°'` `� — D— 7 I SMCP has been approv Id by the Engineering Department, *OF SO�jyD`o Town Hall Annex Telephone(631)765-1802 54375 Main Road cn _�+,ax(631)765- 5 P.O.Box 1179 G Q roger.richert(C I own.sout(1old.ny.us Southold,NY 11971-0959 BUIMING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: /� ,�o g /�/ Date: 2UI 11, ompany Name: L A C LE C T- l G ame: z-zm R,06LAIL License No.: 27 z� Address: ,p, / a G Y- l!9�t, Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: t�'' *Address: ��Le,� *Cross Street: *Phone No.: ((.310 ?3q--f-L 7O Permit No.: 1�j Tax-Map District: 1000 Section:J Block:_ Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YES Rough In Final- *Do you need a Temp Certificate: �E NO Temp Information(if needed) *Service Size: P s 3Phase 100 150 20 300 350 . 400 Other *New Service: Re-connect Underground Number of Meters Change of Service verhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Formo 0 I q, 0t � � ri BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roger.richert(c-Dtown.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: 12-y Company Name: X�UC— Name: 7_6-� 5 L41� License No.: Address: , -1/ Phone No.: 73 5270 JOB SITE INFORMATION: (All Information Required) Name: Address: 02 c,JF (Zro Cross Street: Fr u✓k-5 k_ /Irvl Phone No.: 70 Bldg.Permit#: o / ,j email: Tax Map District: 1000 Section: Q0 Block: Lot: U. � BRIEF DESCRIPTION OF WORK (Please Print Clearly) 0---149� j� Circle All That Apply: Is job ready for inspection?: YES NO Rough In Final Do you-need a Temp Certificate?: YES / 'O Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service = Fire Reconnect- Flood Reconnect-Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional lnfor on: LV D - PAYMENT DUE WITH APPLICATION 2018 WT. O ,,&A-WiiiVlAMn Form.xls l r FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: March 17, 2016 TO: Douglas McGahan(Elliott) PO Box 602 Cutchogue,NY 11935 Please take notice that your application dated March 3, 2016: For permit to construct an addition to the existing single-family dwelling at: Location of property: 275 West Road, Cutcho ug e,NY County Tax Map No. 1000 - Section 110 Block 7 Lot 11.1 Is returned herewith and disapproved on the following grounds: The proposed addition on this non-conforming 20,925 sq ft. waterfront parcel in the Residential R-40 is not permitted pursuant to Article XXII Section 280-116A(1), which states; "All buildings or structures located on lots upon which there exists a bluff landward of the shore or beach shall be set back not fewer than 100 feet_ from the top of such bluff." The site plan shows the proposed addition at 60.2' from top of bluff. In addition,condition#1 of ZBA file#5555 states; "After demolition of the existing cottage,the new cottage shall contain a maximum footprint for all building area of 1150 sq. ft., including porches, decks and other structures." The footprint of total building area inclusive of the proposed addition exceeds 1150 sq. ft. Aut ized ature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A BOARD MEMBERS o� s®U,, Southold Town Hall Leslie Kanes Weisman,Chairperson �� yQ53095 Main Road•P.O.Box 1179 l4 Southold,NY 11971-0959 Eric Dantesit [ Office Location: Gerard P.Goehringer G Town Annex/First Floor,Capital One Bank George Horning �� 54375 Main Road(at Youngs Avenue) Kenneth Schneider �ycQume� Southold,NY 11971 http://southoldtown.northfork.net ZONINGTOWN OF OUTHOLD�S D [E(Z[E0'y[E Tel.(631)765-1809•Fax (631)765-9064 JUL 2 6 2016 FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF JULY 21,2016 BUILDING DET. TOWN OF SOUTHOLD ZBA FILE: 6967 NAME OF APPLICANT: Robert and Beth Elliot PROPERTY LOCATION: 275 West Road Cutchogue,NY SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated June 22, 2016. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is CONSISTENT provided that the applicant verifies the location of the sanitary system. SUFFOLK COUNTY SOIL AND WATER CONSERVATION DISTRICT: The applicant was referred for an evaluation and recommendation. According to the information provided in a letter dated July 6,2016, following an evaluation conducted on May 25, 2016, it was recommended that heavy equipment be used and stored at a minimum setback of 25 feet from the top of the bluff. Additional recommendations include the installation of gutters and leaders in order to divert storm water to drywells, and the inclusion of two drywells, one on either side of the home capable of capturing 100%rooftop runoff. PROPERTY FACTSMESCRIPTION: The applicant's parcel measuring .480 acres is adjacent to Cutchogue Harbor and is improved with a two story frame home and a one story accessory cottage with an attached garage. The parcel has 74.96 feet on West Road to the north, 278.04 feet along the westerly property line,281.75 feet along the easterly property line and 75.20 feet along Cutchogue Harbor, as shown,with building setbacks, and a sketch of proposed building alterations, on the site plan (SP-l) and building plans(EX-1,EX-2, EX-3, A-1,A-2,A-3) drawn by David Bruce Mann, Architect, dated March 15,2016, and last revised April 6, 2016 . . BASIS OF APPLICATION: Request for Variances from Article XXII Section 280-116A(l) and the Building Inspector's March 17, 2016 Notice of Disapproval based on an application for building permit to construct an Page 2,July 21, 2016 #6967, Elliot SCTM No. 1000-110-7-11.1 addition to an existing single family dwelling at; 1)proposed addition is less than the code required setback of 100 feet from the top of the bluff, 2)proposed addition exceeding 1,150 sq. ft. total building area as stated in condition no. 1 of the prior ZBA decision No. 5555, dated October 7, 2004 RELIEF REQUESTED: The applicant requests variances to construct a two story addition to the existing two story frame house (main seaward dwelling) with a proposed setback of 60.2 feet from the top of the bluff, where the code requires a minimum setback of 100 feet; and relief from a prior ZBA determination (File #5555, October 7, 2004)which limited the total square footage of the subject dwelling to1,150 sq.ft. ADDITIONAL INFORMATION: The proposed additions to the subject dwelling (the seaward dwelling on the subject property) total 283 sq. ft. more than what was permitted by prior variance relief (ZBA file # 5555). Additionally, on April 2, 2015, the ZBA granted additions and alterations to the existing landward "cottage "with attached garage on the subject property that included a second story addition with a non-conforming single side yard and front yard setback(ZBA File#6834). At the hearing the applicant indicated that should the variances for the seaward dwelling be granted,they did not intend to construct the approved additions to the landward"cottage." At the hearing, the neighbor across the street objected to the proposed construction based upon the previous ZBA grant to enlarge the landward cottage, and a partial blocking her water view. AMENDED APPLICATION FOR ZBA FILE # 6834 : During the hearing, the applicant was asked to bring the plan into More conformity with the Town Code. The applicant's agent, Douglas McGahan agreed to submit a new architectural plan for the as built landward one story "Cottage" which would eliminate the previously approved second story addition (ZBA File# 6834) and limit construction on the cottage to minor renovations that would not increase the existing footprint or height including a new bay window and a vaulted ceiling in the existing one story cottage. On July 18, 2016, the Board received revised "one story cottage" plans depicting the amended changes as shown on site plan (SPA), Elevation Plans (A-1) and Elevation Plans (A-2), by David Bruce Mann, Architect, last revised July 18,2016. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on July 7, 2016_at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Granting the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The agent for the applicant proposed a small, 283 sq. ft. two story addition to the front of the seaward dwelling on the subject property which will result in a two story dwelling that is smaller than many of the other homes on West Road. Moreover, the subject dwelling is set back more than 80 feet from West Road. 2._ Town Law X267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The entire as built seaward dwelling is located within the 100 foot setback of the bluff.Therefore, any addition will require variance relief. 3. Town Law 4267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 40%relief from the code. However, the proposed addition is landward of the existing dwelling and as far away from the top of the bluff as possible; is LWRP consistent; and will be more conforming to the code than the previously granted additions and alterations to the landward cottage on the subject property, now amended by resolution in this decision. Page 3,July 21, 2016 #6967, Elliot SCTM No. 1000-110-7-11.1 4. Town Law &267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and the applicant has agreed to comply with the evaluation done by Suffolk County Soil and Water Conservation dated July 6, 2016., and its findings and recommendations. 5. Town Law $267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. The applicant has two legally existing dwelling units on a sub-standard half acre lot in an R-40 zone district. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an addition to the main seaward dwelling on this parcel while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B,the following motions were offered and seconded, and duly carried, RESCIND condition #1 in ZBA File #5555 (October 7, 2004) limiting the total square footage on the seaward dwelling to 1,150 square feet. A motion was offered by Member Weisman (Chairperson), seconded by Member Schneider. Vote of the Board: Ayes: Members Weisman (Chairperson), Schneider, Dantes, Horning, Goehringer. This Resolution was duly adopted (5-0). RESCIND the prior approvals for the landward cottage additions and alterations as granted on April 2, 2015 in ZBA File# 6834 and herein approve construction on the amended one story cottage as noted on the site plan (SP- 1), Elevation Plans (A-1)and Elevation Plans (A-2),by David Bruce Mann,Architect, last revised July 18,2016. A motion was offered by Member Weisman (Chairperson), seconded by Member Schneider. Vote of the Board: Ayes: Members Weisman (Chairperson), Schneider, Dantes, Horning, Goehringer. This Resolution was duly adopted(5-0). GRANT the variance as applied for as shown, with building setbacks, and a sketch of proposed building alterations, on the site plan (SP-1,) and building plans (EX-1, EX-2, EX-3, A-1, A-2, A-3) drawn by David Bruce Mann,Architect, dated March 15,2016, and last revised April 6,2016. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The proposed addition to the seaward dwelling shall not exceed the sizes noted on the plans and the architectural drawings submitted to this Board by David Bruce Mann, Architect, last revised April 6,2016. 2. The applicant must comply with the findings and recommendations made by the Suffolk County Soil and Water Conservation District in their letter dated July 6, 2016. See page 1 of this determination. 3. The location of the existing sanitary system must be verified and conform to the requirements of the Department of Health per LWRP recommendation That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. A motion was offered by Member Weisman (Chairperson), seconded by Member Goehringer. Vote of the Board: Ayes: Members Weisman (Chairperson), Schneider, Dantes, Horning, Goehringer. This Resolution was duly adopted (5-0). i Page 4,July 21, 2016 #6967, Elliot SUM No. 1000-110-7-11.1 Any deviation from the survey, site plan andlor architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals.er 22, Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other'than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes: Members Weisman (Chairperson), Schneider, Dantes, Horning, Goehringer. This Resolution was duly adopted(5-0). Leslie Kanes Weisman, Chairperson Approved for filing Y/Ra /2016 BOARD MEMBERS QF $U(/� Southold Town Hall Leslie Kanes Weisman,Chairperson �� y® 53095 Main Road-P.O.Box 1179 �® l0 Southold,NY 11971-0959 Patricia Acampora + Office Location: Eric Dantes cn x Town Annex/First Floor,Capital One Bank Gerard P.Goehringer ® yQ 54375 Main Road(at Youngs Avenue) Nicholas Planamento ®�`�C®UNT�, Southold,NY 11971 September 15, 2017 http://southoldtownny.gov ZONING BOARD OF APPEALS Douglas McGahan, LLC TOWN OF SOUTHOLD P.O. Box 602 Tel.(631)765-1809-Fax(631)765-9064 Cutchogue, NY 11935 RE: Request for De Minimus Determination Appeal No. 6967 - Elliot 275 West Road, Cutchogue SCTM No. 1000-110-7-11.1 Dear Mr. McGahan; We are in receipt of your correspondence dated August 22, 2017 requesting a de minimus determination in the above referenced Zoning Board of Appeals decision. In your letter, you indicated that the Building Department personnel had directed you to seek approval from the Zoning Board of Appeals for modifications to your original plans of the primary seaward dwelling, which details cantilevered bay windows on the first floor facing Cutchogue Harbor, and on the second floor facing West Road, both of which will add 2 feet and 2.6 feet, respectively, to the floor area of the residence. In the decision of July 21, 2016, the Board granted relief of a 60.2 foot setback from the bluff where the code required a 100 feet setback. Although your current proposal will create more non-conformity in the limited area of the proposed bay windows, it will not affect the overall footprint or setback from the bluff of the principle dwelling. Therefore, based upon the information provided, and depicted on the floor plans you submitted received August 22, 2017, 1 have determined that your requested modification to the single family dwelling is de minimus in nature. Please provide this Board with a revised survey or site plan depicting the distance of your improvements from the top of bluff. Please also be advised that the conditions set forth in Appeal No. 6967 will still apply. Feel free to contact our office if you have any further questions or concerns. I will instruct the office to send a copy of this letter to the Building De artment. S' c r ly, Leslie Kanes Weisman Chairperson cc: Michael Verity, Chief Building Inspector Nil D.W. MCGAHAN, LLC RESIDENTIAL DESIGN CONSTRUCTION AND CUSTOM RENOVATIONS TELEPHONE P.O. BOX 602 (631) 734-6270 CUTCHOGUE, NY 11935 AUG 2 2 2917 August 22,2017 r Z Southold Town Zoning Board of Appeals P.O. Box 1179 Southold, N.Y. 11971 RE: ZBA Application#6967 Dear Zoning Board of Appeals: I have received final approval from the Southold Town Trustees for the above referenced project and have submitted my application to the Southold Town Building department for their final approval.The building department has asked me to get a letter of DiMinimis from you regarding the cantilevered bay window on the front of the addition and the cantilevered area of the second floor bedroom.These cantilevered areas were not shown on the plot plan or foundation plan because they are cantilevered and not part of the footprint.The cantilevered areas were added for architectural flair and do add a small amount to the overall square footage of floor area. I am enclosing floor plans and elevations to indicate the cantilevered areas,which are highlighted,for you to see. I am sure you will agree that these cantilevered areas do add architecturally to the overall appearance of the addition.We thank you in advance for your consideration. Sincerely 0�� Douglas McGahan AUG Z 2101, U 2'-0" cantilever bay window TFin. grade PROPOSED WEST ELEVATION Scale 1/4" = Vf 0" t Cantilever bay window AUG 2 2 IE U, ul L a G G i f+i 1 f I i 3 I f V i I I I I Fin. grade f I I P OI OSED SOUTH ELEVATION Scale I1/4" = 1'-0" I i I H H PORCH AUG 22 2017 ExisrJADC EMAKIEN UP 103 1 0 0 00FAIMI 102 Lw.a. UN 103 MisT.BINM 101 Ulyr.YOUR lw 1047 STUDY loj Wood 1C1 PORCH 102 3'—" 9'-7- 3,-7" 7*-9' 2'Z4 L PROPOSED FIRST FLOOR PLANr mss" NOM LJ$j kTki V-7 Lai All Azek (typ.) I All Azek trim- (typ,) �---Fin, grade -J I I I I I I I PROPOSED NORTH ELEVATIONNew Addition �� Seale 1/4 — 11-0" CT' ��n^t R1B(tl - 1 1 EMBEMOM 2W lTpT.a L1bT.aW 953 EYIST a O r-'an.mn, =.CL MT.CL 13•_B• •_B• lSLSI.Wnam� �1 202 I LVST.ELII1 Etiele�iamr. mcr 400 BWRMV ema am:r�n 2116 los C , raim E4,aol y+ amE L J wood D.a E. We 0 20, S PS ED SECOND FLOOR PLAN e 1/8" = 1'-0" NORM pF SOUr�®l 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road C Fax(631)765-9502 P.O.Box 1179 ® Q Southold,NY 11971-0959 AS <�reou HJT` ' BUILDING DEPARTMENT TOWN OF SOUTHOLD April 30, 2019 Douglas McGahan PO Box 602 Cutchogue NY 11935 Re: Elliott, 275 West Rd, Cutchogue TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: NOTE: Inspector is requiring final survey showing all setbacks Electrical Underwriters Certificate A fee of$50.00. final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT —42013 —Adds/Alts SURVEY- OF PROPERTY SITUATED AT CUTCHOGUE TOWN OF SOUTHOLD ° ,6 TOWN SUFFOLK COUNTY,, NEW YORK P6 S.C. TAX No. 1000-110-07-11.1 y� SCALE 1"=20' DECEMOER 22, 1998 ,�A•("�✓ ,t. + F '� g�'' �osm/,ow e�po arcc.mm 17.—ll mwa cwmr a.o,tD rancaw wmxY v'� , +'. 8► IFBBWxr 2.xm rnom rFus a cf�rpOc ro rwsr !:04 I 0 / 9� ✓� AREA=20^924.79 aq. ft. 01 TIT UNE) 0.480 ac. • � " �. I� � / / / � spa v// TEST HOLE DATA •• 1 .il)'i' / / (r r HOLE OUO eY� MLQ IIEMOXX ON OCCaWER fa.200.7) �u:w,p• / / /V 0 Nf ..•T' cl . \\� \�°' \\�• '°-+ ��. .itis•" ]i.1 �,s • 111 , � \ I ! ! � ;%r � •CLUBHOUSE' h7 / S4 9•i j/// / ! , C6RTlk7ED TO- FIDELITY O FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK NORTH FORK BANK ROBERT J. NICHOLAS J.. EL ELLIS a AgBpR r swuPLl LS m / �O��Y (TFNfi^ Q A YS lk ND 69!68 ?NU1DGaim AlpunaM Da Mp'MX NG� D 196 eURhY R• aax ap Joseph A. Ingegno _ "" °'"ro 1. ELEVATIONS ARE REFERENCED TO N G V D. 1929 DATUM Land Surveyor ra mow '°®aw a EXISTING ELEVATIONS ARE SHOWN THUS:,u —— m° m�� ai m.ac«m EXISTING CONTOUR LINES ARE SHOWN THUS— — cuniPcl D.>ruTm wwmx ra - naa noxa wcr ro'rN°eex on mr axw- T& - auwc nma �,,'P��i/NSD AIm ax xs mlar TD ra - emmwil ww a°�"OOawE.v 77th,77th,5—pa 916eewm,-V.pl..- Car,bucxon Ury°ut Ttk �a�a unci Nat PHONE 7 (OS! 27-200 ID,tk'AZmC86 w M°ItHaMa wm- e. - e�prlw a kl 1 Faa(971)727-1727 *°T'a�awnnuoara Nrz a0t mursrmlae MMP LOG170 A7 AOURMS ORT9ffAj YAV 11801 P`WA OBm YI T"O/a4EN F1ert5E N� WrmF°a0.N»Vomit 1190 9 0.5 ANY,NaT 9N M NOT Wa2ANTE[0, \ l I i I f NOTES: INFORMATION FOR THIS PLOT PLAN WAS TAKEN FROM A SURVEY PREPARED BY NATHAN TAFT CORWIN III LAND SURVEYOR JAMFSPORT NEW YORK DATED DECEMBER 22 1998 AND CERTIFIED TO FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK, NORTH FORK BANK,ROBERTJ.TAPP,AND NICHOLAS ELLIS. gv Aii C%jfT vy M+yy BOJ. ®!R 18834 yp.; 2 REVISED FOR ZBA 09/22/2017 1 ISSUED FOR ZONING REVIEW 03/28/201 number issued for date PRINT RECORD David Bruce Mann, Architect 122 East 55th Street New York,NY 10022 Tel(212)644-6416 Fax(212)644-6913 MCheat Date ELLIOTT RESIDENCE Scale 275 WEST ROAD AS NOTED SEP 2 6 2017 CUTCHOGUE NY 11935 ram,by BUILDING DTPT. Dtle Sheet TOWN OF SOUTHOLD " nunnncrli rr>\rrr Cela 1 r \ Site Data ti `\ \� Property Address lg\05 \ O 275 West Road, Cutchogue, Town of / NSouthold, Suffolk County, New York. 11935 VAPSI S.C. Tax No. 1000-110-07-11.1 • a , T Y <Y a°' ' 'a '0 ASTc' \.A\C)�C'� ado<\Ncl ,oscd 6A °$ VY `'/� ntiH\L��\i ca\�`J\\�c, �ac {cJcc 9°SFm`c�tacJ`" - �y \ �'�2\ Lot Area 0.480 ACRES = 20,925 SF \..nom � V JS\YaPPn`vcc\\'15`L �,,\\T< < D \` Existing 1 Story Frame House \ 1 �vm�� a +c�xxed\ �`M�anJ•Fn — n�^° <2�S�ry and Garage Coverage = 1,342 SF V-0 N \,[ev+oo-'\sem\.zna nw`c 54 t1`<vc / o[PcOP° abpe �"bfian` g8p�DECK� \ \z Story House do°n[`N a Coverage - 58 SF x�a � Existing or - w �.N,L c Q db`^n"\' i m \• }muco ttotl \.<`d 'COnY F. o[ ` \ ra a 1,1 Ntn 5 0 68 8\ Existing Lot Coverage = 2500 SF °my400V S 0. CoGPS['\• CAo a hock < coo(°se C �. \ \s S 1 2\5 {ti a ab t\ t - "n�k o / Previously approved de 4 2 �\ proposed 1 Story Frame %fag < - /- House and Garage Addition w�nay , 20 "'e<�.Ye Coverage - 1,427.5 SF \ e�cc<// i `" _�,¢c C2m• rmnoJ� ..too0 '\l'a c\,nonaY -,nN :1�0 11 aba' \ m\'°t` a *o 2 Previously approved 4mry{mm 2�`n\evccbaY / Y PP '\"te<�Je as3 �adn°" "Aa°w � u Total Proposed Lot Coverage = 2,585.5 SF ll = 12.3% \ t /- Previously approved Proposed Coverage of 2 story frame addition o /" to existing 2 story frame \ house = 375 Sf 9 De Bldg �\ pt copy from ZBA 40osc � Final reviewed documents Previously approved 5��,�'g"'-Y � Ntr�� by vJ"k`� ZBA File,# �(p'� Total Proposed Lot Coverage = 2,960.5 SF Z16��, �F\ °[ n v�\O�SJQ\'bca Date; P g = 14% i1%At UP Un• / \ � G� I t ' KION(\l05\ "1 S: INFORMATION FOR THIS PLOT PLAN WAS TAKEN FROM A SURVEY PREPARED BY SEP 2 8 2017 PROPOSED SITE PLAN NO NA'T'HAN TAI!F CORWIN III LAND SURVEYOR JAMI,:SPORT NEW YORK DATED DECEMBER Scale 1" = 20' 221948 AND CERTIFIED TO FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK, NORTH NORTH FORK BANK,ROBERTJ.TAPP,AND NICHOLAS ELI-IS- BUMDIN 'v DEFT. TOWN OF SOUTHOLD ' `y o eek,rFp!• m n uL,L' DA TA aiLr FENcwo L (TEST HOLE DUG BY McDONALD GE SCIENCE ON DECEMf,• /CONSTRUCTION 3/4�STTOONE BLLEENO°F 12, 2003) OR N.Y.S. D.O.T. APPROVED R.C.A. FILL TO 18' MIN. ABOVE E%ISTING D' GRADE TO ALLOW FOR DRAINAGE CROSS SECTION DARK BROWN LOAM OL O.s' TEMPORARY CONSTRUCTION L'NTRANCE GROWN SILTY SAND SM (NOT TO SCALE) - a. z.s'. e . _ e e . oe TORMWATER UNIT d, BE TRAFFIC BEARING) e IT TO SCALE) CASTR 6IR N INLET FRAMEHICK REINFORCED CONC.CS�RCKHART #83518 TYPE 6840) e e PALE BROWN FINE CUR TO MEDIUM SAND SP (max.) e ,o e d 8'_0• — PIPE FROM ROOF GUTTERS e e a CRUSHED 3/4• — 1-1/2' STONE 17' ALL AROUND SEPTIC SYSTEM TIE MEASUREMENTS LEACHING RINGS IFORCED PRECAST CONC. DDo PSI m ze DAYS HOUSE HOUSHOUSE E 3'-0' CORNER []A CORNER QB CORNER 4- (mm) SEPTIC TANK COVER X 22' 28' LEACHING POOL COVER22, o s 26' X - E _ GROUND WATER NOTES; 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: .&Q EXISTING CONTOUR LINES ARE SHOWN THUS: — F.FL - FIRST FLOOR G.FL - GARAGE FLOOR 2. PROPOSED IMPROVEMENTS ARE TAKEN FROM SITE PLAN BY DAVID BRUCE MANN, ARCHITECT DATED 09/25/2015 3. TOPOGRAPHY SHOWN IS FROM PREVIOUS SURVEYS BY THIS OFFICE. DRAINAGE SYSTEM CALCULATIONS: PROPOSED TOTAL BUILDING AREA: 1,430 sq, ft. �J 1,430 sq, ft. X 0.17 = 244 cu. ft. D [LF�- j c�U�l 244 cu. ft. / 42.2 = 5.8 vertical ft, of 8' d PROVIDE _(1_) 8' dia. X .8' high STORM DRAIN POOL aching pool required . AUG Z 2 2017 DRIVEWAY AREA: 1,600 sq. ft. Bf111,D1!%:�3 , 1,500 sq, ft. X 0.17 = 255 cu. ft. T®�VN®FSOUT.ROI 255 cu, ft. / 42.2 = 6.1 vertical ft. of 8' dia• leaching pool required PROVIDE (1) 8' dia. X 8' high STORM DRAIN POOL PROPOSED ROOFED ADDITION AREA: 378 sq, ft. 378 sq. ft- X 0.17 = 64 cu. ft. 64 cu. ft. / 42.2 = 1.5 vertical ft. of 8' dia. PROVIDE (1) 8' dia. X 2' high STORM DRAIN POOL thing pool required DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before Backfill, OR Provide Engineer's Certification APPROVAL OF STORMWATER MANAGEMENT that the drainage has been installed to Code. CONTRO PLA -To Code a r 236 Date• 9 20 Approved by: EROSION&SEDIMENT CONTROLS Shall include but not be limited to: A well maintained Construction Entrance, PREPARED IN ACCORDANCE WITH THE MINIMUM Wire Backed Silt Fencing, stabilization & STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE H A E AND APegOVED AND ADOPTED Seeding of exposed and/or inactive soils. FOR SUCH TrrLE Assocla USE OF Ne �,TE SND \'''1^ UNAUTHORIZED ALTERATION OR ADDITION N.Y.S. Lic, No. 504 TO THIS SEC71ON 72009E THEIS �EWTY RKOF STATE Nathan EDUCATION LAW, Taft Corwin 'I THE LAND COPIES OF THIS SURVEY MAP NOT BEARING Land EMBOSSED SASURVEYOR'S INKED NOT BE CONSIDERED Surveyor TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY Successor To: Stanley J. Isaksen, Jr. L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A. Ingegno L.S. LENDING INSTITtmnu r.+e n.._ _ _ P ye O+ � Tp M a fly\° IDc g ° �oJNo%N , c% o'y p o�-o c9°'� roNR �1174 / vd / AV / 4a V. •� PSP E �� \ .,. .r .,\ � e Ay e / \ e y�°° hQ iiN \ CCS Np' 4 9� �� Q\9t 5\� �O►s\ .13 Oyu� �C✓' e \ Y� O \1 g o�(Ep5 ° 0�ti� ,yh �3,,Q�,� qp p 0 S Tp 10 �OOQ, 7 0- ID 0 02 � � f S � ' *P- w U. moo /, L l CIO, [STING LOT COVERAGE / AREA % LOT COVERAGE )OF2018:-,-1,362 sq. ft. 6.5Y. )F 1,073 sq. ft. 5.1% 2,435 sq. ft. 11.6% 'OPOSED LOT COVERAGE AREA % LOT COVERAGE P 1362 sq. ft. 6.5% P 015 . \ / 47 sq. ft. 0.296 , �J 40 sq. ft. 0.2% OF 1,073 sq. ft. 5.1% 275 sq. ft. 1.3% IER0.5% 100 sq. ft. 2,897 sq. ft. 13.8% SURVEY OF PROPERTY SI T UA TE CUTCHO GUE TOWN OF SOUTHOLD STEEL(ORP�OOD SUFFOLK COUNTY, NEW YORK EXTRA STRENGTH FILTER FABRIC MAX.) S.C. TA N O. 1000- 110-07- 11 . 1 REQ'D. WITHOUT WIRE MESH SUPPORT 36" HIGH POLE ( STEEL OR WOOD POST 10' MAX. O.C. SPACING W/ WIRE SUPPORT FENCE FLOW „ , 6' MAX. O.C. SPACING SCALE 1 =20 W/0 WIRE SUPPORT FENCE ,:':,. .;�.:. •' - - 50' MIN. DECEMBER 22, 1998 FLOWOR TO SUFFICIENT TO DECEMBER 17, 2003 UPDATE SURVEY & ADDED TOPOGRAPHICAL SURVEY / KEEP SEDIMENT ON SITE ON SITE FEBRUARY 2, 2005 ADDED WELLS & CESSPOOL TO EAST PROPERTY �E(1 '^� .• i ��\\//\\ j\ \V'o x HAY FCIAND/OR JULY 2, 008 I SILT ENN % OCTOBER 30? NAL 2013 IUPDATERVEY SURVEY 0SSR ATTACH FILTER FABRIC SECURELY \ \\� \��\�� DECEMBER 24, 2015 ADD DETAILS FOR STORMWATER PLAN �P(ER Fp�ON TO UPSTREAM SIDE OF POST r % /\'/ `4" X 6" TRENCH JUNE 7„ 2017 INCLUDE MAIN HOUSE IN DISTURBANCE AREA w JUNE 20, 2017 ADD PROPOSED ADDITION zft' \ .. //\\. / W/ COMPACTBACKFED LL 1, P \\j \ SILT FENCE DETAILS Q I ------------ AREA = 20,925 Sq. ft. 6 NOT To SCALE 0o� o (TO TIE LINE) 0.480 ac. TRENCH DETAIL QC O� °, }° RV\fA° \��/ �V" MAXNOTIMIZE SILT PONDI G EFFCIENCY.PLACED INS ECT ANDPARALLEL REPA R SILTSLOPE FEN ECONTOURS AFTERTO (NOT TO SCALE) CERTIFIED TO: d r� ' pJE / EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED / N ��a : A nn V 19 +' SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW I ROBERT C. ELLIOTT T� M' � IVt'e ! O�NO�ON' O OFF-SITE TRANSPORT. o F p,1 HAY BALES AND/OR PATRICIA M. ELLIOTT O ,P�r M �° �• �� ' // C NOTES: SILT FENCING f TO BE USED WHERE TOPSOIL IS NECESSARY FOR 1. AREA CHOSEN FOR STOCKPILING OPERATIONS ADVOCATES ABSTRACT, INC. rn NO� TEMPORARY STOCKPILEEGRADING & ING DISTURBED AREAS.STABILIZATON MEASURES INCLUDE SHALL BE DRY AND STABLE. PLAN VIEW S'TEWART TITLE INSURANCE COMPANY I 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACH BNY MELLON. N.A. d / pP sDi^ PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT STABILIZATION MEASURE(S) SELECTED SHOULD BE M ��o AND REQUIRED PERIOD OF USE. FENCING OR STRAW BALES, THEN STABILIZED WITH APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. I ROAD ExlsnNa GR"°= TEST HOLE DATA d ° � °.. pNr� / / �J I °I\A r01 M 2 SLOPE OR LESS (TEST HOLE DUG BY McDONALD GEOSCIENCE ON DECEMBER 12, 2003) HAY BALES AND/OR •/ ,e° �' / / �q, '� \I/ 1 SILT FENCING STABILIZE ENTIRE PILE CONSTRUCTION ENTRANCE BASE OF a• �:.. O / WW / �p / COMPACTED 3/4 STONE BLEND ° d O �• O, O� + WITH VEGETATION OR COVER \I/ \I/ \I/ \y OR N.Y.S. D.O.T. APPROVED R.C.A. DARK BROWN LOAM OL d ° d a•. G '' '' '' : '.\ 1P FILL\ rL(7 FILL TO 18" MIN. ABOVE EXISTING 0.5' GRA d'(Q.: BROWN SILTY SAND SM ° ° ••SQ\A�j ', .-/ :.• '. CROSS SECTION DE TO ALLOW FOR DRAINAGE a. p c.......,.. d. a' / / 'P P? F fpr\• \ �' J' �' �' �' �' �' TEMPORARY CONSTRUCTION ENTRANCE 2.5' QP MEa ° CONC :\ / 0�0 p \y \I. .I/ \I/ \1/ \I. .I/ \1/ \I/ (NOT TO SCALE) e °, P O AA; O 0 e�•oN' � ,: :� \ °�,; f � d.,a.® d . �d c\�\pN 5 5�0�D\5`�P`' a a° Cpr1 ea V a. I `/y/\/:::. . =:.':'''`:': '-.: ..•� . �Q PR OPO p,N ;. a •.:.•.: ' p./.�, e do . ��jv� a TYPICAL STORMWATER UNIT a. .. d ° a .✓� tj C7!= (TOPS TO BE TRAFFIC BEARING) \: ac?.'::::.: TO MEDIUM SAND SP a ° �a.' ° pN°�\ONEK �� GRATE OVER (NOT TO SCALE) °e a PALE BROWN FINE C STRAW BALES OR SILT FENCE TRENCH DRAIN CAST IRON INLET FRAME ec COVER (FLOCKHART X63518 TYPE 6840) s� ° �. ,r S �N +� SOIL STOCKPILE FINISHED GRADE OR 6" THICK REINFORCED CONC. COVER ° �• / �p d(� A B" TRAFFIC BEARING SLAB '11moX. d, .:'.o o v J+ cz (NOT TO SCALE) ( ) l P,0, d /� O '( - PIPE FROM ROOF GUTTERS Q 17' .d a� / 0 S, �� O N�CQ 1 0 ,Lb \yt r7\00 c� '�O� A l �0`: OW (,�'` d No I O� \ O \�� P000 STORMWATER MANAGEMENT NOTES: o CRUSHED 3/4" - 1-1/2" STONE SEPTIC SYSTEM TIE MEASUREMENTS y� ° P[c oo `" 225 �� \500- cz ALL AROUND HIOUSE HOUSE HOUSE �x0 tr r� 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION CORNER QA CORNER 7B CORNER MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING LEACHING RINGS m REINFORCED PRECAST CONC. SEPTIC TANK 4000 PSI ® 28 DAYS X 22' 28' ° AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. 3'-0' 3'-0" COVER ryry 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, (min.) 4. (min.) LEACHING POOL \0 � �\ DyF s5Ep5 / ONF A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF COVER 22' 26' X A 4 U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. CA \O °� � \� - (s �>� \1 \C y THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS 0 s�Ep y OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL N'E ° DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS GROUND WATER 0�\G Cy TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE \�� SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE \\' e SCREEN IS REMOVED. 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, NOTES: P A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL i �O�P cam® Ro°E� BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT 1 . ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM \ \ \ \ 4 O y�O�yl e /ti` SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES EXISTING ELEVATIONS ARE SHOWN THUS: 5.Q SHALL BIE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS + G 0� \� � 2a•`' e �y"c^ NECESSAIRY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED EXISTING CONTOUR LINES ARE SHOWN THUS: - - - -s- - - - ZU� V"' 22' AREAS ACRE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE \�:. : F\• �y Fes• - FIRST FLOOR OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES G.FL. - GARAGE FLOOR \SN N \ �.�., ,�� SHALL BIE REMOVED AWAY FROM THE BALES TO AN APPROVED 2. PROPOSED IMPROVEMENTS ARE 'TAKEN FROM SITE PLAN BY 0 0 UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. UN ,r. 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. DAVID BRUCE MANN, ARCHITECT DATED 09/25/2015 40 0 0 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. ST y0 'A � /� 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED 3. TOPOGRAPHY SHOWN IS FROM PREVIOUS SURVEYS BY THIS OFFICE. (` �(\OO�EP 1 I I l / Gil+ y�� / ON THE PROPOSED RESIDENCE. O\,OGS A / I ° '$ 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. '' 8. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS $V O\� � ry� OHO° N l y�y yo y,/ °°y ,�� OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF DRAINAGE SYSTEM CALCULATIONS: / T 9 t�A FROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE. F�, 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE PROPOSED TOTAL BUILDING AREA: 1,430 sq. ft. A ° t°•° 89 �Sopo° ^� SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW 1 ,430 Sq. ft. X 0.17 = 244 cu. ft. / .� �' -.1 IMMEDIATELY IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF 244 cu. ft. / 42.2 = 5.8 vertical ft. of 8' dia. leaching pool required �,\.\� FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, , es // 0, WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE PROVIDE (1) 8 dia. X 8 high STORM DRAIN POOL VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO c� TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING �O O / PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION tih /I o p f AND GROWTH. 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85% AREA DRIVEWAY AREA: 1 ,600 sq. ft. VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER 1 ,500 sq. ft. X 0.17 = 255 cu. ft. THAN 1 SQUARE FOOT IN SIZE. 255 cu. ft. 42.2 = 6.1 vertical ft. of 8' dia. leaching 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR / g pool required �° SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF PROVIDE (1) 8' dia. X 8' high STORM DRAIN POOL OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO THE ROAD. A NON-LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR EXISTING LOT COVERAGE / / / //i//j �/ CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. PROPOSED ROOFED ADDITION AREA: 378 sq. ft. 378 sq. ft. X 0.17 = 64 cu. ft. DESCRIPTION AREA % LOT COVERAGE � / /° o / // v\� (� FRONT HOUSE W/ROOF �21� l 64 cu. ft. / 42.2 = 1 .5 vertical ft. of 8' dia. leaching pool required OVER BRICK STOOP 1.362 sq. ft. 6.5/ 2D i8�_� ///yi/ PROVIDE (1) 8' dia. X 2' high STORM DRAIN POOL / 'S 's REAR HOUSE W/ROOF 1,073 s ft. 5.1% OVER DECK q TOTAL 2,435 sq. ft. 11.6% 13 j j // v1°\°p°c• / / / PROPOSED LOT COVERAGE M K / pSR DESCRIPTION AREA % LOT COVERAGEFRON OVEERTBRIICKS STOOP 1362 1362 sq. ft. 6.5% b/�� PROP. ADDITION 47 sq. ft. 0.2% '0 IR PROP. BAY WINDOW 40 sq. ft. 0.2% REAR HOUSE W/ROOF 1,073 s ft. 5.1% avv OVER DECK q• PREPARED IN ACCORDANCE WITH THE MINIMUM n O V BYP�� ATHERDSAFOR TITLE SURVEYS S. AND APPROVED A ANDADOPTEDPROP. ADDITION 275 seq. ft. 1.3% 6� jj S FOR SUCH USE BY T �W,PRK STATE LAND OVER B ICK STOOP0VER 100 sq. ft. 0.5% �� TITLE ASSOCIATI �� ' TOTAL 2,897 seq. ft. ::13.8% / �./" � •(AFT �� JUL 2 0 2'017 ' CC _ r YYYg T1 T� T Ty+pSw-T1 TO`N'N O1+SOiT.I'it1 OLD �,��r ,c � 67 U'I140 S\' N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION Nathan Taft Corwin TO THIS SURVEY IS A VIOLATION OF III SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW, Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUITION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF THE EXISTENCE RIGHT WAYS 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 33-288B 722i iluoSURVEY OF PROPERTY d&Vfil SI T UA TE aC�fita� o — l CUTCHO GUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 1 10-07 - 11 . 1 Nc' oN ^ SCALE 1 "=20' tj4 .. a ..`o�6°F 65, DECEMBER 22, 1998 V"o ° 6 ° DECEMBER 17, 2003 UPDATE SURVEY & ADDED TOPOGRAPHICAL SURVEY \(iF� FEBRUARY 2, 2005 ADDED WELLS & CESSPOOL TO EAST PROPERTY �P�6Ft\N pJSPN OCTOBER 30?2013 008 INAL UPDATERVEY SURVEY DECEMBER 24, 2015 ADD DETAILS FOR STORMWATER PLAN 4 e Np Mo QO JUNE 7, 2017 INCLUDE MAIN HOUSE IN DISTURBANCE AREA JUNE 20, 2017 ADD PROPOSED ADDITION FGON ` SEPTEMBER 22, 2017 STAKE WEST PROPERTY LINE d \ AUGUST 8, 2018 UPDATE SURVEY 00oG��9\N° ?. N P� �Zo AUGUST 16, 2019 FINAL SURVEY ON ADDITIONS o� Qj d pp\6 4 so `� (TOAREATIE LINE) O a 20,438 sq. ft. OR d y� S d 'O. gyp "' 2 cF 0'., O •° d' °°. ..:� .P`-'P ME °.. pNGo oN 9`<"p g�G \ ' a 2A up9 CERTIFIED TO: 3 ROBERT C. ELLIOTT N PATRICIA M. ELLIOTT 6oG6 No ° �'� �� ADVOCATE'S ABSTRACT, INC. d o <�� yd �, o� 5 STEWART TITLE INSURANCE COMPANY Al G BNY MELLON. N.A. Z . 1P��P nG �6. \ .e n .c+. .n 5 ° PC_�A 0 11j, v V 41 e v n . 0 4 3NCO yQ AUG 21 2019 c� / e ® 55 •`� ,<, ,�a•3,,x -.. e _.. e IPA �� OT so IPA °�, \\ cPj 4 CUP 3� F FL• �N,\RpN iJ N,ff y�.c oy moo o� 'o• y � Ooh p� �N 0�N pG °d 0 . r y n0 G cj t^ O Z �j _0 o. �o.o $g /� o 1y v _ o c^ ti 101 Zoo \ 0. of 8 •SOP 00 r1 0 6, s yN-oiP N\ \tD. 'S oQ\ \9 J c�• pgFA 6�GN oho \ \ R ° \ \ r 1_06 V 5 Vv S 6 g°26 130F CJOG PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS_gS.,ESTABLISHED C BY THE L.I.A.L.S. AND APPROYM A[�p ApQPTEB FOR SUCH USE BY THE k�STAi�fL IND "� TITLE ASSOCIATION. �•(� t �3 > N.Y.Srtic No. 50467 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF Nathan Taft Corwin !!! SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY Successor To: Stanley J. Isaksen, Jr. L.S. IS PREPARED, AND ON HIS BEHALF TO THE Joseph A. Ingegno L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND Title Surveys — Subdivisions — Site Plans — Construction Layout TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 FOX (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 NOTES AND LEGEND NUN Will CONSTRUCTION EYISPB4G CONSTRUCTION TO BERM Ll Ll L PORCH BASEMENT LI MC Ll BATH / UP W HAIL UP U, nCL ElTCDEN 00 00 BATH _ / \\ Y _1"; PORCH CL f"'I CL M BASEMENT CL ------ I ON I i I I DmWG FOYERBASEMENT I / SMDY I t .� Bldg Dept copy from ZBA 1 I � Final review�e��oc„ments I I r- I I 1 y 2 (ISSUED FOR ZONING RENEW 104/06/201 I ISSUED FOR DOB REVIEW 103/01/201 um nber issued for date PRINT RECORD David Bruce Mann,Architect 122 P.st 55th Sneer New York,NY 10022 Tel(212)644-6416 F-(212)644-6915 Chen llae ELLIOTT RESIDENCE Sale 275 WEST ROAD AS NOTED �PROPSED BASEMENT FLOOR PLANBASEMENT FLOOR PLAN / PROPOSED FIRST FLOOR PLAN Q CC PCHOGOE\711935 Drown 13y Scale 1/4" = 1'-0" 0J Scale 1/4" = 1'-0" 1.Be snm NORTH NORTH PROPOSED FLOOR PLANS A_1 NOTES AND LEGEND NEW WALL CONSTRUCTION EXISTING CONSTRUCTION TO REMAIN El i'ORCH El BEDROOM CL BATH if I UoBATH U CL CL P, i - J DN BEDROOM CL HAIL BEDROOM r J r r i BATA CL l 2 JISSUED FOR ZONING REVIEW ,04/06/201 I ISSUED FOR DOB REVIEW '03/01/201 numberl issued for dote PRINT RECORD David Bruce Mann,Architect 122 East 55th Street New Yoh,NY 10022 Tel(212)644-6416 Fa (212)6446913 Clent D.. ELLIOTT RISIDE"YCE scale PROPSED SECOND FLOOR PLAN �1 PROPOSED ROOF PLAN RUWE4I ROAD as NOTED CLTCHOGUE\T 11935 awn By Scale 1 4" = 1'—B" Scale ]'-0" Ime sheer NORTH NORTH PROPOSED SECOND AND p ROOF FLOOR PLANS G Proposed 2 story Proposed 2 story i \\ wood frame addition wood frame addition FM EA Proposed entry Proposed entry porch < porch LH L' L,i P lij C ILi� I I I I I I PROPOSED NORTH ELEVATION PROPOSED EAST ELEVATION Scale 1/4" = L'-0" Scale 1/4" = 1'-0" Proposed 2 story �` Proposed 2 story wood frame addition l ii \� wood frame addition ® ® II' I q� 1 I i. 2 ;ISSUED FOR ZONING REVIEW 104/06/201 I ISSUED FOR DOD REVIEW 03/01/201 , 1 number issued for date PRINT RECORD I I ! David Bruce Mann,Architect I 122 Past SStb street New York,NY 10022 TO(212)644-6416 F.(212)644-6913 I I I ( Chent care ELLIOTT RESIDENCE275 sde �-------------- _ L _---_----___ __ __ — rCHOGTROAD AS NOTED _—_— _-- CIJTCHOGUE NY 11935 lhawn By JCPV PROPOSED SOUTH ELEVATION PROPOSED NEST ELEVATION nde sheet Scale 1/4" = i'-0° Scale 1/4" = 1'-0" PROPOSED EXTERIOR A_JJ9 ELEVATIONS NOTES AND LEGEND PORCH BASF EN'r UVR,C/DCIPIG BATH 11AH El DP UP UP HALL 1 RFPQ3EY Cl 00 GL \ j 0- 0 'X BATH LU CIL BASENCENT CL DN BIDROOM1[ FOYER EXISTING BASEMENT FLOOR PLAN ® EXISTING FIRST FLOOR PLAN Scale 1/4" = 1'-0" Scale 1/4" = 1'-0" NORTH NORTH 2 ISSUED FOR ZONING REVIEW 04/06/201 I ISSUED FOR DOB RENEW 03/01/201 numberl issued for date PRINT RECORD David Bruce Mann,Architect 122 Eut 55th Strut New N Y' Y]0022 Tel(212)644 6416 Fen(212)644-6913 Client Dalt EUIOTT RESIDEYCE S� 275 VVMROAD AS NOTED CUMHOGUE NY 11935 Dnwn By 15de Shea EXISTING BASEMENT AND EX_y FIRST FLOOR PLANS EX 1 NOTES AND LEGEND ❑ ❑ PORCH I El BEDROOM 0 El CL BATH —4 O CL � 00 BATH El CL CL DN B®ROOK HALL EXISTING SECOND FLOOR PLAN _ EXISTING ROOF PLAN _ Scale 1/4" = I'-0" NORTH NORTH ? ISSUED FOR DOBJISSUED FOR I REV EW 03/0NG REVIEW 1/201 rumberl issued for date PRINT RECORD David Bruce Mann,Architect 122 Fast 55th Sheet New York,NY 10022 Tel(212)6446616 F-(212)644-6913 Cbent Dare ELUOTT'RESIDENCE S-1 275 WEST ROAD AS NOTED Ctj=OGUE NY 11935 rawtt By TSde Sheet EXISTING SECOND FLOOR L' _O AND ROOF PLANS LLl G ® ® ® ® MTJ a I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ----- - -------------------------- ------ ----�L-----J�----�------ -------------------� EXISTING NORTH ELEVATION EXISTING EAST ELEVATION Scale 1/4" = 1'-0" Scele 1/4" = JOJU E: El ® ® ® Ll L11 Ll El E 2 JISSUED FOR ZONING REVIEW 104/06/201 I, JISSUED FOR DOB RENEW03/01/201 number issued for date I i i PRINT RECORD I I I I I I I I I I I I I I I I David Bruce Mann,Architect I I I 122 But 55th Street New York,NY 10022 Tel(212)6"-6416 F-(212)644-6913 I I IIT I1I I I Chenc Die -------------------------- —y-----� `-------------------------------------------- ------� Ell RESIDENCE sde EXISTING SOUTH ELEVATION 4CHOGU NY11 q5 NOTED EXISTING tiYEST ELEVATION clrrcxocuENY119as D, ey p—V Scale 1/4" = 1'-0° Scale 1/4" = 1'-0" J. lwe Shea EXISTING EXTERIOR V_9 ELEVATIONS LA JJ 9 � Site Data GENERAL NOTES ELECTRICAL NOTES I ALL WORK NU CONFORM TO ALL LAWS,RILES AND REGULATIONS INCLUE NG REFERENCES STANDARDS,OF ME 1 EXAMINE DRAWNGS AND BECOME FULLY INFORMED OF ME EXTENT AND CHARACTER OF MIRK TO BE PERFORMED NEW YORK STATE W ONG CODE PRE PREVENTION CODE,ERE DEPARTUENT RECAARHS LIMIT COMPANY ANY DISCREPANCIES MAU BE BROUGHT TO ME ATTENUON OF ME ARCHITECT REQUIREMENTS.AND THE BEST RADE PRACTICES ALL YATERMS AND EOUPMENT USED H THE PROJECT SMALL L SPPLY IAD INSTALL ALL ITEMS,ARTICLES MATERIALS&OPERATIONS NCIIAING ALL LIBOR.EQUIPMENT CarUpN To AND HAVE AWRWALS IN ACCORDANCE MENME LOCAL MUNICPAUTY ALL REFERENCE 9M000Q AND MATEMA S.k TOOLS NECESSARY M COMPLETE ALL SYSTEMS SMOYW H ORAWNGS,RENDERING A COMPUTE \ Prooetty Address WM ANY OIAER PUBLIC ALMCRTIES GE AGENCIES GE AGENCIES HAVNG JURQRCTON OVER ME PROJECT aISTAItATIOt `\ 2 BFFIItE 2uMENCING WON.THE CONTRACTOR 9UUL FRE ALL AEOURED CERTWGTES OF MUMNCE WM THE 1 OBTAIN All PERMITS RECORD AIRMYE FOR W9'FCUON OF ME WGAIN BY INSPECTION AUTHORITY.AND PAY ALL DEPARTMENT OF BUMMS.OBTAN ALL REQUIRED PpOmS.AND PAY ALL FEES REQUIRED SY G0WVMNG NEW TTN( FEES PRONOE FINAL MRUTCATE TO THE C ENT/OWNER 275 i old Road, CuCounty, w Y o A UNCLES 4 CONFIIRM i0 ME RECUREMEAM OF THE ELECTRUM COME AND ME RULES JR BY-LAYS OF All AUMOIIPS 29Yj5 \ Southold,Suffolk County,New York 11935 S ME COMiMC1T1R FIALL BE UCENSLD WARN ME COUNTY OF QUARK HANNG UIRISDICTION 4 THECONTRACTOR SHALL PROMDE MOKMENS COMPENSATION,UABINY,AND PROPERTY GANAGE INSURANCES TO 5 ALL MAMMAL EWPMWT SMALL DE NEW UL APPROVED BEARING IM UL STAND,AND BE COMMERCIAL GLIDE /' AOr� UNITS AS REWRED BY ME LOCAL MUNICIPALITY AND/OR OWNER,AND SHALL BE RESPONSIBLE FOR OBTAINING AND UNLESS OTHERMSE NOTED N R� PAWING FOR ANY AND ALL MOMS REQUIRNSPECEO BY ME LOCAL WIDWC DEPARTMENT AND ARRANGNC FOR ITL 6 PROVIDE MIR MY ELECTRICAL POWER FOR ME ON OF OTHER TRADES AS REHIRED BY ME GENERA / YWdJ'l1 S C Tax NO 1000-110-07-11.1 REQ RD ONTRACAMI UP N;CGHT COW OF E AND.NALLAQ 7 RACIOA UN INE ADS.0IGR UPON CREQUFTW GE ME WOR`c,SBALL APPLY AND ARRANGE FOR DEPARTMENT GE HRDINGS ]PRO ME A CER GANR OF GUMRES FOR WORNONDS % G, THE ca ARO 9W-OU IST MD A PROPCEPTANC A MI CERTIFICATE OF WA DRAWIANT'llNGS OFR ONE SET F M WTEIAL FOR ONE YFM PR04 DATE TE .q'�i` B ME RRAM FALL MSF TE ALL AND BEGGARS FAMWM WN ME IOSIWG HE OLD)NOR ME ACCEPTANCE MIT AS-BUSH'gUWNCS WiM HE SET 6 MARKED UP PRP115 TO QENT/OffiffR AFTER .95'�b CONTRACTOR SMALL CHEIX AND VERFY ALL EMSIPJC CW pmOS AND DIMENSIONS M ME TEDD PRtlt i0 COMPLETION OF CONK A�)✓ I- 'A\ CWIMENCWG WORK AND SHALL REPORT ANY ASCREPMCIES RETAIN!DRAWINGS ANO FEUD CONDITIONS TD ME NOR on 07Se• Y /' ��g Lot Area AVCRTECT `�1'Y' —_ ] IN A RENOVATION OR RESTORATION PROJECT ALL DIMENSIONS AND CODITONS SHOWN ARE APPROAYATE,AS ALL QCQ" � P b�yYA>PW / Y \ `\ 0.480 ACRES = 20,925 SF NEW WDI MUST M AIN ALIGN WM EXISTING CONDITIONS ME CONTRACTOR SHALL DETERMINE ACIUk IMISNED 1 Y / V by il M Ll'' DUMB of CONSTRUCTION MATWC to HUM SIZES,ETC.BASED ON HIM IEA6UFEYFNIS ALL W ORDER RN JGN NOTE PROVIDE HARDWIRED,INTERCONNECTED SMOKE / VIE" q„?v /�"5F Mo ALI HEW m MSTING WORK. DETECTORS IN ALL BEDROOMS,AND IN HALLWAYS ` AW` L A�Ao B UN DETAILS Or USUALLY SHOWN OR SPECUED.BUT NECESSARY FOR PROPER CIXLSTRLCINN OF ANY PART \ I L®vR• ,/ L,c,wAY k \ \3 g y UP LIE WORK FOOL BE W0.uDED AS IF MY WERE INDICATED W ME DRAWN¢ OUTSIDE OF BEDROOMS,IN MECHANICAL ROOM,AND a U Existing I Story Frame House 9 ME CONTRACTOR SHALL LAY HT H5 OWN ON AND MALL PRWDE ALL DIMENSIONS BECOME FOR OWER AT FOOT OF BASEMENT STAIRS CARBON MONOXIDE / d++°'a� e a and Garage Coverage = 1,342 SF TRADES(RULING.OECTRUA.ETC) DETECTORS TO BE THROUGHOUT DWELLING PER NYS CODE 10 PLUMBING AND OECMCAL ON%ALL BE PERFORMED BY PERSONS LICENCED IN MOR TRMQ WIO STALL \ wA HN D' JAN ARR11 A`ONRACTOR OR AND 91ALL DO ALL IN S AND PATCHINGAMND REPARWC 0.5 REQUIRED i'3 PERFORM ALL GE THE aP4AOD 90-OFFsMAWsra � O1 pOroAA / i — � `.p Coverage 2 Story House WORK LOCATED H THE DRAWINGS AND ALL OTHER WORK MAY MAY BE REHIRED TO COMPLETE THE JOB \ yrn�°` .,dS R�eAge /i i FES »d(DECWI \ \m Coverage 1,158 SF 12 ME CONTRACTOR SHALL PROTECT AND BE RUN BLE FOR ME SITE AND ADMING PROPERTIES E RIDING DEMOLITION NOTES m STRUCTURES.PAVEREAMS SDEWIIXS STREETS.CORDS.IARDSCAPNG UTWTIQ ANO OPROtfMFNR WON ME AREA N CONMPLTOR MALL PERFORM AL OPERATIONS OF DEMCUIION AND IEIIWAL MINUTED ON ME MOM AD AS �,W�R 6 OPERATIONS UNDER THE CONTRACT ME CONTRACTION 9 U.MME NL lEGSBARY TEMPORARY CIDFURES, lMY BE RECNRED Br TALE WIRC ALLMOR(PIAL GE DHE CARFaR1Y A D NARY w A SYSEMAD MANNER ifA»�'Di�'a`YSrAnK NovAW PVA m 1yd N \ Existing Lot Coverage 2500 SF wY WARD RAMS,BAROUDQ LIC.M ADEQUATELY PROTECT ALL WOMMDL OCCUPANTS.AID ME PUBLIC FROM 2 ALL EIOSIwG SURFACES ARD FHIPAENT f0 REIVM SINE DE FUMY PROiECIFD FR W GAVAGE. RE COmWdTOR boa�� FV'-xLt e 2 L1$£ 60 dap d �,`L P059BW WARY IF NECESSARY,1EMPoRARY PROTECTION AND A CHAIN UNIT FENCE SALE BE CONSTRUCTED TO SHAIL ASSUVE FML RE9NUFRMY FOR DAMAGE ABU SOMAL COVE REPNRS REHIRED WITOUR ADDIIONAL COST 19 pAap° �`° (,y.tT' 0 R //" = 11 9% PREVENT UNAUTHORIZED ACCESS TO ME PROJECT SITE ME CONTRACTOR SBA.-BE RESPOWSBLE FOR ANY THE MER. W 'M S AAAY`�apsOnM .1q$ D, / VANDAUSM OR DAMAGE RESULTING FAIN UNAUINCIRafD ACCESS TO ME 97 FOR ME HRADH OF THE PROJECT 3 NO DBMS SHALL BE ALLOWED TD ACCUMULATE ON ME SITE DEBRIS SHUT BE REMOVED BY ME CONTRACTOR •� • /� �� Ap, npl�AMO-P 11 ALL EER SHALL BE KEPT RUDLY ACCESSIBLE ANO UNOBSTRUCTED AT ALL RHES AS ME JOB PROCEEDS lEGW.Y WSPOSE OF NARAWE OFF-SIZE ME SIZE SHVL GE LLGf BROOM CIFAN AT THE 5g q' p1M�'- end ,.US 50 H1ti /'W p4 1\ \ Previously approved 14 ALL PIPING ANO WANG SHALL BE REMOVED i0 A POINT OF CHCEAMFNT AND SHALL BE PROPERLY CAPPED OR COMPLETION UP DEYOUTKKt �\ i RY __mm PUZOD) 4 REMOVE OR RELOCATE ALL WRING,POWERS,AND MECHANICAL SHIPMENT AFFECTED BY REYWAL OF PIMONS \ gO F" i L AGF'N`- y La"I aA6 ZT proposed 1 Story Frame 15 CONTRACTOR SMALL PROVDE FOR UE LEGAL REMOVAL AND NSPOSTION OF FLEMISH AND DORM AND FH THE REMOVED PIPES AND OR LINES PALL BE CUT TO A FOUR OF CONCOWIENT BEHIND OR BMW ANN SURFACES AND ` Y Z�• i r CCA'- GR Ad' P GENERAL CIEWWG FOR ME FOR ME WRK110H OF ME PROECT THE 91E SHALL BE HEFT DAILY WITH ALL SHNL BE PIDPORY UPPED OR PWCCm WANTON EXISTING URITES TO ROLNN MO PROTECT AG90 DAMAGE \ $Zg GALT'6 `�X66 bn�� A ty�P / \ \ House and Garage Addition YATFMALS AN IDOLS STOPED N AN ORDERLY FASHION WW ALL NEMS BN OM SWEPT NO ALOIYIN.ITH OF DWT DUPING GMOMW DO NOT DQER0.UPT ENING BUILDING WWMS.EXCEPT WHEN ADIHOR®N WRITING BY LIE Z /' 1T$ (3 / j _ Coverage = 1,427 5 SF M BERMS SHAM BE PERWTTED UPON PRMCT COIRIEDON ME CONTRACTOR SINE IEAw ME NNEMISEB FREE _.Y\� 41g AND CLEAR OF ALL RUBBISH AND DEBRIS AND IN A BROOM SWEPT COMMON �ANIIGD ATED YECH4LUy ELECTRICAL qt SRUCNRAL awn CoNnicir WITH DEM0UnON REPORT ME ` e` / / 91 1A A ! 16 ALL E AGSED FlNI9®SURFACES SHALL BE TREATED,CLEARED VACUUMED OR PALSIED W ACCORDANCE WON NATURE AND EXEM OF ME CONFLICT TO THE ARCHITECT IN"MEN AC RATE DEAL PENDING RECUPT OF p9 D SI°ryrp /' RAUUACNREAS RECI MMEMUATHS p1SMUC110E,REARRANGE DEROLIIDN SCHEDULE TO MAINTAIN PROGRESS 17 OISTJABANCE OR DAMAGE RESULTING DIRECTLY OR WDRECRY FROM ME OPERATION OF ME CONTRACTOR 6 IF ASBESTOS CONTANINO MATERWS ORE ENCOUNTERED OR SUSPECTED HOMY OWNER AND CEASE DEMOUTON ` � iV� 5>Y asW N°L gaOp AAY> Previously approved WCLUMNG DAMAGE TO INNS PLARTINGS.OR DMSA LANDSCAPE ISYS MALL BE PROMPTLY RESTORED REPAIRED WORK IN WE AFFECTED ATEA UNTIL ARCHITECT AND/CR OWNER ISSUES WSTRUCTFN TO RESUME WORK pAaVAa bYMk $p g' _ Total Pro osed Lot Covera e = 2,585 5 SF IND/OR REPLACED 1D ME COAPIEIE SATSACTDN OF ME ARCXITECi AND OWNER AT NO ApDITIWAI COSI 10 ME i R YLZ eat /,/ P g OWNER �O 14 UNLESS a1XFRWiBE PRWOFD ME ARWIFLT MID ARGMECrS CpNAETMI$WCIMOWG FOIIPMENT r eti'� / ,mNYtea� = 123% YANLFALINER6 AND MER RFPRESdiATVES SHALL NAVE NO RESPONSRILIIY FOR ME DISCOVERY.PAESEAEE, m 1\ MPO HAULING.REMOVAL,DISPOSAL G.OR EXP091RE LY PERSONS M HAZARDOUS MATERIALS IN MY FORM Ai LIE PLUMBING AND DRAINAGE NOTES \ 5yi aAO`Wan PROJECT STE.THS NCWDQ Wi IS NOT LIFTED TO ASBESTOS.ASBESTOS PRODUCTS POLYCILORWAIED BIPHENYL I NL PLWONC WDKK SXALL BE INSUWFD N STRICT IQCOROM[E WM UE AEWtR1ENIS OF NEW YDIIX STALE r- `\ (POE).IEAD PANT CONTAMINANTS.OA ANY OTHER MMC SUBSTANCES OR CONTAMINATE SHHLD MY HAZARDOUS PLUMBING CODE AND ALL OTHER UMUGNE PROBLE OW NII AND WW REG CODES / MATERIA.BE ENCOUNTERED OR 97ECM TRE CONTRACTOR SHALL CEASE WORK IMMODAMLY AND RENEW ME L PLUNEWG CONMACMR i0 EYA9INE PROPOSED UYOUI WM REGARD TO EXISTING FEED CONDmoNS AND NOW PROJECT LODITONS WIN ME ARCHITECT Mp OWNER PRIOR TO PROCEEDING WM ANY WORK OF ME CONTRACT ARCHTIECT OF ANY DISCREPANCIES BETWEEN MCHUECWRAL DRAWINGS AND FOD COMMUNNs \ / Proposed Coverage of 1 PLAACE CONTRACTOR ENTS F ME ARCHITECT ABLE OF PINY PO'ISIONS i0 ME DIGITS WE i0 FlF1D CONOIIONS OR / M EXCAVATOR L N RN PRWC H TOM NOTA FALL M THE RESPONSIBILITY O"TO GENERA CON TRACTOR COMPLIANCE RTIH AEOVREIEWS OF ME APRICAELE CODES CW RAamR WALL NOTIFY ME LOU%M PRG pFPMMONT Mai AME G COMPANY VA ION PROCEDURES. DUKES. SOF 4 PLUMEPIG CONTRACTOR FALL ARRANGE AND OBTNN wEPECiDNS AND ALL AEOMCO SCR-OFFS. ,/ 2 story frame toryaddiframe ANY ROSE G LININGS AS UWIE%o AMI PADVFE PROIERN FOR SANE WANT dGVALL PRHE MIRES to existing 2 story frame 21 THESE DRAWINGS AS S.OEs GE S IM O ARE PROPERTY GE ME ARCHEtr MO MOLL NOT GE USED FtlR `\ - / house = 350 Sf ARCH BIARD T S.IS A WILATI W F TIE LAW OR y RMSPERS THEREOF GROSS UNDER IN DIRECTION OF ME ARCHITECT R IS A MOATION UM NNE UW FOR MY PERSON.INLLQ CONCEPTS. UNDER AS ND DESN OF ME O / ARCHITECT.TO A1ER TARS DOCUMENT M ANY WAY THE IIPORN.ATW,CONLFPIS IMUS AND DE9W CONTAINED IN ENERGY CODE COMPLIANCE MESE M M04TS ME PROTECTED BY UNTO STATES COPMIWT CAWS W / ,[ON 0 5' Y Total Proposed Lot Coverage = 2,935 5 SF 1 Toficationsbest are m comp'ancee,with theand Newprofessional York State Ene em Con emoG nplans Codeand a ,/' a Y � %111"0,Y�`' specifications compliance 9Y �\ \ / S�OM1 ma.. 0%111"01 = 14% y / / t 1g 1� OR" � td,,MnepM� Zi. ,off t YmFY N\ ` 1111� P`D'W Nays PROPOSED SITE PLAN NOTES: INFORMATION FOR THIS PLOT PLAN WAS TAKEN FROM A SURVEY PREPARED BY Scale 1" = 20' NATHAN TAFT CORWIN III LAND SURVEYOR JAMFSPORT NEW YORK DATED DECEMBER 22 1998 AND CERTIFIED TO FIDELTFY NATIONAL TITLE INSURANCE COMPANY OF NEW YORE:, NORTH NORTH FORK BANK,ROBERT J.TAPP,AND NICHOLAS ELLIS. 2 ISSUED FOR ZONING REVIEW 04/06/201 1 ISSUED FOR DOB RENEW 03/15/201 number Issued for date PRINT RECORD David Bruce Mann,Architect 122 Fast 55th Smeet New York,NY 10022 Tel(212)644-6416 Fait(212)644-6913 Client Dsm EUIOT1'RESIDENCE S..1a 27SWESTROADAS NOTED UECH COGUE NY 11935 I.— Fr- ride Sheet PROPOSED SITE PLAN SP-1 AND BUILDING NOTES 1 Site Data GENERAL NOTES ELECTRICAL NOTES 1. ALL WORK SHALL CONFORM TO ALL LAWS, RULES, AND REGULATIONS, INCLUDING REFERENCES STANDARDS, OF THE 1. EXAMINE DRAWINGS AND BECOME FULLY INFORMED OF THE EXTENT AND CHARACTER OF WORK TO BE PERFORMED. NEW YORK STATE BUILDING CODE, FIRE PREVENTION CODE, FIRE DEPARTMENT REGULATIONS, UTILITY COMPANY ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. REQUIREMENTS, AND THE BEST TRADE PRACTICES. ALL MATERIALS AND EQUIPMENT USED IN THE PROJECT SHALL 2. SUPPLY AND INSTALL ALL ITEMS, ARTICLES, MATERIALS, & OPERATIONS INCLUDING ALL LABOR, EQUIPMENT, CONFORM TO, AND HAVE APPROVALS IN ACCORDANCE WITH THE LOCAL MUNICIPALITY, ALL REFERENCE SUBCODES, AND MATERIALS, & TOOLS NECESSARY TO COMPLETE ALL SYSTEMS SHOWN ON DRAWINGS, RENDERING A COMPLETEW t Property Address WITH ANY OTHER PUBLIC AUTHORITIES OR AGENCIES OR AGENCIES HAVING JURISDICTION OVER THE PROJECT. INSTALLATION. t1 ��P ��o�, 2. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED CERTIFICATES OF INSURANCE WITH THE 3. OBTAIN ALL PERMITS REQUIRED. ARRANGE FOR INSPECTION OF THE WORK BY INSPECTION AUTHORITY, AND PAY ALL ` DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, AND PAY ALL FEES REQUIRED BY GOVERNING NEW YORK FEES. PROVIDE FINAL CERTIFICATE TO THE CLIENT/OWNER. ` 275 West Road, Cutchogue, Town of AGENCIES. 4. CONFORM TO THE REQUIREMENTS OF THE ELECTRICAL CODE AND THE RULES & BY-LAWS OF ALL AUTHORITIES1 Southold, Suffolk County, New York. 11935 3. THE CONTRACTOR SHALL BE LICENSED WITHIN THE COUNTY OF WORK, HAVING JURISDICTION. 4. THE CONTRACTOR SHALL PROVIDE WORKMEN'S COMPENSATION, LIABILITY, AND PROPERTY DAMAGE INSURANCES TO 5. ALL MATERIAL EQUIPMENT SHALL BE NEW, UL APPROVED, BEARING THE UL STAMP, AND BE COMMERCIAL GRADE 2a1�5 LIMITS AS REQUIRED BY THE LOCAL MUNICIPALITY AND /OR OWNER, AND SHALL BE RESPONSIBLE FOR OBTAINING AND UNLESS OTHERWISE NOTED. S.C. Tax No. 1000-110-07-11.1 PAYING FOR ANY AND ALL PERMITS REQUIRED BY THE LOCAL BUILDING DEPARTMENT AND ARRANGING FOR ALL 6. PROVIDE TEMPORARY ELECTRICAL POWER FOR THE WORK OF OTHER TRADES AS REQUIRED BY THE GENERAL �� / W `�fi REQUIRED NOTIFICATIONS, TESTINGS, INSPECTIONS, AND APPROVALS. CONTRACTOR. 'p T 5. THE CONTRACTOR UPON COMPLETION OF THE WORK, SHALL APPLY AND ARRANGE FOR DEPARTMENT OF BUILDINGS 7. PROVIDE TYPED CIRCUIT DIRECTORIES FOR PANELBOARDS. /' W INSPECTIONS AND SIGN-OFFS REQUIRED. 8. PROVIDE A CERTIFICATE OF GUARANTEE OF WORKMANSHIP AND MATERIAL FOR ONE YEAR FROM DATE OF t 6. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH THE EXISTING SITE CONDITIONS. THE ACCEPTANCE. SUBMIT "AS-BUILT" DRAWINGS WITH ONE SET OF MARKED UP PRINTS TO CLIENT/OWNER AFTER CONTRACTOR SHALL CHECK AND VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS IN THE FIELD PRIOR TO COMPLETION OF WORK. COMMENCING WORK, AND SHALL REPORT ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS TO THE ��5� . �- ' �IOI��SGti��, vel /� t �� Lot Area ARCHITECT. 7. IN A RENOVATION OR RESTORATION PROJECT, ALL DIMENSIONS AND CONDITIONS SHOWN ARE APPROXIMATE, AS ALL � 4LG��A �b,,cvvatet 0.480 ACRES = 20,925 SF NEW WORK MUST JOIN AND ALIGN WITH EXISTING CONDITIONS. THE CONTRACTOR SHALL DETERMINE ACTUAL FINISHED DETAILS OF CONSTRUCTION RELATING TO HEIGHTS, SIZES, ETC. BASED ON FIELD MEASUREMENTS, ALL IN ORDER TO JOIN NOTE: PROVIDE HARDWIRED, INTERCONNECTED SMOKE � p�'cabyp s�� °Ceety AND ALIGN NEW TO EXISTING WORK. DETECTORS IN ALL BEDROOMS, AND IN HALLWAYS P ea�Otis°�' /tee q2�S�`bces'ae"ee 8. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER CONSTRUCTION OF ANY PART ov 1 0 OF THE WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED ON THE DRAWINGS. OUTSIDE OF BEDROOMS, IN MECHANICAL ROOM, AND l'X'v beat°° S. ,ex � Existing 1 Story Frame House 9. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER AT FOOT OF BASEMENT STAIRS. CARBON MONOXIDE s, apt't°veai52 ' / ct'�m°ey 'N°°& W W `� V and Garage Coverage = 1,342 SF TRADES (PLUMBING, ELECTRICAL, ETC.) DETECTORS TO BE THROUGHOUT DWELLING PER NYS CODE. 10. PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY PERSONS LICENSOR IN THEIR TRADES, WHO SHALL ce»at CIAO y story e J 2SV {OVe'[ ARRANGE FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGN-OFFS. tin aatca Pte eac�WO cott`'g �'� erg too O it. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, AND REPAIRING AS REQUIRED TO PERFORM ALL OF THE r t�°'ie top°s eat°°tn oastO� k W '' Existing 2 Story House WORK INDICATED ON THE DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. `�Ouslya�p,0iascotY p �ueeb �� i i \ 5 2 ooaaec ✓ - QEMOLITION NOTES \ �' P� ca2 ve 5F Ke J i n A0. vv K \ Coverage 1,248 SF 12. THE CONTRACTOR SHALL PROTECT AND BE RESPONSIBLE FOR THE SITE AND ADJOINING PROPERTIES, BUILDING top a�{Ttt°rnab° e ��tbC 1 2 { g STRUCTURES, PAVEMENTS, SIDEWALKS, STREETS, CURBS, LANDSCAPING, UTILITIES, AND IMPROVEMENTS WITHIN THE AREA t °{p e• �� 0 1. CONTRACTOR SHALL PERFORM ALL OPERATIONS OF DEMOLITION AND REMOVAL INDICATED ON THE DRAWINGS AND AS {�. �stot'Y{tom, � � �ously �� 23• t _OF OPERATIONS UNDER THE CONTRACT. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY TEMPORARY CLOSURES, MAY BE REQUIRED BY THE WORK. ALL WORK SHALL BE DONE CAREFULLY AND NEATLY, IN A SYSTEMATIC MANNER. e7psunK a�`U`'�c i i p'Celo a ��' W Existing Lot Coverage - 2590 SF GUARD RAILS, BARRICADES, ETC., TO ADEQUATELY PROTECT ALL WORKMEN, OCCUPANTS, AND THE PUBLIC FROM 2. ALL EXISTING SURFACES AND EQUIPMENT TO REMAIN SHALL BE FULLY PROTECTED FROM DAMAGE. THE CONTRACTOR se 'Cove ti o{ Uou 'rn. app �st°n' g`C� SSE X04 POSSIBLE INJURY. IF NECESSARY, TEMPORARY PROTECTION AND A CHAIN LINK FENCE SHALL BE CONSTRUCTED TO SHALL ASSUME FULL RESPONSIBILITY FOR DAMAGE AND SHALL MAKE REPAIRS REQUIRED WITHOUT ADDITIONAL COST TO %o p osca 110W to 2 IV 6a yup PREVENT UNAUTHORIZED ACCESS TO THE PROJECT SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY THE OWNER. v� �4 praO n {in•� 08 P' / = 12.4% VANDALISM OR DAMAGE RESULTING FROM UNAUTHORIZED ACCESS TO THE SITE FOR THE DURATION OF THE PROJECT. 3, NO DEBRIS SHALL BE ALLOWED TO ACCUMULATE ON THE SITE. DEBRIS SHALL BE REMOVED BY THE CONTRACTOR �G t z Nay{acc e6ao 22.5 13. ALL EXITS SHALL BE KEPT READILY ACCESSIBLE AND UNOBSTRUCTED AT ALL TIMES. ,, r / tep sto p 3.2' 3 AS THE JOB PROCEEDS. LEGALLY DISPOSE OF MATERIALS OFF-SITE. THE SITE SHALL BE LEFT BROOM CLEAN AT THE d' � ..� q' t � �Sot�n' 14. ALL PIPING AND WRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR COMPLETION OF DEMOLITION. \ e 395rORY "�PN� m 'J"q �►} \ W Previously approved PLUGGED. 4. REMOVE OR RELOCATE ALL WIRING, PLUMBING, AND MECHANICAL EQUIPMENT AFFECTED BY REMOVAL OF PARTITIONS. a 5O i 1 AC' ovet �• 15. CONTRACTOR SHALL PROVIDE FOR THE LEGAL REMOVAL AND DISPOSITION OF RUBBISH AND DEBRIS, AND FOR THE t 1 r O`a E r { vet / 21 t ` proposed 1 Story Frame SHALL BEPROPERLYCCAPPED OR PLUGGED. MAINTAIINOIEXISTNGOUTILITII SE TOR MAN AND PROTECT t S Z / C C'P ki. `� 66 b c�st�p / °�ckstOop o. GENERAL CLEANING FOR THE FOR THE DURATION OF THE PROJECT. THE SITE SHALL BE LEFT DAILY WITH ALL � cO MATERIALS AND TOOLS STORED IN AN ORDERLY FASHION, WITH ALL AREAS BROOM 'SWEPT. NO ACCUMULATION OF DIRT \ 15 fn �j b /� ' ` House and Garage Addition DURING DEMOLITION. DO NOT INTERRUPT EXISTING BUILDING UTILITIES, EXCEPT WHEN AUTHORIZED IN WRITING BY THE Z 2 tY OR DEBRIS SHALL BE PERMITTED. UPON PROJECT COMPLETION, THE CONTRACTOR SHALL LEAVE THE PREMISES FREE ARCHITECT AND/OR OWNER. t ac / �. Coverage - 1,427.5 SF AND CLEAR OF ALL RUBBISH AND DEBRIS, AND IN A BROOM SWEPT CONDITION. 5. IF UNANTICIPATED MECHANICAL, ELECTRICAL OR STRUCTURAL ELEMENTS CONFLICT WITH DEMOLITION, REPORT THE �� / 16. ALL EXPOSED FINISHED SURFACES SHALL BE TREATED, CLEANED, VACUUMED, OR POLISHED IN ACCORDANCE WITH q 0 s ston / NATURE AND EXTENT OF THE CONFLICT TO THE ARCHITECT IN WRITTEN, ACCURATE DETAIL. PENDING RECEIPT OF MANUFACTURER'S RECOMMENDATIONS. INSTRUCTIONS, ice se 550 17, DISTURBANCE OR DAMAGE RESULTING DIRECTLY OR INDIRECTLY FROM THE OPERATION OF THE CONTRACTOR, 6F ASBESTOSCONTAININGAREDENCOUNTERED IORPRSOUSPECTED, NOTIFY OWNER AND CEASE DEMOLITION ON Previously nkv% / k {„�• o °{°vet Pt°�{taR'e ' INCLUDING DAMAGE TO LAWNS, PLANTINGS, OR OTHER LANDSCAPE ITEMS, SHALL BE PROMPTLY RESTORED, REPAIRED, t et atae s{y tO stoop �v°° n Previousl approved WORK IN THE AFFECTED AREA UNTIL ARCHITECT AND/OR OWNER ISSUES INSTRUCTION TO RESUME WORK. et / g 202 Prete°u buck P aaat y PP AND/OR REPLACED TO THE COMPLETE SATISFACTION OF THE ARCHITECT AND OWNER AT NO ADDITIONAL COST TO THE t / i fl• tOvea `' OWNER. i 22.2 app °Seal ceoa'C ce Total Proposed Lot Coverage = 2,675.5 SF 19. UNLESS OTHERWISE PROVIDED, THE ARCHITECT AND ARCHITECT'S CONSULTANTS, INCLUDING EQUIPMENT \ 'e-0 oy�a / MANUFACTURERS AND THEIR REPRESENTATIVES, SHALL HAVE NO RESPONSIBILITY FOR THE DISCOVERY, PRESENCE, t aet� e Scot9.oma PLUMBING AND DRAINAGE NOTES FTs din HANDLING, REMOVAL, DISPOSAL OF, OR EXPOSURE OF PERSONS TO HAZARDOUS MATERIALS IN ANY FORM AT THE � t \ v,*:.� 'y3� as = 12.78% PROJECT SITE. THIS INCLUDES, BUT IS NOT LIMITED TO: ASBESTOS, ASBESTOS PRODUCTS, POLYCHLORINATED BIPHENYL 1. ALL PLUMBING WORK SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF NEW YORK STATE t- /J AND ALL OTHER APPLICABLE COUNTY AND MUNICIPAL CODES. (PCB), LEAD PAINT CONTAMINANTS, OR ANY OTHER TOXIC SUBSTANCES OR CONTAMINATE. SHOULD ANY HAZARDOUS PLUMBING CODE, i� MATERIAL BE ENCOUNTERED OR SUSPECTED, THE CONTRACTOR SHALL CEASE WORK IMMEDIATELY AND REVIEW THE 2• PLUMBING CONTRACTOR TO EXAMINE PROPOSED LAYOUT WITH REGARD TO EXISTING FIELD CONDITIONS, AND NOTIFY PROJECT CONDITIONS WITH THE ARCHITECT AND OWNER PRIOR TO PROCEEDING WITH ANY WORK OF THE CONTRACT. ARCHITECT OF ANY DISCREPANCIES BETWEEN ARCHITECTURAL DRAWINGS AND FIELD CONDITIONS. 20. EXCAVATION FOR UTILITY PIPING OR FOUNDATIONS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 3. PLUMBING CONTRACTOR SHALL INFORM ARCHITECT OF ANY REVISIONS TO THE PLANS DUE TO FIELD CONDITIONS OR \ / Proposed Coverage of CONTRACTOR SHALL NOTIFY THE LOCAL BUILDING DEPARTMENT AND/OR UTILITY COMPANY TO DETERMINE LOCATIONS OF COMPLIANCE (TH REQUIREMENTS OF THE APPLICABLE CODES.CONTRACTOR SHALL A RANGE AND O TAIN INSPECTIONS AND ALL REQUIRED SIGN-OFFS. \ t 2 story frame addition 4. PLUMBING ANY EXISTING UNDERGROUND UTILITIES, AND PROVIDE PROTECTION FOR SAME DURING EXCAVATION PROCEDURES. �/ to existing 2 story frame 21. THESE DRAWINGS AS ARTICLES OF SERVICE ARE PROPERTY OF THE ARCHITECT AND SHALL NOT BE USED FOR OTHER BUILDINGS, PROJECTS, OR PROPOSALS, OR PORTIONS THEREOF UNLESS SPECIFICALLY APPROVED BY THE J� �� house = 275 Sf ARCHITECT. IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE ARCHITECT, TO ALTER THIS DOCUMENT IN ANY WAY. THE INFORMATION, CONCEPTS, IDEAS, AND DESIGN CONTAINED IN ENERGY CODE COMPLIANCEO t - THESE DOCUMENTS ARE PROTECTED BY UNITED STATES COPYRIGHT LAWS. \ / 1. To the best of my knowledge, belief, and professional judgement, these plans and �` \ t - �w �5� cesyrel Total Proposed Lot Coverage = 29,505 SF specifications are in compliance with the New York State Energy Conservation Code :t \ t 2•• Z�1�• 5o w taw stoke a� t soT'i'y'eaby p = 14% l�'ptove t ac \11 t 3rk.5 t �4c,P1�1� Jbyew'atiei \ t \ aoc soppjeab`J p t . \ t we ltmpt W t \ t (D-EsVi P 0 SESITE PLAN NOTES: INFORMATION FOR THIS PLOT PLAN WAS TAKEN FROM A SURVEY PREPARED BY 1" = 20' NATHAN TAFT CORWIN III LAND SURVEYOR JAMESPORT NEW YORK DATED DECEMBER 22 1998 AND CERTIFIED TO FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK, NORTH NORTH FORK BANK, ROBERT J. TAPP, AND NICHOLAS ELLIS. -b�tY4AlHln'p.. kD 1 ISSUED FOR DOB REVIEW 03/15/2016 number issued for date PRINT RECORD .David Bruce Mann, Architect 122 East 55th Street New York,NY 10022 Tel(212)644-6416 Fax(212)644-6913 Client Date ELLIOTT RESIDENCE Scale 275 NVEST ROAD AS NOTED CTJTCHOGTJE NY 11935 Drawn By h'itle Sheet PROPOSED SITE PLAN C+�_1 1 AND BUILDING NOTES S NOTES AND LEGEND NEW WALL CONSTRUCTION EXISTING CONSTRUCTION TO REMAIN we CL SEE STRUCTURAL DRAWINGS FOR FURTHER INFORMATION BATH Shower � CL LSD. I ,y GREAT ROOM Ref. I ,/ GARAGE BED ROOM — — — — — — — — — — — — — — �I O — — — — — — — — — — — — Q Rage ' xist. Exist. Tub BATH L Sink D.W. — — Exist. 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Bldg Dept cop fro I E ;_._1 _ _ _ _- - Final review m ZBA i?l 7 ed doc l. !._ __ . .._!..._..;.f...?.t....�..., _ i_._ .z...! .:_.1..`".....' - �� ZBA F ,}�ments E "T : i" Cis t0 t I I , y_ r .,.i.._.:.. _ t._.1_..�...__f._..,- i-,.,}„_;,...t,.,__!_..,..!.. + t�_ ! I -,j,,i__.i _ ! _ _.�_._ i r , ry...-. , i _ f s I I Wi f t i � i I C t I ,` , ( { �..+., N�C t, owe- t ! i. L r A : 1 t ( i f t I , 1 ,- , *`--r-i � ; *`--r-. .,._"r--r-`-=-�� -{ ''--t �--tl -s�r_c--- ; _ ; ( , 1 7 f t i + ( f i ,___�S-,_�1 -i r 1 ISSUED FOR ZONING REVIEW 07/18/201 number issued for date PRINT RECORD PROPOSED EAST ELEVATION David Bruce Mann, Architect PROPOSE��l UTH ELEVATION 122 East 55th Street NeScale 1/9�" 0" Scale 1/4" = 1 -0 �� w York,NY 10022 Tel(212)644-6416 Fax(212)644-6913 Client Date ELLIOTT RESIDENCE Scale 275 WEST ROAD AS NOTED CUTCHOGUE NY 11935 Drawn By JCPV Title Sheet PROPOSED EXTERIOR A _� ELEVATIONS ri Site Data GENERAL NOTES ELECTRICAL NOTES 1. ALL WORK SHALL CONFORM TO ALL LAWS, RULES, AND REGULATIONS, INCLUDING REFERENCES STANDARDS, OF THE 1. EXAMINE DRAWINGS AND BECOME FULLY INFORMED OF THE EXTENT AND CHARACTER OF WORK TO BE PERFORMED. NEW YORK STATE BUILDING CODE, FIRE PREVENTION CODE, FIRE DEPARTMENT REGULATIONS, UTILITY COMPANY ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. REQUIREMENTS, AND THE BEST TRADE PRACTICES. ALL MATERIALS AND EQUIPMENT USED IN THE PROJECT SHALL 2. SUPPLY AND INSTALL ALL ITEMS, ARTICLES, MATERIALS, & OPERATIONS INCLUDING ALL LABOR, EQUIPMENT, \ \ Property Address CONFORM TO, AND HAVE APPROVALS IN ACCORDANCE WITH THE LOCAL MUNICIPALITY, ALL REFERENCE SUBCODES, AND MATERIALS, & TOOLS NECESSARY TO COMPLETE ALL SYSTEMS SHOWN ON DRAWINGS, RENDERING A COMPLETE WITH ANY OTHER PUBLIC AUTHORITIES OR AGENCIES OR AGENCIES HAVING JURISDICTION OVER THE PROJECT. INSTALLATION. 2. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED CERTIFICATES OF INSURANCE WITH THE 3. OBTAIN ALL PERMITS REQUIRED. ARRANGE FOR INSPECTION OF THE WORK BY INSPECTION AUTHORITY, AND PAY ALL DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, AND PAY ALL FEES REQUIRED BY GOVERNING NEW YORK FEES. PROVIDE FINAL CERTIFICATE TO THE CLIENT/OWNER. \ 275 West Road, Cutchogue, Town of AGENCIES. 4. CONFORM TO THE REQUIREMENTS OF THE ELECTRICAL CODE AND THE RULES & BY-LAWS OF ALL AUTHORITIES 3. THE CONTRACTOR SHALL BE LICENSED WITHIN THE COUNTY OF WORK. HAVING JURISDICTION. ' Southold, Suffolk County, New York. 11935 4. THE CONTRACTOR SHALL PROVIDE WORKMEN'S COMPENSATION, LIABILITY, AND PROPERTY DAMAGE INSURANCES TO 5. ALL MATERIAL EQUIPMENT SHALL BE NEW, UL APPROVED, BEARING THE UL STAMP, AND BE COMMERCIAL GRADE LIMITS AS REQUIRED BY THE LOCAL MUNICIPALITY AND /OR OWNER, AND SHALL BE RESPONSIBLE FOR OBTAINING AND UNLESS OTHERWISE NOTED. PAYING FOR ANY AND ALL PERMITS REQUIRED BY THE LOCAL BUILDING DEPARTMENT AND ARRANGING FOR ALL 6. PROVIDE TEMPORARY ELECTRICAL POWER FOR THE WORK OF OTHER TRADES AS REQUIRED BY THE GENERAL / J \ \ S.C. Tax No. 1000-110-07-11.1 REQUIRED NOTIFICATIONS, TESTINGS, INSPECTIONS, AND APPROVALS. CONTRACTOR. 5. THE CONTRACTOR UPON COMPLETION OF THE WORK, SHALL APPLY AND ARRANGE FOR DEPARTMENT OF BUILDINGS 7. PROVIDE TYPED CIRCUIT DIRECTORIES FOR PANELBOARDS. G "1 INSPECTIONS AND SIGN-OFFS REQUIRED. 8. PROVIDE A CERTIFICATE OF GUARANTEE OF WORKMANSHIP AND MATERIAL FOR ONE YEAR FROM DATE OF 6. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH THE EXISTING SITE CONDITIONS. THE ACCEPTANCE. SUBMIT "AS-BUILT" DRAWINGS WITH ONE SET OF MARKED UP PRINTS TO CLIENT/OWNER AFTER CONTRACTOR SHALL CHECK AND VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS IN THE FIELD PRIOR TO COMPLETION OF WORK. COMMENCING WORK, AND SHALL REPORT ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS TO THEae / / v� \ ARCHITECT. �101� O�Gti el pt°pose 1920 S / ' ^� \ Lot Area 7. IN A RENOVATION OR RESTORATION PROJECT, ALL DIMENSIONS AND CONDITIONS SHOWN ARE APPROXIMATE, AS ALL R�Gp,1� Jbycv*a�t tw°eebeat°°m / � \ O 0.480 ACRES = 20,925 SF NEW WORK MUST JOIN AND ALIGN WITH EXISTING CONDITIONS. THE CONTRACTOR SHALL DETERMINE ACTUAL FINISHED \ DETAILS OF CONSTRUCTION RELATING TO HEIGHTS, SIZES, ETC. BASED ON FIELD MEASUREMENTS, ALL IN ORDER TO JOIN NOTE; PROVIDE HARDWIRED, INTERCONNECTED SMOKE / Q�P+S� N,edbypS, eU \ AND ALIGN NEW TO EXISTING WORK. DETECTORS IN ALL BEDROOMS, AND IN HALLWAYS 4� t°veaotsJ4p / \ 8. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OUTSIDE OF BEDROOMS, IN MECHANICAL ROOM, AND OF THE WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED ON THE DRAWINGS. \ �,tnp ey fists a eck �� \ \ 3 Existing 1 Story Frame North 9. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER AT FOOT OF BASEMENT STAIRS. CARBON MONOXIDE / ° I w°° \ °b. V House and Garage Coverage = 1,342 SF TRADES (PLUMBING, ELECTRICAL, ETC.) DETECTORS TO BE THROUGHOUT DWELLING PER NYS CODE. \ exis 'g°ne 9 ' 10. PLUMB,NG AND ELECTRICAL WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL °sed e C ce ARRANGE FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGN-OFFS. \ prop 9p3 SF°°etY� / _ \entt ' took°tOn °0 0 11. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, AND REPAIRING AS REQUIRED TO PERFORM ALL OF THE st°n Coctag.• s 2na ck �� \ \ d Existing 2 Story South House WORK INDICATED ON THE DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. beatO° Waa,e° / ' / \ A05^�,�,�,. aa pECK� o Coverage = 1,158 SF 12. THE CONTRACTOR SHALL PROTECT AND BE RESPONSIBLE FOR THE SITE AND ADJOINING PROPERTIES, BUILDING DEMOLITION NOTES \ image ori R`j� SSE p. 68� STRUCTURES, PAVEMENTS, SIDEWALKS, STREETS, CURBS, LANDSCAPING, UTILITIES, AND IMPROVEMENTS WITHIN THE AREA 1. CONTRACTOR SHALL PERFORM ALL OPERATIONS OF DEMOLITION AND REMOVAL INDICATED ON THE DRAWINGS AND AS \ / �� st �O O gd \ OF OPERATIONS UNDER THE CONTRACT. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY TEMPORARY CLOSURES, MAY BE REQUIRED BY THE WORK. ALL WORK SHALL BE DONE CAREFULLY AND NEATLY, IN A SYSTEMATIC MANNER. i ' prop°Sea wt° 2 S� TO 2 \ ExistingLot Coverage = 2500 SF GUARD RAILS, BARRICADES, ETC., TO ADEQUATELY PROTECT ALL WORKMEN, OCCUPANTS, AND THE PUBLIC FROM 2. ALL EXISTING SURFACES AND EQUIPMENT TO REMAIN SHALL BE FULLY PROTECTED FROM DAMAGE. THE CONTRACTOR bay w^°ao;snng �� SO PSS pR °p o, \ g POSSIBLE INJURY. IF NECESSARY, TEMPORARY PROTECTION AND A CHAIN LINK FENCE SHALL BE CONSTRUCTED TO SHALL ASSUME FULL RESPONSIBILITY FOR DAMAGE AND SHALL MAKE REPAIRS REQUIRED WITHOUT ADDITIONAL COST TO /i �O lace eX ° 1`� 9 n. cep top st, 1�' 6. 1 PREVENT UNAUTHORIZED ACCESS TO THE PROJECT SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY THE OWNER. / �4 as°n0 s W ON fW�- 6a, $ � \ = 11.9% VANDALISM OR DAMAGE RESULTING FROM UNAUTHORIZED ACCESS TO THE SITE FOR THE DURATION OF THE PROJECT. 3. NO DEBRIS SHALL BE ALLOWED TO ACCUMULATE ON THE SITE. DEBRIS SHALL BE REMOVED BY THE CONTRACTOR o , 2S' m d �' 22.5 \ 13. ALL EXITS SHALL BE KEPT READILY ACCESSIBLE AND UNOBSTRUCTED AT ALL TIMES. \ r / s 515 3.2' 3. AS THE JOB PROCEEDS. LEGALLY DISPOSE OF MATERIALS OFF-SITE. THE SITE SHALL BE LEFT BROOM CLEAN AT THE � � i q �E r? � eU 14. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR COMPLETION OF DEMOLITION. g9. ORY SE `- 255 5� d� 602 / [� \ Proposed 1 Story Frame PLUGGED. 4. REMOVE OR RELOCATE ALL WIRING, PLUMBING, AND MECHANICAL EQUIPMENT AFFECTED BY REMOVAL OF PARTITIONS. p \^d , gO ls� �1VOv vei �, rt a� \ P Y 15. CONTRACTOR SHALL PROVIDE FOR THE LEGAL REMOVAL AND DISPOSITION OF RUBBISH AND DEBRIS, AND FOR THE \ l ovs r'� a too,°st°°p `- of Duet / / t REMOVED PIPES AND OR LINES SHALL BE CUT TO A POINT OF CONCEALMENT BEHIND OR BELOW FINISH SURFACES, AND o \ d 2 C,pu� \ North House and Garage GENERAL CLEANING FOR THE FOR THE DURATION OF THE PROJECT. THE SITE SHALL BE LEFT DAILY WITH ALL SHALL BE PROPERLY CAPPED OR PLUGGED. MAINTAIN EXISTING UTILITIES TO REMAIN AND PROTECT AGAINST DAMAGE '� Cj Za A {�. 66 beck t° stoop MATERIALS AND TOOLS STORED IN AN ORDERLY FASHION, WITH ALL AREAS BROOM SWEPT. NO ACCUMULATION OF DIRT DURING DEMOLITION. DO NOT INTERRUPT EXISTING BUILDING UTILITIES, EXCEPT WHEN AUTHORIZED IN WRITING BY THE �\ \ 2 / 2\5 (.n• brck / ' \ Addition Coverage = 1,427.5 SF OR DEBRIS SHALL BE PERMITTED. UPON PROJECT COMPLETION, THE CONTRACTOR SHALL LEAVE THE PREMISES FREE ARCHITECT AND/OR OWNER. \ Wae / 21'2 eU• AND CLEAR OF ALL RUBBISH AND DEBRIS, AND IN A BROOM SWEPT CONIDITION. 5. IF UNANTICIPATED MECHANICAL, ELECTRICAL OR STRUCTURAL ELEMENTS CONFLICT WITH DEMOLITION, REPORT THE via- \ / / 9.2 24 �x,st eov t 16. ALL EXPOSED FINISHED SURFACES SHALL BE TREATED, CLEANED, VACUUMED, OR POLISHED IN ACCORDANCE WITH NATURE AND EXTENT OF THE CONFLICT TO THE ARCHITECT IN WRITTEN, ACCURATE DETAIL. PENDING RECEIPT OF `l9 0 / n Wct10 2 stot9 / MANUFACTURER'S RECOMMENDATIONS. INSTRUCTIONS, REARRANGE DEMOLITION SCHEDULE TO MAINTAIN PROGRESS. \ vb�j „ �ve�4iea oposea e 550 \ erg vet be pt / Proposed 2 story frame 17. DISTURBANCE OR DAMAGE RESULTING DIRECTLY OR INDIRECTLY FROW THE OPERATION OF THE CONTRACTOR, 6. IF ASBESTOS CONTAINING MATERIALS ARE ENCOUNTERED OR SUSPECTED, NOTIFY OWNER AND CEASE DEMOLITION \ e�°stet / r+ age fin• o eat roof o tOop w°°a£tnor p y INCLUDING DAMAGE TO LAWNS, PLANTINGS, OR OTHER LANDSCAPE ITEMS„ SHALL BE PROMPTLY RESTORED, REPAIRED, WORK IN THE AFFECTED AREA UNTIL ARCHITECT AND/OR OWNER ISSUES INSTRUCTION TO RESUME WORK. e / 262 propos e becks SF Wad o South House with addition AND/OR REPLACED TO THE COMPLETE SATISFACTION OF THE ARCHITECT AND OWNER AT NO ADDITIONAL COST TO THE \ / ,�' 222 stotyft� e»� / Coverage = 1 533 Sf OWNER. g a aajeon c cc 19. UNLESS OTHERWISE PROVIDED, THE ARCHITECT AND ARCHITECT'S CONSULTANTS, INCLUDING EQUIPMENT MANUFACTURERS AND THEIR REPRESENTATIVES, SHALL HAVE NO RESPONSIBILITY FOR THE DISCOVERY, PRESENCE, o? Ura e HANDLING, REMOVAL, DISPOSAL OF, OR EXPOSURE OF PERSONS TO HAZARDOUS MATERIALS IN ANY FORM AT THE PLUMBING AND DRAINAGE NOTES \ \ tette` g33 PROJECT SITE. THIS INCLUDES, BUT IS NOT LIMITED TO: ASBESTOS, ASBESTOS PRODUCTS, POLYCHLORINATED BIPHENYL 1. ALL PLUMBING WORK SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF NEW YORK STATE / PLUMBING CODE, AND ALL OTHER APPLICABLE COUNTY AND MUNICIPAL CODES. 2,960.5 SF (PCB), LEAD PAINT CONTAMINANTS, OR ANY OTHER TOXIC SUBSTANCES OR CONTAMINATE. SHOULD ANY HAZARDOUS \ 2. PLUMBING CONTRACTOR TO EXAMINE PROPOSED LAYOUT WITH REGARD TO EXISTING FIELD CONDITIONS, AND NOTIFY / � Total Proposed Lot Coverage = MATERIAL BE ENCOUNTERED OR SUSPECTED, THE CONTRACTOR SHALL CEASE WORK IMMEDIATELY AND REVIEW THE ARCHITECT OF ANY DISCREPANCIES BETWEEN ARCHITECTURAL DRAWINGS AND FIELD CONDITIONS. \ eU• �' / PROJECT CONDITIONS WITH THE ARCHITECT AND OWNER PRIOR TO PROCEEDING WITH ANY WORK OF THE CONTRACT. 3. PLUMBING CONTRACTOR SHALL INFORM ARCHITECT OF ANY REVISIONS TO THE PLANS DUE TO FIELD CONDITIONS OR \ sw acs^n°nt° / ' = 14% 20. EXCAVATION FOR UTILITY PIPING OR FOUNDATIONS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. COMPLIANCE WITH REQUIREMENTS OF THE APPLICABLE CODES. CONTRACTOR SHALL NOTIFY THE LOCAL BUILDING DEPARTMENT AND/OR (UTILITY COMPANY TO DETERMINE LOCATIONS OF \ �Wct f'ea / 4. PLUMBING CONTRACTOR SHALL ARRANGE AND OBTAIN INSPECTIONS AND ALL REQUIRED SIGN-OFFS. ANY EXISTING UNDERGROUND UTILITIES, AND PROVIDE PROTECTION FOR SAME DURING EXCAVATION PROCEDURES. \ \bevefl ,k 21. THESE DRAWINGS AS ARTICLES OF SERVICE ARE PROPERTY OF THE ARCHITECT AND SHALL NOT BE USED FOR OTHER BUILDINGS, PROJECTS, OR PROPOSALS, OR PORTIONS THEREOF UNLESS SPECIFICALLY APPROVED BY THE ARCHITECT. IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ,ACTING UNDER THE DIRECTION OF THE ARCHITECT, TO ALTER THIS DOCUMENT IN ANY WAY. THE INFORMATION, CONCEPTS, IDEAS, AND DESIGN CONTAINED IN ENERGY CODE COMPLIANCE THESE DOCUMENTS ARE PROTECTED BY UNITED STATES COPYRIGHT LAWS;. 1. To the best of my knowledge, belief, and professional judgement, these plans and specifications are in compliance with the New York State Energy Conservation Code \ W ve `y gSY�' �bvr- \ \ / Tz 2 ge0 ovle of Sopp 2 \ \ / � � l�'ptovea� \ fin•Daae / / \ tet� \ \ ��Y sopp�jeaby p t \ oj�R 0 P 0 S E D SITE PLAN NOTES: INFORMATION FOR THIS PLOT PLAN WAS TAKEN FROM A SURVEY PREPARED BY Scale 1" = 20' NATHAN TAFT CORWIN III LAND SURVEYOR JAMESPORT NEW YORK DATED DECEMBER 22 1998 AND CERTIFIED TO FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK, NORTH NORTH FORK BANK, ROBERT J. TAPP, AND NICHOLAS ELLIS. Bldg Dept copy from ZBA Final reviewed oc men s ZBA File # •v � Date: 0 Me-. S)-bo/ C f) 1 ISSUED FOR ZONING REVIEW 07/18/201 number issued for date PRINT RECORD David Bruce Mann, Architect 122 East 55th Street New York,NY 10022 Tel(212)644-6416 Fax(212)644-6913 Client Date ELLIOT'T RESIDENCE Scale 275 WEST ROAD AS NOTED CUTCHOGUE NY 11935 Drawn By Tide Sheet PROPOSED SITE PLAN AND BUILDING NOTES SP-I GENERAL NOTES ELECTRICAL NOTES \ \` Site Data 1. ALL WORK SHALL CONFORM TO ALL LAWS, RULES, AND REGULATIONS, INCLUDING REFERENCES STANDARDS, OF THE 1. EXAMINE DRAWINGS AND BECOME FULLY INFORMED OF THE EXTENT AND CHARACTER OF WORK TO BE PERFORMED. NEW YORK STATE BUILDING CODE, FIRE PREVENTION CODE, FIRE DEPARTMENT REGULATIONS, UTILITY COMPANY ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. REQUIREMENTS, AND THE BEST TRADE PRACTICES. ALL MATERIALS AND EQUIPMENT USED IN THE PROJECT SHALL 2. SUPPLY AND INSTALL ALL ITEMS, ARTICLES, MATERIALS, & OPERATIONS INCLUDING ALL LABOR, EQUIPMENT, CONFORM TO, AND HAVE APPROVALS IN ACCORDANCE WITH THE LOCAL MUNICIPALITY, ALL REFERENCE SUBCODES, AND MATERIALS, & TOOLS NECESSARY TO COMPLETE ALL SYSTEMS SHOWN ON DRAWINGS, RENDERING A COMPLETE , Property Address WITH ANY OTHER PUBLIC AUTHORITIES OR AGENCIES OR AGENCIES HAVING JURISDICTION OVER THE PROJECT, INSTALLATION. 2. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED CERTIFICATES OF INSURANCE WITH THE 3. OBTAIN ALL PERMITS REQUIRED. ARRANGE FOR INSPECTION OF THE WORK BY INSPECTION AUTHORITY, AND PAY ALL ' DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, AND PAY ALL FEES REQUIRED BY GOVERNING NEW YORK FEES. PROVIDE FINAL CERTIFICATE TO THE CLIENT/OWNER. , ' 275 West Road, Cutchogue, Town of AGENCIES. 4. CONFORM TO THE REQUIREMENTS OF THE ELECTRICAL CODE AND THE RULES & BY-LAWS OF ALL AUTHORITIES 3. THE CONTRACTOR SHALL BE LICENSED WITHIN THE COUNTY OF WORK. HAVING JURISDICTION. / ' Southold, Suffolk County, New York. 11935 4. THE CONTRACTOR SHALL PROVIDE WORKMEN'S COMPENSATION, LIABILITY, AND PROPERTY DAMAGE INSURANCES TO 5. ALL MATERIAL EQUIPMENT SHALL BE NEW, UL APPROVED, BEARING THE UL STAMP, AND BE COMMERCIAL GRADE c- LIMITS AS REQUIRED BY THE LOCAL MUNICIPALITY AND /OR OWNER, AND SHALL BE RESPONSIBLE FOR OBTAINING AND UNLESS OTHERWISE NOTED. PAYING FOR ANY AND ALL PERMITS REQUIRED BY THE LOCAL BUILDING DEPARTMENT AND ARRANGING FOR ALL 6. PROVIDE TEMPORARY ELECTRICAL POWER FOR THE WORK OF OTHER TRADES AS REQUIRED BY THE GENERAL t S.C. Tax No. 1000-110-07-11.1 REQUIRED NOTIFICATIONS, TESTINGS, INSPECTIONS, AND APPROVALS. CONTRACTOR. �`g 5. THE CONTRACTOR UPON COMPLETION OF THE WORK, SHALL APPLY AND ARRANGE FOR DEPARTMENT OF BUILDINGS 7. PROVIDE TYPED CIRCUIT DIRECTORIES FOR PANELBOARDS. / \ 8. PROVIDE A CERTIFICATE OF GUARANTEE OF WORKMANSHIP AND MATERIAL FOR ONE YEAR FROM DATE OF t �y I C��1�C o INSPECTIONS AND SIGN-OFFS REQUIRED. 1 6. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH THE EXISTING SITE CONDITIONS. THE ACCEPTANCE. SUBMIT "AS-BUILT" DRAWINGS WITH ONE SET OF MARKED UP PRINTS TO CLIENT/OWNER AFTER S ON / CONTRACTOR SHALL CHECK AND VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS IN THE FIELD PRIOR TO COMPLETION OF WORK. I O~ 'el too `" e r` \ .56 COMMENCING WORK, AND SHALL REPORT ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS TO THE �� C��1 ub1�c+ `etl„ �92�5��,�s�ae�e/ �"�'` O ARCHITECT. � � ljeatpOm� Ex`s`' Lot Area 7. IN A RENOVATION OR RESTORATION PROJECT, ALL DIMENSIONS AND CONDITIONS SHOWN ARE APPROXIMATE, AS ALL �S, co`ealo`S10 NEW WORK MUST JOIN AND ALIGN WITH EXISTING CONDITIONS. THE CONTRACTOR SHALL DETERMINE ACTUAL FINISHED \ 0.480 ACRES = 20,925 SF DETAILS OF CONSTRUCTION RELATING TO HEIGHTS, SIZES, ETC. BASED ON FIELD MEASUREMENTS, ALL IN ORDER TO JOIN NOTE: PROVIDE HARDWIRED, INTERCONNECTED SMOKE �tt1°eY AND ALIGN NEW TO EXISTING WORK. DETECTORS IN ALL BEDROOMS, AND IN HALLWAYS ` / Ch I tN°°ad ` 8. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OUTSIDE OF BEDROOMS, IN MECHANICAL ROOM, AND V OF THE WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED ON THE DRAWINGS. \ 51 �pPT°`ea1�52 ce»aY \ \ Existing 1 Story Frame House 9. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER AT FOOT OF BASEMENT STAIRS. CARBON MONOXIDE e1 YYeAp°'d�tio stovy Cotave / _ tt�vee o{o`ei o g y _ TRADES (PLUMBING, ELECTRICAL, ETC.) DETECTORS TO BE THROUGHOUT DWELLING PER ICC 2015 CODE. ` rrnea ,°Pose ate,°m men °�as�O� , and Garage Coverage - 1,342 SF 10. PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL \ rte�oos�se�2ndst` 9F tbYeel�e i Ap5 �ooaaec ` co ARRANGE FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGN-OFFS. 0 Ilio / �pFCK� 2 11. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, AND REPAIRING AS REQUIRED TO PERFORM ALL OF THE °{(�to�ad,t�°» �, e w�t� / , C $a� 1 Existing 2 Story House WORK INDICATED ON THE DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. e. $to 1c ' / p = 12. THE CONTRACTOR SHALL PROTECT AND BE RESPONSIBLE FOR THE SITE AND ADJOINING PROPERTIES, BUILDING {ems g1de /Te��oUsd 1�� 23 Coverage 1,158 SF DEMOLITION NOTES i �' e st Ii`; , f STRUCTURES, PAVEMENTS, SIDEWALKS, STREETS, CURBS, LANDSCAPING, UTILITIES, AND IMPROVEMENTS WITHIN THE AREA 1. CONTRACTOR SHALL PERFORM ALL OPERATIONS OF DEMOLITION AND REMOVAL INDICATED ON THE DRAWINGS AND AS se / �6 Cove 1 stogy e11 2 SAO O��S� Too 0 OF OPERATIONS UNDER THE CONTRACT. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY TEMPORARY CLOSURES, s. C°1jW. N`° a�'1` �' 68 1� _ MAY BE REQUIRED BY THE WORK. ALL WORK SHALL BE DONE CAREFULLY AND NEATLY, IN A SYSTEMATIC MANNER. � � � � P N+'tocl° •,n. {�o• •O$ �' � t Existing Lot Coverage 2500 SF GUARD RAILS, BARRICADES, ETC., TO ADEQUATELY PROTECT ALL WORKMEN„ OCCUPANTS, AND THE PUBLIC FROM 2. ALL EXISTING SURFACES AND EQUIPMENT TO REMAIN SHALL BE FULLY PROTECTED FROM DAMAGE. THE CONTRACTOR r s 4�S' h`y lace eX1sa1�K g POSSIBLE INJURY. IF NECESSARY, TEMPORARY PROTECTION AND A CHAIN LINK FENCE SHALL BE CONSTRUCTED TO SHALL ASSUME FULL RESPONSIBILITY FOR DAMAGE AND SHALL MAKE REPAIRS REQUIRED WITHOUT ADDITIONAL COST TO ` �l� vep opt}st°o1' S�5 3'2' ` PREVENT UNAUTHORIZED ACCESS TO THE PROJECT SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY THE OWNER. \ On / ;S{OR`1G1`�py� cs�`s S°°{ksto°P 2 5 p e, 6 2 _ VANDALISM OR DAMAGE RESULTING FROM UNAUTHORIZED ACCESS TO THE 'SITE FOR THE DURATION OF THE PROJECT. c- ae 3 ate` p ' 11.9% 3. NO DEBRIS SHALL BE ALLOWED TO ACCUMULATE ON THE SITE. DEBRIS SHALL BE REMOVED BY THE CONTRACTOR � / 2��04 ` 1 13. ALL EXITS SHALL BE KEPT READILY ACCESSIBLE AND UNOBSTRUCTED AT ALL TIMES. AS THE JOB PROCEEDS. LEGALLY DISPOSE OF MATERIALS OFF-SITE. THE SITE SHALL BE LEFT BROOM CLEAN AT THE a 2� c COl AGE 0. ti vvi c- s yet 14. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR COMPLETION OF DEMOLITION. ct7 S 'L� 1 C'A `J V. // /o. TO- 14. \ \ PLUGGED. 4. REMOVE OR RELOCATE ALL WIRING, PLUMBING, AND MECHANICAL EQUIPMENT AFFECTED BY REMOVAL OF PARTITIONS. y 2 {io 1i� o Previously approved 15. CONTRACTOR SHALL PROVIDE FOR THE LEGAL REMOVAL AND DISPOSITION OF RUBBISH AND DEBRIS, AND FOR THE REMOVED PIPES AND OR LINES SHALL BE CUT TO A POINT OF CONCEALMENT BEHIND OR BELOW FINISH SURFACES, AND W\ \ 2�2 n/ 3� / / proposed 1 Story Frame GENERAL CLEANING FOR THE FOR THE DURATION OF THE PROJECT. THE SITE SHALL BE LEFT DAILY WITH ALL SHALL BE PROPERLY CAPPED OR PLUGGED, MAINTAIN EXISTING UTILITIES TO REMAIN AND PROTECT AGAINST DAMAGE ` {�n• ,a , MATERIALS AND TOOLS STORED IN AN ORDERLY FASHION, WITH ALL AREAS BROOM SWEPT. NO ACCUMULATION OF DIRT DURING DEMOLITION. DO NOT INTERRUPT EXISTING BUILDING UTILITIES, EXCEPT WHEN AUTHORIZED IN WRITING BY THE L�0 / n cZst°n / House and Garage Addition OR DEBRIS SHALL BE PERMITTED. UPON PROJECT COMPLETION, THE CONTRACTOR SHALL LEAVE THE PREMISES FREE ARCHITECT AND/OR OWNER. Ovate% , to4°sea e SE�� _ AND CLEAR OF ALL RUBBISH AND DEBRIS, AND IN A BROOM SWEPT CONDITION. o.ec �' gad' / Coverage 1,427.5 SF 5. IF UNANTICIPATED MECHANICAL, ELECTRICAL OR STRUCTURAL ELEMENTS CONFLICT WITH DEMOLITION, REPORT THE e�� / d' {w- o o{ a 16. ALL EXPOSED FINISHED SURFACES SHALL BE TREATED, CLEANED, VACUUMED, OR POLISHED IN ACCORDANCE WITH t `O c e 51y t° stoop va�jO ,ion pey fl• NATURE AND EXTENT OF THE CONFLICT TO THE ARCHITECT IN WRITTEN, ACCURATE DETAIL. PENDING RECEIPT OF eye/ 30 ck d�1` CNiV o MANUFACTURER'S RECOMMENDATIONS. 2(x.2 plc b� a 1 INSTRUCTIONS, REARRANGE DEMOLITION SCHEDULE TO MAINTAIN PROGRESS. / i �• loved S 17. DISTURBANCE OR DAMAGE RESULTING DIRECTLY OR INDIRECTLY FROM THE OPERATION OF THE CONTRACTOR, 6. IF ASBESTOS CONTAINING MATERIALS ARE ENCOUNTERED OR SUSPECTED, NOTIFY OWNER AND CEASE DEMOLITION 22.2 a10 Oscal ce110 / INCLUDING DAMAGE TO LAWNS, PLANTINGS, OR OTHER LANDSCAPE ITEMS, SHALL BE PROMPTLY RESTORED, REPAIRED, WORK IN THE AFFECTED AREA UNTIL ARCHITECT AND/OR OWNER ISSUES INSTRUCTION TO RESUME WORK. \ eyisac °Ona 1ST rtY{fie entT�ce / Previously approved AND/OR REPLACED TO THE COMPLETE SATISFACTION OF THE ARCHITECT AND OWNER AT NO ADDITIONAL COST TO THE OWNER. \ ° ,etje �� Taa'"°n exp / , Total Proposed Lot Coverage = 2,585.5 SF 19. UNLESS OTHERWISE PROVIDED, THE ARCHITECT AND ARCHITECT'S CONSULTANTS, INCLUDING EQUIPMENT \ MANUFACTURERS AND THEIR REPRESENTATIVES, SHALL HAVE NO RESPONSIBILITY FOR THE DISCOVERY, PRESENCE, PLUMBING AND DRAINAGE NOTES / / _ HANDLING, REMOVAL, DISPOSAL OF, OR EXPOSURE OF PERSONS TO HAZARDOUS MATERIALS IN ANY FORM AT THE 1. ALL PLUMBING WORK SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF ICC 2015 CODE, 12.3% PROJECT SITE. THIS INCLUDES, BUT IS NOT LIMITED TO: ASBESTOS, ASBESTOS PRODUCTS, POLYCHLORINATED BIPHENYL AND ALL OTHER APPLICABLE COUNTY AND MUNICIPAL CODES. rn,( (PCB), LEAD PAINT CONTAMINANTS, OR ANY OTHER TOXIC SUBSTANCES OR CONTAMINATE. SHOULD ANY HAZARDOUS 2. PLUMBING CONTRACTOR TO EXAMINE PROPOSED LAYOUT WITH REGARD TO EXISTING FIELD CONDITIONS, AND NOTIFY \ / MATERIAL BE ENCOUNTERED OR SUSPECTED, THE CONTRACTOR SHALL CEASE WORK IMMEDIATELY AND REVIEW THE ARCHITECT OF ANY DISCREPANCIES BETWEEN ARCHITECTURAL DRAWINGS AND FIELD CONDITIONS. APPROVED �S NOTED PROJECT CONDITIONS WITH THE ARCHITECT AND OWNER PRIOR TO PROCEEDING WITH ANY WORK OF THE CONTRACT. 3. PLUMBING CONTRACTOR SHALL INFORM ARCHITECT OF ANY REVISIONS TO THE PLANS DUE TO FIELD CONDITIONS OR 1j 20. EXCAVATION FOR UTILITY PIPING OR FOUNDATIONS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. COMPLIANCE WITH REQUIREMENTS OF THE APPLICABLE CODES. ` \ •47 d / C' JE: �\ B P.� 3 Proposed Coverage of CONTRACTOR SHALL NOTIFY THE LOCAL BUILDING DEPARTMENT AND/OR UTILITY COMPANY TO DETERMINE LOCATIONS OF 4. PLUMBING CONTRACTOR SHALL ARRANGE AND OBTAIN INSPECTIONS AND ALL REQUIRED SIGN-OFFS. �' / / n �, 2 story frame addition ANY EXISTING UNDERGROUND UTILITIES, AND PROVIDE PROTECTION FOR SAME DURING EXCAVATION PROCEDURES. \ ` � / 5. ` yCl�BY to existing 2 story frame 21. THESE DRAWINGS AS ARTICLES OF SERVICE ARE PROPERTY OF THE ARCHITECT AND SHALL NOT BE USED FOR q 1',;FY BUILDING DEPARTMENT AT OTHER BUILDINGS, PROJECTS, OR PROPOSALS, OR PORTIONS THEREOF UNLIESS SPECIFICALLY APPROVED BY THE 0� \ �/ / 5.1802 8 AM TO 4 PIN FOR THE house = 375 Sf ARCHITECT. IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE \ / ARCHITECT, TO ALTER THIS DOCUMENT IN ANY WAY. THE INFORMATION, CONCEPTS, IDEAS, AND DESIGN CONTAINED IN ENERGY CODE COMPLIANCE / ' roti +,�CetX•t'el C-OLLOWING INSPECT, ,,qS: THESE DOCUMENTS ARE PROTECTED BY UNITED STATES COPYRIGHT LAWS. o W vee S S1� vc �. FOUNDATION - TV,"O REQUIRED 1. To the best of my knowledge, belief, and professional judgement, these plans and �'' \ \ ��' S0 °est°'°e �ieFOR POURED CONICRi1E Total Proposed Lot Coverage = 2,960.5 SF specifications are in compliance with the New York State Energy Conservation Code 'LO , / N 2a Vale eat°`10V 2. ROUGH - FRAC '" ? se REScheck Software Version 4.6.4 Section # Foundation Inspection Complies? Comments/Assumptions REScheck Software Version 4.6.4 Plant/1Ue tied FlelrV'e1eified &Re .tD . . Checklist Compliance C e rt�f�e a to � ,�. , iT,. �. ..4�*1 jt�r �'"�.d4.�'.�d' � 402.1, Conditioned basement wall ; -- ; R-- ❑Complies ,See the Envelope Assemblies Inspection 1 R (F041' 'ir>sVa[ion Rwalue.Where interior: R _ ,nDoes Not table for values. Ener Code: 2015 IECC insdationisused,verification - R- Basemen[Wall 1:Solid Concrete or Masonry 56 19.0 0.0 0.043 2 9y may need to occur during ',❑Not Observable Wall height:9.0' Requirements: 100.0%were addressed directly in the REScheck software Insulation Inspection.Not ❑Not Applicable j Depth below grade:8.3' required in waren-humid locations Insulation depth:9.0' Text in the"Comments/Assurnptions"column is provided by the user in the REScheck Requirements screen.For each rreeClimate Zone 3. Project Elliott Main House Addition Basement Wall 2:Solid Concrete or Masonry 140 19.0 0.0 0.043 6 requirement,the user certifies that a code requirement will be met aril how that is documented,or that an exception Wall height 9.0' is being claimed.Where compliance is itemized in a separate table,a reference to that table is provided. 303.2 Conditioned basement wall ❑complies Requirement win be met Energy Code: 2015 IECC Depth below grade:8.3' [fO5J3 insulation installed per ❑Does Not manufacturer's instructions. Insulation depth:9.0' Section @" Not Observable Location on planshpec: Location: Southold,New York Plans Verified Field Verified ❑ EN-1 Basement Wall 3:Solid Concrete or Masonry 1G2 19.0 0.0 0.043 7 # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions t ❑Not Applicable Construction Type: Single-family Wall he' ht 9.0' &Re .ID g 402.2.9 'Conditioned basement wall ft R ❑Com lies See the Enver eAssemb0es Project Type: Addition De th below rade:8.3' 103.1, ,Construction drawings and []Complies ;Requirement win be met. z P °p p 9 (F06J 'insulation depth of burial or I00oes Not 'table for values. Climate Zone: 4 5572 HDD Insulation de the 9.0' 103.2 documentation demonstrate ❑Does Not ( ) P 3 �., ,distance from top of wall. (Pitt] energy code compliance for the Location on plans/spec: :❑Not Observable Permit Date: Basement Wall 4:Solid Concrete or Masonry 135 19.0 0.0 0.043 6 []Not Observable Wall height:9.0' �, 'building envelope.Thermal ;EN-1 ❑Not Applicable Permit Number. g ;envelope represented on ❑Not Applicable ; Depth below grade:8.3' construction documents. 303.2.1 A protective covering is installed ,' []Complies Exception:Requirement is Insulation depth:9.0' [FO11J2 to protect exposed exterior ❑Does Not nota licable, Construction Site: (Owner/Agent: Designer/Contractor: 103.1, ;Construction drawings and [Complies ;Req firemen[will be met pP Floor 1:All-Wood loist/rruss:Over Outside Air 16 19.0 0.0 0.047 1 103.2, 'documentation demonstrate ❑Does Not insulation and extends a []Not Observable 403.7 enercode compliance for :Location on plans/spec: minimum of 6 in.below grade. Location on plans/spec: gy Floor 2:All-Wood loist/rruss:Over Outside Air 19 19.0 0.0 0.047 1 1 ❑Not Observable ❑Not Applicable EN-I IPR31 ;lighting and mechanical systems.; ;EN-1 .a,_ ;Systems serving multiple ❑Not Applicable 403.9 ,Snow-and ice-melting system ❑Complies Requirement will be met Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other - dwelling units must demonstrate IF01212 controls installed. ❑Does Not calculations submitted with the permit application.The proposed bulding has been designed to meet the 2015 IECC requirements in ;compliance with the IECC , Location on plans/spec: ❑Not Observable Compliance- 1.3%6ottar Thsn coda Maximum UA: 157 your UA 155 Menmum SHGC 0.40 Your SHGC 0.25 REScheck Version 4.6.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. ;Commercial Provisions. EN-1 ❑Not Applicable Thetiaen-W-ThencodetnLrefletsno",doxwcompi.nametousesbaxemcotlatredegnrdn. 302.1, Heating and cooling equipment is Heating: Heating: ;❑Complies !Requirement will bemet. It DOES WTprwaeanesomaleefenergy use or cros[rtlaave cora mmvman-[ale home 403.7 sized per ACCA Manual S based ; Btulhr- Btulhr- :❑Does Not Additional Comments/Assumptions: Name-Title Signature Date [PR212 on loads talc slated per ACCAILocatlon on plans/spec. Cooling: Cooling: {❑Not Observable _ Manuat)or other methods I Bttyhr_ B[u/hr ;EN-1 Envelope Assemblies approved by the code official. :[]Not Applicable ; n l r = Additional Comments/Assumptions: s• LI Ceiling 1:Flat Ceiling or Scissor Truss BB 30.0 0.0 0.035 3 Ceiling 2:Cathedral Ceiling 211 30.0 0.0 0.034 7 Wall 1:Wood Frame,16"o.c. 155 19.0 0.0 0.060 9 Wall 2:Wood Frame,16"o.c. 300 19.0 0.0 0.060 14 Window 1:Vinyl/Fiberglass Frame:Double Paine with low-E 10 0.280 3 SHGC:0.25 Window 2:Vinyl/Fiberglass Frame:Double Paine with low-E 10 0,280 3 SHGC:0.25 Window 3:Wood Frame:Double Pane with Li 21 0.280 6 SHGC:0.25 Window 4:Wood Frame-Double Pane with Loiw-E 21 0.280 6 SHGC 0.25 Wall 3:Wood Frame,16"o.c. 292 19.0 0.0 0.060 18 Wall 4:Masonry Block with Empty Cens:No insulation 70 0.313 22 Wall 5:Wood Frame,16"o.c. 300 19.0 0.0 0.060 12 Window 5:Wood Frame:Double Pane with Low-E 16 0.280 4 SHGC 0.25 Window 6:Wood Frame'Double Pane with Low-E 16 0.280 4 SHGC:0.25 Window 7:Vinyl/Fiberglass Frame:Double Paine with Low-E 32 0.280 9 SHGC:0.25 Door 1:Glass 20 0.280 6 SHGC:0.25 Door2:Glass 20 0.280 6 High p (T ) p (Tier 2) 3 Low Impact(Tier 3) 1 High Impact(Tier 1) 2 Median Impact(Tier 2) 3 Low Impact(Tier 3) SHGC:0.25 1 Hi h Int act ren 1 2 Medium Impact Project Title:Elliott Main House Addition Re ort date: 03/08/17 Project Title:Elliott Main House Addition Report date: 03/08/17 Project Title:Elliott Main House Addition Report date: 03/08/17 Project Title:Elliott Main House Addition j pReport date: 03/08/17 Data filename:Z\Projects\David Mann Airchitectural\Elliott Cutchogue\rescheck\2017-03-07\Untitled.rck Page 1 of10 Data filename:Z\Projects\David Mann ArchitecttragEllictt Cutchogue\rescheck\2017-03-07\Untitled.rck Page 2 of 10 Data filename:Z\Projects\David Mann Architectural\Elliott Cutchoguelrescheck\2017-03-07\Untitled.rck Page 3 of 10 Data filename:Z\Projects\David Mann Architect ural\Elliott Cutchog ue\rescheck\2017-03-07\Untitled.rck Page 4 of 10 Section Plans Verified Field Verified Section Section # Insulation Inspection Compllest Comments/Assumptions [�P'-"V Verlfled Field Verified Plans Verified Field Verlfled &Rr ID Vallee Value # Final Inspection Provisions alue value Complies? Comments/Assumptions # Framing/Rough-in Inspectloro Compllest Comments/Assumptions q, &Re .tD Value Value - &Re .ID _ cpe Assemblies 303.1 All installed insulation is labeled i ❑Complies Requirement will be met 402.1.1, ;Ceiling _ 402.1.1, ;Glazing V-factor(area-weighted ; U- U•_ ;❑Complies See the EnvN (1413]2 or the installed R-values ❑Does Not ng msda[ion R-value. R- R-- ❑Complies See the Envelope Assembbes 402.3.1, !average). 'Q ;table for values. 402.2.1, ;table for values. 9 Oces Not provided. j❑Wood ❑Wood ODces Not 402.3.3, ;❑Not Observable ❑Not Observable 402.2.2, :❑Steel ❑Steel 402.3.6, ❑Not Applicable ;❑Not Observable 402.2.6 402.5 :❑Not Applicable pp (FI3j1 :❑Not Applicable 402.1.1, ;Floor insdation R-value. R- R- .❑Complies See the Envelope Assemblies [�i2) 'table for values. sa 402.2.6 :❑Wood ❑Wood :❑Does Not 303.1.3 1 1.1-factors of fenestration produ ctsi '❑Complies 'Requirement will be met [INlp ❑Steel ;❑Steel ;[]Not Observable ; 303.1.1.1, Ceiling Insulation installed per n9 p [❑Compbes ;Requirement will be met W. 303.2manufactuuer's instructions. ❑Does Not (FR4]3 are determined in accordance ❑Does Not jwrth the NFRC test procedure or Location on plans/spec: ❑Not Applicable 1 (FI2] Blown insulation marked every Location on plans/spec: a, ;300 R2. ❑Not Observable IEN-1 ;taken from the default table. ❑Not Observable ;EN-1 303.2, Floor ins dation installed per '❑Complies Requirement will be met ❑Not Applicable ❑Not Applicable : 402.2.7 ;manufacturer's instructions and i ❑Does Not 402.2.3 Vented attics with air permeable ❑Complies ;Req urement will be met 402.4.1.1 'Air barrier and thermal barrier ❑Complies Req urement will be melt. (N2]1 !in substantial contact with the Not Observable Location on plans/spec (Fl22]2 insulation include baffle adjacent [FR23]1 :installed per manufacturer's ❑Does Not ur ;underside of the subfloor,or floor I ❑ EN-1 to soffit and eave vents that ❑Does Not `Location on plans/spec: ec: framing cavi insulation is in ❑Not Applicable P P o< ;instructions. Location on plans/spec g tY extends over insulation. []Not Observable ;EN-1 ❑Not Observable EN-1 p ❑Not Applicable ; ❑No Applicable ;contact with the to side of sheathing,or continuous 402.4.3 :Fenestration that is not site built ❑Complies .Requirement will be met ;insdation is installed on the 402.2.4 ;Attic access hatch and door ; R-- R-_ ;❑Complies Requirement will be met (FrAll :insulation zit-value of the [FR2011 !is listed and labeled as meeting ❑Does Not :adacent assembly.underside of floor framing and ',❑Does Not +! jAAMA/WDMA/C5A 101/l.S.2/A4401! ;extends from the bottom to the E y. :Location on plans/spec: or has infiltration rotes per NF RC ❑Not Observable ;top of all perimeter floor framing ;]]Not Applicable E N-1 1400 that do not exceed code ❑Not Applicable members. ' 402.4.1.2 'Blower door test @ 50 Pa.<.5 ; ACH 50>__ ACH 50:_ ;[]Complies Requirement will be met limits. 402.1.1. ,Wall insulation R-value.If this is a; R-- ; R-_ Complies ;See the Envelope Assemblies IFl17]1 lath in Climate Zones 1.2,and 402.4.5 IC-rated recessed lighting fixtures' Complies ,Req firemen[will be me[. 402.2.5, 'mass wall with at least V2 of the 'table for values. Does Not ❑Wood ❑Wood ❑Does Not <.3 ach in Climate Zones 3 U. 'Location on plans/spec: [FR 1612 sealed at housing/interior finish ❑Does Not 402.2.6 'wall insulation on the wall and labeled to indicate X2.0 cfm 'Location on plans/spec- (14311 ;exterior,the exterior insulation ;❑Mass ❑Mass ,[]Not Observable '❑Not Observable 'EN -1 Steel Steel ❑Not Applicable ; ❑ .❑ !❑Not Applicable j 402.4.2 Wood-burning fireplaces have []Not Observable ;EN-1 r,, req uiremen[applies(FR10). PP leakage at 75 Pa. []Not Applicable. 2 g , ❑Does Not Complies 'Req urement will be met APP [FIBJ tight fitting Flue dampers and ❑ 403.2.1 Supply and retum du is in attics 1 ❑Complies ;Req urement will be met outdoor air for combustion. Location on plans/spec [FR12]1 :insulated>•R-8 where duct is ❑Does Not 303.2 ,Wall insulation is installed per ❑Complies ;Requirement will be met []Not Observable ;EN-1 u> >=3 inches in diameter and>. E �Locetlon on plans/aper. [1w4J1 !manufacturer's instructions ❑Does Not []Not Applicable 'R-6 where c 3 Inches,Supply and! ❑Not Observable IEN-1 jLocatlon on planslspec: 403.2.3 ;Duct tightness[est result ofOComplies ❑Not Observable EN-1 IF1411 :cfm/1 0 R2 across the system or!Its dm/100 R_efm/10 ❑Does Not Requirement will be met ;return ducts in other portions of ❑Not Applicable ❑Not Applicable :the budding insulated>.R-6 for <.3 cfm/100 ft2 without air 'Locatlon on plans/spec ;diameter>.3 inches and R-4.2 Additional Comments/Assumptions: ;handler@ 25 Pa.For rough-in []Not Observable IEN-1 ;for<3 inches in diameter. tests,verification mayneed to ❑Not Applicable 403.3.3.5 Building cavities are not used as ; ❑Complies IReq urement will be metotturdmrg Framing Inspectron, (FR1513 ducts or plenums. ❑floes Not 403.3.2 Ducts are pressure tested to cfm/loo cfm11Do ,❑Complies ;Req urement will be met. []Not Observable :Location on plans/spec- IF12711 determine air leakage with ft, R2 ODoes Not EN-1 ;either,Rough-in test:Total ;Location on planslsper. ❑No Applicable ; ;leakage measured with a '❑Not Observable ;EN-1 403.4 •HVAC piping conveying fluids ; R-- R-- ❑Complies ;Req firement will be met ;pressure differential of 0.1 inch UNot Applicable ; [FR1712 above 105 OF or chilled fluids ❑Does Not below 55 OF are insulated to zR- ;Location on plans/spec: w.g.across the system ircludirg 3 ;❑Not Observable ;EN-1 ;enclosure if installed at time of ;the manufacturers air handler ❑Not Applicable test.Postconstruction test:Total 403.4.1 ;Protection of insulation on HVAC ❑Complies ;Req urement will be met :leakage measured with a rential of 0.1 inch [FR2411 piping. ❑Does Not .ui. []Not Observable ILocatlon on plans/spec: :press g d'tx manufacturer's a r EN-1 �w.g,across the entire system []Not Applicable ;indulin t ;handler enclosure. 403.5.3 'Hot water pipes are insulated to R-_ R-_ (]Complies ;Requirement will be met 403.3.2.1 ;Air handler leakage designated 9 9 Complies ;Requirement will be met. [FR1812tR-3. ❑Does Not ❑Does Not z []Not Observable !Location on plans/spec* [FI24j3 ;de manufacturernairflat<.2%of []Not Observable ;Location on plans/spec: ;design air(low. ONot Applicable ;EN-1 ❑NO Applicable SEN-1 403.6 Automatic or gravity dampers are' ❑Complies ;Req urement wilt be met. ostats [FR19]2 •installed on all outdoor air (FI9]2 installed for control of primary ❑Does Not 4`13,1.1 Programmable trot of prim ❑Com lies R �Locat(on on tans/s ec: g � y P equrement win be met intakes and exhausts. P p ❑Does Not 'Location on plans/spec: Not Observable heating and cool! systems aril Not Observable ❑ ;EN-1 initially set by manufacturer to [] ;EN-I []Not Applicable code specifications. ❑Not Applicable ; (FI Additional Comments/Assumptions: ao3.1. Heat um thermostat installedComplies10] on heat pumps. ❑ !Exception:R ui cement is ❑Does Not 'not applicable. []Not Observable ILocatlon on plans/spec ❑Not Applicable :EN-1 1 High Impart(Tier 1) 2 Medium Impart(Tier 2) 3 Low Impact{Tier 3) 1 High Impact(Tier 1) 2 Median Impact(Tier 21 3 Low Impact(Tier 3) 1 High Impact{tier 1) 2 Medium Impact{Tier 2) 3 Low Impact(Tier 3) 1 High Impact(Tier 1) 12 lMediurn Impact(Tier 2) 13 Low Impact(Tier 3) Project Title:Elliott Main House Addition Report date: 03/08/17 Project Title:Elliott Main Horne Addition Project Title:Elliott Main House Addition Report date: 03/08/17 Report date: 03/08/17 Project Title:Elliott Main House Addition j Data filename:Z:1Projuects\David Mann Architect Cutchogfle\rescheck\2017-03-071Untitled.rck Page 6 of Report date: 03/08/17 Data filename:Z\Projects\David Mann Architectural'Elliott CLitchogue\rescheck\2017-03.07\Untitled.rck Page 5 of 10 Data filename:Z\Projects\David Mann Architectural Elliott Cutchogue\rescheck\2017-03-07\Untitled.rck Page 7 of 10 Data filename:Z\Projects\David Mann Architect Lira REM ott CLltchogue\rescheck\2017-03-07\Untitled.rck Page 8 of 10 Section Section Plans Verlfled Field Verlfled Section Plans Verified Field Verified # Final Inspection Previsions Complies? Comments/Assumptions Plans Verlfled Field Vertfied # Final Inspection Provisions Complies? Comments/Assumptions Value Vatlre # Final Inspection Provisions CompliesT Comments/Assumptions &R# ID Value Value &Req Value Value &Rrq.ID 404.1.1 Fuel gas lighting systems have ❑Complies Exception:Requirement is 404.1.1 Fuel as lighting systems have ❑Com lies Exception-Requirement is 403.5.1 Circulating service hot water ❑Compbes 'not applicable. Req Li cement is (FI23]3 no continuous pilot light ❑Does Not not applicable. g g g t P pt q (F11112 ;systems have automatic or ❑Does Not :not applcable. (FI23J3 no continuous plot fight ❑Does Not not applicable. accessible manual controls. ❑Not Observable :Location on plans/spec:ec: ❑Not Observable ;Location on plans/spec:ec: P P ❑Not Observable ❑Not Applicable :Eµ1 P P Location on tans/s ec: {°"'- �`• ❑Not Applicable 'EN-1 P P ❑Not Applicable 'EN-1 401.3 Compliance certificate posted. ❑Complies ,Requirement will be met 403.6.1 All mechanical ventilation systema; ❑Compbes Exception:Requremen[is z 4013 Compliance certificate posted. ❑Compbes Req urement will be met. a•'\w (FI7J ❑Does Not z 4 'rQ (FI25J2 fans not part of tested and listed ; ❑Does Not ;not applicable. [F17) ❑Does Not ❑No[Observable []Not Observable HVAC equipment meet efficacy ❑Not Observable ' 9E and air flow limits. Location on plans/spec: ❑No[Applicable ❑Not Applicable .Eµ1 ❑Not Applicable j 303.3 Manufacturer manuals for ❑Complies ;Requirement will be met 303.3 Manufacturer manuals for ❑Com lies R 403.2 Hot water boilers supplying heat ; ❑complies ,Exception:Requirement is s p :Requirement will be met z (FI18J mechanical and water heating ❑Does Not mechanical and water heating >t� [F126] through one-or two-pipe heating ❑Does Not 'not applicable. systems have been provided. [1`11813 G 1 ❑Does Not ,systems have outdoor setback ❑Not Observable systems have been provided. []Not Observable ❑Not Observable control to lower boiler water 'Location on plans/spec. ' ❑Not Applicable temperature based on outdoor i ❑Not Applicable !Eµ1 ❑Not Ap placable ", > temperature. Additional Comments/Assumptions: 403.5.1.1 Heated water circulation systems I ❑complies ,Exception:Req uirementis Additional Comments/Assumptions: �. ;.'. [FI2812 have a circulation pump.The ❑Does Not 'not applicable. system return pipe is a dedicatedl ❑Not Observable ' ` ':'�:•. return pipe or a cold water supplyf: 'Location on plans/spec: pipe.Gravity and thermos- ❑Not Applicable IEN-1 Syphon circulation systems are not present Controls for - circulating hot water system pumps start the pump with signall; for hot water demand within the 'occupancy.Controls - automatically tum off the pump when water is in circulation loop is at set-point temperature and ' no demand for hot water exists. 1 ISSUED FOR DOB REVIEW 03/08/201 403.5.1,2 Electric heat trace systems ❑Compbes ,Exception:Requirement is [FI29]2 comply with IEEE 515.1 or UL ❑Does Not 'not applicable. number issued for date 515.Controls automatically ; ❑Not Observable adjust the energy input to the i .Location on plans/spec: s hea[tracinptomaintainthe ONotApplicable 'EN-1 PRINT RECORD desired water temperature in the 'piping. 403.5.2 Water distribution systems that ❑Complies !Exception.Requirement is [FI3012 have recirculation pumps that ❑Does Not 'not applicable. pump water from heated water []Not pipe back a the heated Not Observable :Location on plansJspec: DaviBruce Mann, Architecta water source through a cold ❑Not Applicable 'EN-1 water supply pipe have a ,demand recirculation water 122 East 55th Street New York NY 10022 'system.Pumps have controls that manage operation of the Tel(212)644-6416 Fax(212)644-6913 pump and limit the temperature i of the water entering the cold water piping to 104"F. 403.5.4 Drain water heat recovery units ❑Complies ,Exception:Requirement is [F13112 tested in accordance with CSA Does Not 'not applicable. 655.1.Potable water-side ❑Not Observable Client Date ❑ pressure loss of drain water heat ', 'Location on plans/spec: ❑No[Applicable recovery units<3 psi for ;EN-1 ELLIOTT RESIDENCE Scale individual units connected to one : or two showers.Potable WEST ROAD water- 27side pressure loss of drain water AS NOTED CU heat recovery units<2 psi for ,5 TCHOGUE NY 11935 individual units connected to i three or more showers. E Drawn By 404.1 ;75%of lamps in permanent ❑Complies ;Requirement will be met [FI613 (fixtures or 75%of permanent ❑Does Not !fixtures have high efficacy lamps.c !Location on plans/spec. ;Does not apply to low-voltage • []Not Observable ;EN-1 �bghting. ❑Not Applicable ; 11t C S11Cet 1 High Impact(Tier 1) 2 Meds urn Impact(Tier 2) 3 Low Impact(Tier 3) 1 High Impact(Tier'1) 2 Medium Impact(Tier 2) 3 Low Impart(Tier 3) 1 High Impact(Tier 1) 2 Median Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:Elliott Main Horne Addition Report date: 03/08/17 Project Title:Elliott Main House Addition Report date: 03/08/17 Data filename:Z\Projects\David Mann Airchitectural\Elliott Cutchogue\rescheck\2017-03-07\Untitled.rck Page 9 of 10 Data filename:Z\Projects\David Mann Architect ural\Elliott Cutchogue\rescheck\2017-03-07\Un[itled.rck Page 10 of 10 Project Title:Elliott Main House Addition Report date: 03/08/17 TT�T 1 Data filename:Z:\Projects\David Mann Architect ural\Elliott Ctrtchogue\rescheck\2017-03-07\Untitled.rck Page 10 of 10 RESCHECK 1�1 V l r NOTES AND LEGEND NEW WALL CONSTRUCTION EXISTING CONSTRUCTION TO REMAIN _—_——— EXISTING CONSTRUCTION _— TO BE REMOVED PORCH PORCH BASEMENT LIVING BEDROOM BATH HALL UP �(�� CL ---- `�✓ �® UP HALL 0 KITCHEN UP BATH L CL - - 1 CL 0 0 � l 0 ll CL � 00 f I I BATH -— - _-I J Jjo BATH L-jCL CL �L! all CL CL 0 -- CL iI / — CL BASEMENT I -- DN DN LI DINING n BEDR00111 FOYER % HALL I I I I I I I I I I 1 I \ I I 1 I I I I JL--,------- I I I I I I I t--1 r-t I 1 I .. LJ------------I—J k# lot' 1 ISSUED FOR DOB REVIEW 3/08/2017 number, issued for date BA�EME� T DEMOLITION FLOOR PLAN FIRST FLOOR DEMOLITION PLAN SOECOND FLOOR DEMOLITION PLAN PRINT RECORD David Bruce Mann, Architect 1/4 = 1 —0 Scale 1/4 = 1 —0 Scale 1/4 = 1 —0 NORTH NORTH NORTH 122 East 55th Street New York,NY 10022 Tel(212)644-6416 Fax(212)644-6913 Client Date ELLIOTT RESIDENCE Scale 275 WEST ROAD AS NOTED CUTCHOGUE NY 11935 Drawn By Title Sheet DEMOLITION PLANS D-1 NOTES AND LEGEND NEW WALL CONSTRUCTION EXISTING CONSTRUCTION LjTO REMAIN PORCH EXIST.BASEMENT EXIST.LIVING 004 104 l C O �✓ EXIST.BATH EXIST.HALL 003 005 UP UP EXIST,HALL 0 15'-0" EXIST,KITCHEN UP 002 103 --- F1- -- EXIST.CL — - --- - 13'-2" EXIST.CI, � EXIST.BATH 102 — 15'-0„ — — — — — — — — — — — — — — — - LAEXIST.CLEXIST.CL OASEIIENT EXIST.CLEXI - - - - - - - - - - - - - - - - - DN105 103 I o O O o `o EXIST.DINING co 101 006 I EXIST.FOYER A I 100 105 13 BASEMENT I 100 STUDY - STORAGE/MECHANICAL I o o A o 0 �- - 08 I00 105 -1 20 00 Wood _ I 100 101 - I I I I PORCH / I I I I o Ln o — L — — — — — — - 4• a - Ln T — •e f 102 i N 7'-9" 15'-9" 2'-0" ---- - - - -- 7'-9" 15'-9° 2'-0" r ., 'A $, ;4b PROPSED DASEMENT FLOOR PLAN PROPOSED FIRST FLOOR PLAN Scale 1/4" = 1'-0" Scale 1/4" = 1'-0" NORTH NORTH 1 ISSUED FOR DOB REVIEW 3/08/2017 number issued for date PRINT RECORD David Bruce Mann, Architect 122 East 55th Street New York,NY 10022 Tel(212)644-6416 Fax(212)644-6913 Client Date ELLIOTT RESIDENCE Scale 275 WEST ROAD AS NOTED CUTCHOGUE NY 11935 Drawn By Title Sheet PROPOSED FLOOR PLANS A-1 NOTES AND LEGEND NEW WALL CONSTRUCTION EXISTING CONSTRUCTION TO REMAIN F-1 E F-1 PORCH i i EXIST.BEDROOM F1 204 Lay. MST.CL 300# asphalt roofing shingles on EXIST.BATH continuous Grace IWS self seaming 203 membrane on 4" exterior plywood ---___----- sheathing on new 2x10 roof rafters EXIST.CIL at 16" O.C. w/R-30 batting (typ.) 0 Azek trim, frieze, soffits, pilasters, EXIST.BATH 15'-0" fascias, posts, and brackets with too EXIST.CL EXIST.CL seamless aluminum gutters and 202 13'-3" 1'-9" Ike leaders (typ.) 203 Provide cricket behind chimney with flashing and counter flashing as required DN 0 EXIST,BEDROOM 201 202 r 205 EXIST.HALL 200 200 BEDROOM a 205 Wood \ 205 205 \\ \ 0 0 BATH 206 CL Tile Wood 200 201 _ a„ ,w•;vc. '-.twv43 .� 15'-9 2'-0" 300# asphalt roofing shingles on continuous Grace IWS self seaming � .+ k` 4wood PY membrane on " exterior 1 sheathing on new 2x10 roof rafters at 16" O.C. w/R-30 batting (typ.) :s 1 ISSUED FOR DOB REVIEW 3/08/2017 number issued for date PRINT RECORD PROPSED SECOND FLOOR PLAN PROPOSED ROOF PLAN David Bruce Mann, Architect NORTH NORTH 122 East 55th Street New York,NY 10022 Tel(212)644-6416 Fax(212)644-6913 Client Date ELLIOTT RESIDENCE Scale 275 WEST ROAD AS NOTED CUTCHOGUE NY 11935 Drawn By Tide Sheet PROPOSED SECOND AND �_� ROOF FLOOR PLANS I --- 300# asphalt roofing shingles on _i _ -_-- continuous Grace IWS self seaming �_9! T ° E Iri E ' T ;ITf. .Y :1%r�kiI?�1. uT iIIRrs`ks. _ 3 n . ' T� jJ1 membrane on / exterior plywood `( iI 1iI), 1 I- r 1T � °II LI _jIE, 1r [_L` a- - _ `' �' _I'[. sheathing on new 2x10 roof rafters I_I;7 T i � __I,? s �11J 1 E31 [ [F ISI ET[ [.1 � J 1�T `_ T ST i , �, a TI I r �_a ..I T= 1 L 1n 111T _.c_.F.,'-; = - .Ij [, at 16 O.C. w/R-30 batting (tYP•) 1 Ir rII I fIT .i T I["_�f r �i61 " . .I I _i - --__-___ lET �.T 1 r ` I�ETr.}1 E [IT _ ------ _ , E'(F � i °I JI JI r I r a[I I,. I I III L 1 .1 _ 1.1 k a �! �p_ E� [l g *� i � - [ iT i �T. �� _-f T`T I I I r ( I- ? .----- P ITl TEI��.�I fI4 l z [al 1 [ [fIl€ II T... r - .1.__ - -,- < Azek trim, frieze soffits pilasters, 1 I!. J;Lr_i iT! fascias, posts, and brackets with T r -� - T_.. . T- - seamless aluminum utters and I I I I + IJ_! l '1 jJ + + 1 ! L,�11' I i_ E_ 1 ( _, g _--17r— T ._l. LJ I i L 1 ?r - r I 1 T r T hIL leaders (tYP ) J - 1�. 7 }� pPP E`[I T,_Y'a -I�+ I [ C' I'AI E E _IxAll Azek trim f"1' _''t I(tYp•) �Ir1rIT' T `_= I i I _ 1_r17T L --Ti r --L t � - -1 —II — - J tLLL1 7. L ; L � IL_ I i LA _ I �, [_ L �� =. - i 18" R&R cedar shakes ±5" exposure - ----_1 -,I --- bldg.on t5# - -- - � ISL l I� � ,- ----_ sheathing on new 2x6 studs C plywood16 ------ ----- -- 1. --_:_ - - _= Line of tray 300# asphalt roofing shingles on ceiling beyond continuous Grace IWS self seaming \ Masonry Chimney membrane on 4" exterior plywood sheathing on new 2x10 roof rafters - - - - ` at 16" O.C. w/R-30 batting - - - - - - - - - - R-30 batting — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _IL R-30 batting Align with Exist. — — - Fin. Clg. \ - 2x4 studs with \ \ 2x4 studs with Bay windowWood flooring on 30# felt on R-15 Batting \ R-15 Batting 4" plywood decking \ 18" R&R cedar shakes ±5" exposure \ on 15# bldg. felt on %" ext. plywood \ sheathing on new 2x6 studs C 16" R-30 battin \ \ O.C. with R-19 batting (typ.) g R-30 batting1 \ \ R-30 batting Align with Exist. \ J Fin. 2nd Floor ' � � ' --- 18 R&R cedar shakes ±5" exposure YM ` - -Jr on 15# bldg. felt on 3/" ext. plywood \ sheathing on new 2x6 studs C 16" o.c. with R-19 batting (typ.) „ Curtain pocket Curtain pocket 18 R&R cedar shakes ±5 exposure \ 7" wide x 6—%" high 7" wide x 6—%" high � z g on 15# bldg. felt on %" ext. plywood \ sheathing on new 2x6 studs C 16" o.c. with R-19 batting (typ.) i 18" R&R cedar shakes ±5" exposure Bay window Wood flooring on 30# felt on on 15# bldg. felt on %" ext. plywood 4" plywood decking sheathing on new 2x6 studs C 16" o.c. with R-19 batting (typ.) R-30 batting R-30 batting \ Align with Exist. \ Fin. 1st Floor ltft&WN ° 9 \ / _ 2x4 studs with 2x4 studs with 2x4 studs with 2x4 studs with \\\\\ /////\ / \ ° /\��//�/ R-19 Batting R-19 Batting y °° // j/ ,\\ \\\ \\\ \\ R-19 Batting R-19 Batting \/\ (fur out studs ° \\/\\\/\ / to receive insulation typ.) \/\/\ \/\/\ / \\SE \\� Align with Exist. \ °° Fin. Bsmnt. Floor /X�\ \ \ \ \\ \�\ \ \ \�\ //\\//\' \//\//\//\/,\\ \\/ \ /\\ TRANSVE�S _ESECTION TRANSVE�S _ SEECTION C Scale 3/8 10 Scale 3/8 10 1 1 ISSUED FOR DOB REVIEW 03/08/2017 number issued for date PRINT RECORD David Bruce Mann, Architect 122 East 55th Street New York,NY 10022 Tel(212)644-6416 Fax(212)644-6913 Client Date ELLIOTT RESIDENCE Seale 275 WEST ROAD AS NOTED CUTCHOGUE NY 11935 Drawn By JCPV 'Title Sheet PROPOSED BUILDING �_� SECTIONS NOTES AND LEGEND Single,3-way or 4-way switch Jamb switch ( Dimmer switch Duplex outlet Number=ht.A.F.F. Duplex receptacle outlet-split wired 0GFI Ground fault interrupted duplex receptacle outlet (� New electrical device in existing location 'fi'EX I o,P Weather proof duplex receptacle outlet Quadruplex receptacle outlet Special purpose connection Number-equipment type ® Duplex receptacle floor outlet ® Duplex receptacle floor outlet-split wired ® Duplex receptacle floor outlet-fully wired 0 Hard telephone jack (1) CAT 5E&(1) CAT 6 stranded cable supplied and installed by owner's vendor. Termination and cover plates by owners vendor. Strip light Letter=fixture type b Plug mold outlet GFI OCable TV wall jack -(2) CAT6&(2)RG6 4 structured cable supplied and installed by owners vendor.Termination and cover plates by owner's vendor. IG Existing building intercom Lighting control keypad location O O F— _ Q Motor outlet Pendant ceiling fixture - _ Letter-fixture type J0 Surface mounted ceiling fixture i Letter®fixture type L L3 - Wall mounted light fixture Letter=fixture type Number-ht.A.F.F. c9 J O ❑ Recessed fixture.Letter=fixture type Clock outlet DN Recessed wall fixture Letter=fixture type T Thermostat-G.C. supply and install wiring from i Q thermostat to remote sensors where required. F 13 Q Remote thermostat sensor s/c Combined smoke and carbon monoxide detector FE:11 Hardwired 1sP Ceiling mounted speakers -J F-1 sP Bookshelf or free standing speaker i i ----, FVcl Volume control - ----- ------- bElectric mirror GFI i L` Existing electrical device to be removed i i I 1 - - • Cabinet puck light i i i Q Tracklight Bath Exhaust Fanta ,6 .,.3• Motorized ShadeA Q Door bell button T/ cH Recessed door chime0� 1 ) . GROUND FLOOR ELECTRICAL PLAN UPPER F�I�R ELECTRICAL PLAN Scale 1/4" = 1'-0" Scale 1/4" 10" NORTH NORTH 1 ISSUED FOR DOB REVIEW 3/08/2017 nuimber, issued for date PRINT RECORD .David Bruce Mann, Architect 122 East 55th Street New York,NY 10022 Tel(212)644-6416 Fax(212)644-6913 Client Date 09/25/2015 ELLIOTT RESIDENCE Scale 275 WEST ROAD AS NOTED CUTCHOGUE NY 11935 Drawn By Title Sheet ELECTRICAL PLANS E-1 1 NOTES AND LEGEND COMBINED SMOKE AND CARBON $ Single,3-way or 4-way switch MONOXIDE DETECTOR s/c Detectors must be hardwired and interconnected so that if Jamb switch one smoke/alarm detector activates, all detectors activate. I$ Dimmer switch Detectors must comply with UL 2034 and be equipped with end Duplex outlet of life alarm to signal it is Number-ht.A.F.F. time to replace detector. Duplex receptacle outlet-split wired ALL DETECTORS SHOWN ARE NEW UNLESS OTHERWISE NOTED 0GFI Ground fault interrupted duplex receptacle outlet 01:X New electrical device in existing location (%P Weather proof duplex receptacle outlet Quadruplex receptacle outlet Special purpose connection Number=equipment type ® Duplex receptacle floor outlet ® Duplex receptacle floor outlet-split wired ® Duplex receptacle floor outlet-fully wired Q Hard telephone jack (1)RG6, (2)CAT6, &(1)CAT6E stranded cable supplied and installed by G.C.Terminations and cover plates by GC. Strip light Letter=fixture type I I Plug mold outlet GFI I I 4 structured ablea supplied andfinstalled by GC. Termination and cover plates by GC. Ie Existing building intercom 4 Lighting control keypad location a-a 0 M — — — — � O 0 Motor outlet Pendant ceiling fixture Letter=fixture type ] 00 Surface mounted ceiling fixture Letter—fixture type Wall mounted light fixture O \ O ,-------, 0,-------- CURTAIN QB B B POCKET � Letter=fixture type Number–ht.A.F.F. \ I � I Q ❑ Recessed fixture.Letter=fixture type I I Clock outlet DN Recessed wall fixture I TO MOTORIZED _————— \ SHADE DC POWER =_— — SUPPLY ------- -- \ A A Letter=fixture type T Thermostat-G.C.supply and install wiring from \ s c Q diermostat to remote sensors where required. ' ---- \ CI \ � / 4s Remote thermostat sensor C ` a CIA _ISA sic Combined smoke and carbon monoxide detector � i ❑ Hardwired sP Ceiling mounted speakers I I I I / I ---I / SP Bookshelf or free standing speaker ve Volume control I L---J D E & Electric mirror aFl \ 0 C C I / �--UE � , ; Existing electrical device to be removed \ _ — • Cabinet puck light Q Tracklight CURTAIN Bath Exhaust Fan POCKET Motorized Shade Q Door bell button cH Recessed door chime GROUND FLOOR REFLECTED CEILING LIGHTING PLAN UPPER FLOOR REFLECTED CEILING�LIQUHTI-NGPLAN Scale 1/4" = 1'-0" Scale 1/4" = 1'-0" NORTH NORTH 1 ISSUED FOR DOB REVIEW 3/08/2017 number issued for date PRINT RECORD David Bruce Mann, Architect 122 East 55th Street New York,NY 10022 Tel (212)644-6416 Fax(212)644-6913 Client Date ELLIOTT RESIDENCE Scale 275 WEST ROAD AS NOTED CUTCHOGUE NY 1193.5 Drawn By Title Sheet REFLECTED CEILING E-2 LIGHTING PLANS GENERAL NOTES: 13 THE CONTRACTOR SHALL BE RESPONSIBLE FOR LIMITING POURS TO MINIMIZE SHRINKAGE CONNECTIONS TO EXISTING MASONRY OR CAST-IN-PLACE CONCRETE: WOOD FASTENERS NOTES: CRACKING. IN GENERAL, WALLS SHALL NOT BE POURED IN CONTINUOUS LENGTHS EXCEEDING 1 THE WORK SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED IN ACCORDANCE WITH THE 30 FEET AND SLABS NOT EXCEEDING 20 FEET WITHOUT CONTROL JOINTS. THE LOCATION 1 ALL PROPRIETARY ANCHORING SYSTEMS (EXPANSION, ADHESIVE ANCHORING SYSTEMS, ETC.) TO 1 WOOD COMPONENTS ARE TO BE FASTENED TOGETHER AS INDICATED IN THE FOLLOWING 11 IL I STRUCTURAL REQUIREMENTS OF THE 2016 RESIDENTIAL CODE OF NEW YORK STATE WHICH IS AND CONFIGURATION OF JOINTS EXPOSED TO VIEW SHALL BE COORDINATED WITH THE BE INSTALLED INTO EXISTING CONCRETE AND MASONRY ELEMENTS ARE TO BE INSTALLED IN SCHEDULE UNLESS SPECIFICALLY INDICATED OTHERWISE ON THE PLANS. ' A' THE 2006 INTERNATIONAL RESIDENTIAL CODE (IRC), EXCEPT AS AMENDED, ALTERED OR ARCHITECT. STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS FOR DRILLING AND CLEANING /=)Cr'lL1�L L� � I/ � DELETED BY THE PROVISIONS OF THE 2010 NEW YORK AMENDMENTS. 14 MINIMUM ANCHOR BOLT REQUIREMENTS FOR ATTACHMENT OF SUPERSTRUCTURE TO OF HOLES, FOR SPACING AND EDGE DISTANCE REQUIREMENTS, AND FOR THE UTILIZATION OF BUILDING' ELEMENT NAIL SIZE/TYPE NUMBER AND LOCATION 2 THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR THE FOLLOWING LIVE LOADS: FOUNDATION SHALL BE AS FOLLOWS: SUPPLEMENTAL COMPONENTS FOR THE ANCHORING SYSTEMS SUCH AS SCREEN TUBES, ■ DOWELING ADHESIVES, ETC. i i��' FLOOR CONSTRUCTION INDICATES DIRECTION OF CUT A. FLOOR LIVE LOADS: CRAWL SPACES, SLABS ON GRADE: 1/2"0 AT 6'-0" O.C. MAX SPACING 2 UNLESS NOTED ON PLAN, CONNECTIONS TO EXISTING SOLID CAST-IN-PLACE CONCRETE ROOMS OTHER THAN SLEEPING ROOMS 40 PSF FULL HEIGHT BASEMENT: 3/4.0 AT 4'-0" O.C. MAX SPACING SHALL BE MADE USING SIMPSON "SET-XP" EPDXY ANCHORING SYSTEM, HILT] 'HIT-RE BUILT UP GIRDER/BEAM 10d FOR 1.50" PLIES 2 HORIZ. ROWS (TOP & INDICATES SECTION NUMBER SLEEPING ROOMS 30 PSF 500-SD" ADHESIVE ANCHORING SYSTEM, HILTI "HIT-HY 150 MAX SD' ADHESIVE ANCHORING BOT) # e t roup STAIRS 40 PSF EMBED ANCHOR BOLTS A MINIMUM OF 15" INTO MASONRY, 7- INTO CAST CONCRETE. SYSTEM OR EQUAL AS APPROVED BY THE ENGINEER. SIZE, EMBEDMENT, SPACING, AND EDGE (3 PLIES OR LESS): 16d FOR 1.75" PUES 12" O.C. DIRECT SECTION MARK: INDICATES A CUT SECTION. SU U�LIII EITIII BALCONIES 60 PSF INSTALL BOLTS WITHIN 1'-0' OF ALL CORNERS AT ALL WALLS. ALL SILL PIECES SHALL HAVE DISTANCES OF ANCHORS AND REINFORCING BARS SHALL BE AS INDICATED ON THE DRAWINGS. ia DECKS 40 PSF A MINIMUM OF TWO ANCHOR BOLTS. FLOOR JOISTS TO 10d COMMON 4 TOE-NAIL INDICATES DRAWING NUMBER � r ,._ �... _•.. .• . 3 UNLESS NOTED ON PLAN, CONNECTIONS TO GROUT FILLED CONCRETE MASONRY SHALL BE SILL OR GIRDER: B. ATTIC LIVE LOAD: 15 SIZES AND LOCATIONS OF ALL REQUIRED EMBEDDED ITEMS FOR ALL TRADES SUCH AS MADE WITH HILT) STANDARD "HAS-E" ISO 898 CLASS 5.8 ANCHOR RODS (MINIMUM YIELD 83 Yl r Hetids Rmd I Suite 2W WITH STORAGE, ROOF SLOPE EXCEEDS 3:12 20 PSF ANCHOR BOLTS, PIPING SLEEVES, HOLDOWN ANCHORS, ETC. SHALL BE COORDINATED BY THE STRENGTH = 58 KSI AND MINIMUM ULTIMATE STRENGTH = 72.5 KSI) USING HILTI 'HIT HY70" RIM/BOX JOIST TO 16d COMMON 3 END DIRECT INDICATES SECTION NUMBER In Farm COTporate park I pan CT 0010 WITHOUT STORAGE, ROOF SLOPE 3:12 OR LESS 10 PSF GENERAL CONTRACTOR WITH OTHER TRADES. OR HILT] "HIT FFY150 MAX" ADHESIVE ANCHORING SYSTEMS OR EQUAL AS APPROVED BY THE JOIST END: ENGINEER. SIZE, EMBEDMENT, SPACING, AND EDGE DISTANCES OF ANCHORS AND SECTION BUBBLE: DENOTES SECTION (=49041401www.ftmm C. ROOF SNOW LOAD: 16 CONCRETE FORMWORK SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 6, ACI 318. REINFORCING BARS SHALL BE AS INDICATED ON THE DRAWINGS. BRIDGING TO JOISTS: Sd COMMON 3 TOE-NAIL OR '71,'71 GROUND SNOW LOAD (Pg) 20 PSF FABRICATION AND PLACEMENT OF REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS 10d COMMON 2 DIRECT OWNERSHIP. USE AND ALTERATION OF DOCUMENTS OF CHAPTER 7, ACI 318. CONSTRUCTION JOINTS AND EMBEDDED ITEMS, SUCH AS PIPING 4 UNLESS NOTED ON PLAN, CONNECTIONS TO HOLLOW CONCRETE OR CLAY BRICK MASONRY INDICATES DRAWING NUMBER D. WIND DESIGN DATA: SLEEVES, SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 6, ACI 318. THE SHALL BE MADE WITH HILT] STANDARD "HAS-E' ISO 898 CLASS 5.8 ANCHOR RODS (MINIMUM FLOOR TRUSS CHORD 16d COMMON 3 DIRECT Z g drawings, specifications BASIC WIND SPEED (3-SECOND GUST) 135 MPH (ULTIMATE) PRODUCTION OF CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 5, ACI 318. he Client ectrowled es that the documents, drof s En YIELD STRENGTH = 58 KSI AND MINIMUM ULTIMATE STRENGTH = 72.5 KSI) USING HILT( "HIT TO SILL OR GIRDER: including electronic media files are instruments of The DiSalvo Engineering EXPOSURE D HY70" INJECTABLE ADHESIVE ANCHORING SYSTEM WITH `HIT-SC" COMPOSITE SCREEN TUBES Group's services and shall remain the property of The DiSalvo Engineering 17 THE CONVEYANCE AND PLACEMENT OF THE CONCRETE SHALL CONFORM TO THE OR EQUAL AS APPROVED BY THE ENGINEER. SIZE, EMBEDMENT, SPACING, AND EDGE BAND JOIST TO 10d COMMON 3 DIRECT SECTION THRU SECTION OR DETAIL Group. The Client or any person or entity that acquires or obtains the 3 ALL STRUCTURAL WORK SHOWN OR SPECIFIED ON THESE DRAWINGS IS SUBJECT TO REVIEW REQUIREMENTS OF CHAPTER 5, ACI 318. MECHANICAL VIBRATORS ARE TO BE USED TO DISTANCES OF ANCHORS AND REINFORCING BARS SHALL BE AS INDICATED ON THE DRAWINGS. TRUSS END: 13Y THE STRUCTURAL ENGINEER OF RECORD. ASPECTS OF THE WORK FOUND TO BE CONSOLIDATE THE FRESHLY CAST CONCRETE AROUND THE REINFORCING AND AGAINST FORM drawings and specifications from or through The Client shall not use them on any other project, shall not modify, alter or change the drawings and Z DEFECTIVE BECAUSE IT DOES NOT MEET THE REQUIREMENTS SHOWN OR SPECIFIED SHALL BE SURFACES AND TO PREVENT THE FORMATION OF AIR OR STONE POCKETS, HONEYCOMBING, 5 FOR CONNECTIONS TO EXISTING CONCRETE AND MASONRY, CONTRACTOR MUST LOCATE THE EDGE FLOOR TRUSS 16d COMMON 8" O.C. DIRECT CORRECTED BY THE CONTRACTOR AT NO EXTRA COST TO THE OWNER AS DIRECTED BY THE PITTING OR PLANES OF WEAKNESS. HOWEVER, CARE MUST BE USED TO AVOID OVER POSITION OF EXISTING REINFORCING BARS WITH AN R-METER OR PILOT HOLES PRIOR TO THE BOTTOM CHORD TO SILL specifications without written authorization from The DiSalvo Engineering ENGINEER. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 24 HOURS IN ADVANCE VIBRATION THAT CAN LEAD TO AGGREGATE SEGREGATION. INSTALLATION OF ANCHORS. NOTIFY ENGINEER OF FIELD CONFLICTS PRIOR TO INSTALLATION. Group. Furthermore, The Client agrees to the fullest extent 9 permitted by TO ALLOW THE ENGINEER TO SCHEDULE REVIEWS AT THE FOLLOWING TIMES: EDGE FLOOR JOIST/ 10d COMMON 8" O.C. TOE-NAIL 18 THE INSTALLATION OF SLABS SHALL CONFORM TO THE REQUIREMENTS OF ACI 302.1R-04. law to indemnify and hold harmless The DiSalvo Engineering Group, its A REVIEW OF BEARING SOIL AND FOOTING FORMS INTERIOR FINISH SLAB SURFACES ARE TO HAVE A STEEL TROWEL FINISH. SURFACES OF GENERAL WOOD NOTES: TRUSS TO SILL: 00 KEYNOTE INDICATES REPRESENTATIVE NOTE officers, directors and employees from any and all claims, suits, liability, B. COMPLE71ON OF ROOF FRAMING SLABS FORMING THE SUBSTRATE FOR MUD JOBS ARE TO HAVE A CLASS C SCRATCHED FOUND ON KEYNOTE UST. demands or costs, including attorney fees arising out of or resulting SURFACE. EXTERIOR SLAB SURFACES ARE TO HAVE A CLASS B TOLERANCE WITH THE FINISH 1 WOOD DESIGN IS BASED ON THE AF&PA NDS-05 "NATIONAL DESIGN SPECIFICATION FOR FLOOR SHEATHING 8d COMMONS 6" o.c. EDGES therefrom. C. FINAL REVIEW OF 'PUNCH UST" WOOD CONSTRUCTION WITH THE 2005 SUPPLEMENT". 10" o.c. OTHER AS SPECIFIED ON THE ARCHITECTURAL DRAWINGS. SHORE: INDICATES DIRECTION AND AREA 4 THIS WORK HAS BEEN DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE f WHERE SUPPORT IS NEEDED. CONSTRUCTION HAS BEEN COMPLETED. THE STABILITY OF THE STRUCTURE PRIOR TO 19 THE CURING AND PROTECTION OF CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF 2 STUD BEARING WALLS, SHEARWALLS, AND ROOF/ FLOOR DECKS SHALL BE FRAMED WITH THE WALL CONSTRUCTION COMPLETION IS SOLELY THE RESPONSIBILITY OF THE CONTRACTOR. THIS RESPONSIBILITY CHAPTER 5, ACI 318. CONCRETE SLABS SHALL BE PROTECTED FROM LOSS OF SURFACE MEMBER SIZES AND/ OR TYPES AT THE SPACINGS SHOWN ON PLAN. THE CONTRACTOR WEB OF CHANNEL OR EXTENDS TO ALL ASPECTS OF THE CONSTRUCTION ACTIVITY INCLUDING, BUT NOT LIMITED TO, MOISTURE FOR NOT LESS THAN 7 DAYS USING A CURING COMPOUND CONFORMING TO ASTM SHALL COORDINATE LOCATIONS OF ALL PLUMBING PIPING, HVAC DUCTING AND RECESSED STUD TO SOLE PLATE: 8d COMMON 4 TOE-NAIL OR VERTICAL LEG OF ANGLE JOBSITE SAFETY, ERECTION METHODS, ERECTION SEQUENCE, TEMPORARY BRACING AND C309 OR CONSTANTLY WETTED BURLAP. CURING COMPOUNDS SHALL BE COMPATIBLE WITH LIGHTING FIXTURES, ETC. PRIOR TO LAYOUT TO MINIMIZE INTERFERENCE THAT MAY REQUIRE 16d COMMON 2 END DIRECT SHORING, USE OF EQUIPMENT AND SIMILAR CONSTRUCTION PROCEDURES. REVIEW OF ANY INTENDED FLOORING OVERLAY. DO NOT INSTALL FINISH FLOORING UNTIL SLAB HAS THE ALTERING OR STRENGTHENING OF THE INSTALLED FRAMING. -- CHANNEL: INDICATES CHANNEL POSITION. CONSTRUCTION BY THE ENGINEER IS FOR CONFORMANCE WITH THE DESIGN ASPECTS ONLY, ADEQUATELY DRIED PER THE FLOORING MANUFACTURER'S SPECIFICATIONS. TOP PLATE TO STUD: 16d COMMON 2 END DIRECT NOT TO REVIEW THE CONTRACTOR'S CONSTRUCTION PROCEDURES. LACK OF COMMENT ON 3 ALL WOOD FRAMING IS TO BE STORED ON SITE ABOVE THE GROUND ON -STICKERS' INDOORS FLANGE EDGE OF CHANNEL OR THE PART OF THE ENGINEER WITH REGARD TO CONSTRUCTION PROCEDURES IS NOT TO BE 20 COLD WEATHER CONCRETE PLACEMENT: IF COLD WEATHER CONCRETING CONDITIONS EXIST AS OR UNDER TARPS WITH ADEQUATE CLEARANCES TO ALLOW AIR CIRCULATION. DOUBLE STUDS: 10d COMMON 9" O.C. DIRECT HORIZONTAL LEG OF ANGLE INTERPRETED AS APPROVAL OF THOSE PROCEDURES. DEFINED BY A PERIOD OF MORE THAN THREE DAYS WHEN THE AVERAGE OUTDOOR TEMPERATURE, (HIGH + LOW)/2, IS LESS THAN 40' F, THE PROCEDURES OUTLINED IN ACI 4 WALLS SHALL BE INSTALLED STRAIGHT AND PLUMB. FLOORS SHALL BE INSTALLED LEVEL AT CORNER STUDS: 16d COMMON 16' O.C. DIRECT -�- WORK POINT: INDICATES ORIGIN OF WORK. 5 SHOP DRAWINGS SUBMITTALS TO THE ENGINEER FOR APPROVAL ARE REQUIRED FOR: 306.1 STANDARD SPECIFICATION FOR 'COLD WEATHER CONCRETING" SHALL BE UTILIZED. THE PROPER ELEVATION. ROOFS SHALL BE INSTALLED AT THE PITCHES INDICATED ON THE ARCHITECTURAL DRAWINGS. A CONCRETE REINFORCEMENT 21 HOT WEATHER CONCRETE PLACEMENT: MAINTAIN CONCRETE TEMPERATURE BELOW 90' F AT SOLE PLATE TO 16d COMMON 8" O.C. DIRECTTOP OF LOW SURFACE B. STRUCTURAL STEEL TIME OF PLACEMENT AND COMPLY WITH ACI 301. 5 JOISTSAND RAFTERS SHALL BE INSTALLED DIRECTLY OVER BEARING STUDS UNLESS JOIST OR BLOCKING: -TOP OF HIGH SURFACE C. STEEL FLOOR DECK OTHERWISE DETAILED. 22 THE FOLLOWING SUBMITTALS ARE TO BE MADE TO AND APPROVED BY THE ENGINEER PRIOR BLOCKING BETWEEN 10d COMMON 2" O.C. TOE-NAIL DROP: INDICATES CHANGE IN ELEVATION. FABRICATION AND/ OR DELIVERY TO THE SITE OF THESE MATERIALS PRIOR TO RECEIPT OF TO COMMENCING ANY WORK: 6 JOISTS AND RAFTERS SHALL BE SUPPORTED LATERALLY AT EACH SUPPORT BY FULL DEPTH JOISTS TO TOP PLATE: APPROVAL BY THE ENGINEER IS SOLELY AT THE CONTRACTOR'S OWN RISK. SOLID BLOCKING, EXCEPT WHERE JOISTS ARE SUPPORTED BY A FLUSH HEADER OR NAILED A. CONCRETE DESIGN MIX FOR EACH STRENGTH OF CONCRETE REQUIRED ATTESTING THAT TO A RIM JOIST. RIM/BOX JOIST TO 16d COMMON 8" O.C. TOE-NAIL 6 SOME DETAILS OF THE WORK MAY BE SHOWN ON THE ARCHITECTURAL DRAWINGS. A THE MIXES CAN ATTAIN THE MINIMUM REQUIRED STRENGTHS IN ACCORDANCE WITH TOP PLATE: CAREFUL REVIEW AND STUDY OF THESE DETAILS ARE NECESSARY BEFORE THE FULL SCOPE CHAPTER 5, ACI 318. 7 UNLESS NOTED ON PLAN, PROVIDE A MINIMUM OF TWO STUDS AT EACH END OF ALL FLUSH �, SPAN DIRECTION OF STEEL DECK OF THE WORK CAN BE COMPREHENDED. FRAMED HEADERS OR BEAMS. UNLESS NOTED ON PLAN, PROVIDE ONE JACK STUD AND ONE DOUBLE TOP PLATE: 16d COMMON 16" O.C. DIRECT OR FRAMING MEMBER. B. CERTIFICATES OF COMPLIANCE FOR CEMENT, AGGREGATES, AND ADDITIVES. FULL KING STUD AT EACH END OF ALL DROPPED HEADERS OR BEAMS. POSTS SHALL BE 7 THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATION, AND ANGLES WITH SOLIDLY BLOCKED THROUGH ALL INTERVENING FRAMED DECKS DOWN TO SUPPORTING DOUBLE TOP PLATE 16d COMMON 8 DIRECT ARCHITECTURAL DRAWINGS AND EXISTING CONDITIONS BEFORE PROCEEDING WITH ANY WORK. C. SHOP DRAWINGS WITH PLANS, ELEVATIONS, SECTIONS AND BENDING SCHEDULES INDICATING GIRDER/ BEAMS OR TOP OF FOUNDATION. LAPS AT END JOINTS Q REVISION: INDICATES REVISION NUMBER. ALL REINFORCING AND ACCESSORIES NEEDED IN ADDITION TO ALL PROPOSED g FLUSH FRAMED CONNECTIONS SHALL BE MADE WITH PREFABRICATED GALVANIZED STEEL (24` MIN. OFFSET): 8 DO NOT SCALE DRAWINGS. CONSTRUCTION JOINTS LOCATIONS. HANGERS MADE BY SIMPSON STRONG-TIE COMPANY, INC. OR BY UNITED STEEL PRODUCTS DOUBLE TOP PLATE 16d COMMON 2 DIRECT FABRICATION AND/ OR DELIVERY TO THE SITE OF THESE MATERIALS PRIOR TO RECEIPT OF COMPANY (USP) OF WIDTH AND DEPTH APPROPRIATE FOR THE SUPPORTED MEMBER. INSTALL LAPS AT CORNERS FOUNDATION AND EXCAVATION NOTES: AND APPROVAL OF THESE SUBMITTALS IS AT THE CONTRACTOR'S OWN RISK. WITH THE TYPE AND QUANTITY OF FASTENERS RECOMMENDED BY THE MANUFACTURER. AND INTERSECTIONS: GRID BUBBLE (IN SECTIONS INDICATES GRID PREFABRICATED STEEL HANGERS USED IN CONTACT WITH PRESERVATIVE PRESSURE TREATED GRID LINE WITH VARYING NUMBERS/ LETTERS. 1 THE FOUNDATIONS HAVE BEEN DESIGNED TO REST ON INORGANIC, tUNDISTURBED SOIL OR 23 A DESIGNATED TESTING LABORATORY SHALL CONDUCT STRENGTH TEST IN ACCORDANCE WITH WOOD SHALL BE HOT DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A123 OR STAINLESS HEADER END TO 8d COMMON 2" O.C. TOE-NAIL OR COMPACTED GRANULAR FILL HAVING A PRESUMPTIVE BEARING VALUE OF 1500 PSF. SUCH THE FOLLOWING PROCEDURES: STEEL, TYPE 316, OR HAVE A "TRIPLE ZINC' (ASTM G185) COATING. FASTENERS IN TRIMMER: 10d COMMON 3" O.C. DIRECT BEARING STRATA IS ANTICIPATED AT THE BOTTOM OF FOOTING ELEVATIONS NOTED ON THE CONTACT WITH PRESERVATIVE PRESSURE TREATED WOOD SHALL BE HOT DIPPED GALVANIZED FOUNDATION PLAN. ALL BEARING STRATA SHALL BE REVIEWED BY 'THE ENGINEER PRIOR TO A. MAKE ONE STRENGTH TEST FOR EACH 50 CUBIC YARDS OR FRACTION THEREOF FROM IN ACCORDANCE WITH ASTM A153 OR STAINLESS STEEL, TYPE 316. DO NOT MIX STAINLESS APA RATTED SHEATHING: 8d COMMON 4" O.C. AT EDGES PLACING CONCRETE IN ORDER TO VERIFY THE PRESUMPTIVE BEARING VALUE. EACH MIX DESIGN OF CONCRETE PLACED IN ANY ONE DAY, EXCEPT THAT IN NO CASE STEEL AND GALVANIZED FASTENERS AND CONNECTORS. GRID BUBBLE (IN PLAN AND SECTIONS INDICATES 8" O.C. OTHER # SPECIFIC GRID UNE NUMBERS LETTERS. SHALL A GIVEN MIX DESIGN BE REPRESENTED BY LESS THAN FIVE TESTS. / 2 IN AREAS REQUIRING FILL, THE FILL MATERIAL SHALL BE A UNIFORMLY GRADED MIXTURE OF 9 CONTRACTOR SHALL CHOOSE METAL CONNECTOR (SIMPSON, USP, OR APPROVED EQUAL) GYPSUM SHEATHING: GALV. 11GA X1.75" 4" O.C. ALONG ALL SAND AND GRAVEL WEIGHING NO LESS THAN 120 PCF DRY DENSITY( AFTER COMPACTION IN B. SECURE COMPOSITE SAMPLES IN ACCORDANCE WITH "METHOD OF SAMPLING FRESH BASED ON MEMBER REACTIONS SHOWN ON THE DRAWINGS, UNLESS OTHERWISE NOTED. PLACE. THIS MIXTURE SHALL BE UNIFORMLY GRADED HAVING NO STONE GREATER THAN 3" CONCRETE- (ASTM C172). EACH STRENGTH TEST SHALL BE OBTAINED FROM A DIFFERENT CONTRACTOR TO PROVIDE PRODUCT DATA TO THE ENGINEER FOR APPROVAL W/ 7/16" HEAD/ BEARING POINTS DIAMOND HATCH PATTERNS: IN ANY ONE DIMENSION, AND WITH LESS THAN 10%, BY WEIGHT, PASSING A #200 SIEVE. BATCH OF CONCRETE ON A REPRESENTATIVE, TRULY RANDOM BASIS. WHEN PUMPING OR THE FILL SHALL BE PLACED IN THIN LIFTS BEFORE COMPACTION. EACH LIFT SHALL BE PNEUMATIC EQUIPMENT IS USED, SAMPLES SHALL BE TAKEN AT THE DISCHARGE END. 10 STRUCTURAL WOOD FRAMING USED IN EXTERIOR APPLICATIONS OR IN CONTACT WITH - COMPACTED WITH APPROPRIATE EQUIPMENT TO A MINIMUM OF 95% OF ITS MAXIMUM DENSITY CONCRETE OR MASONRY SHALL BE SOUTHERN YELLOW PINE NO. 2 OR BETTER, ACO ROOF &_CEILING CONSTRUCTION ® STEEL CMU WALL AT OR NEAR OPTIMUM MOISTURE. A SOILS TESTING LAB, HIRED BY THE OWNER, SHALL TEST C. MOLD FOUR SPECIMENS FROM EACH SAMPLE IN ACCORDANCE WITH "METHOD OF MAKING (ALKALINE COPPER QUATERNARY) OR CA (COPPER AZOLE) PRESERVATIVE PRESSURE TREATED THE MATERIAL BEFORE AND AFTER COMPACTION FOR CONFORMANCE: WITH THIS SPECIFICATION. AND CURING CONCRETE COMPRESSION AND FLEXURE SPECIMENS IN THE FIELD" (ASTM WOOD WITH A RETENTION APPROPRIATE FOR END USE. CEILING JOIST 16d COMMON 4 TOE-NAIL ® PLYWOOD SHEATHING OVERBUILD AREA NO LIFTS SHALL BE PLACED WHEN WEATHER CONDITIONS ARE SUCH THAT THE MOISTURE C31), AND CURE UNDER STANDARD MOISTURE AND TEMPERATURE CONDITIONS, IN TO TOP PLATE: CONTENT OF THE FILL CANNOT BE PROPERLY CONTROLLED. 11 BUILT-UP MEMBERS OF THREE PLIES OR LESS SHALL HAVE ADJACENT PLIES NAILED SAND AND OR GROUT MUD JOB ACCORDANCE WITH SECTION 7(A) AND 7(B) OF THE ABOVE ASTM METHOD. TOGETHER WITH TWO ROWS OF NAILS AT 12" O.C. (10d COMMON NAZIS FOR 1-1/2" PLIES, / 3 WITHIN THE PERIMETER OF THE PROPOSED NEW STRUCTURE STRIP THE GROUND SURFACE OF CEILING JOISTS LAPS 10d COMMON 4 DIRECT ALL TOPSOIL, ORGANIC AND FILL MATERIAL COMPACT TOP OF REMAINING EXCAVATED D. DETERMINE SLUMP OF THE CONCRETE SAMPLE FOR EACH STRENGTH TEST AND WHENEVER 12d COMMON NAILS FOR 1-3/4' PLIES). BUILT-UP MEMBERS OF MORE THAN 3 PLIES (OVER PARTITION): GRADE ® EXIST. BUILDING CONSISTENCY OF CONCRETE APPEARS TO VARY USING "METHOD OF TEST OF SLUMP OF SHALL BE ASSEMBLED WITH 1/2`0 THRU BOLTS AT 16" O.C. STAGGERED UP AND DOWN WITH SURFACE. PORTLAND CEMENT CONCRETE- (ASTM C43). 2' CLEARANCE AT TOP AND BOTTOM EDGES. CEILING JOISTS 10d COMMON 5 DIRECT GRAVEL :-•,..0 CONCRETE 4 THE SLAB-ON-GRADE SUB-BASE SHALL BE CRUSHED STONE PASSING A 2" SIEVE AND WITHTO RAFTTER: LESS THAN 10%, BY WEIGHT, PASSING A #100 SIEVE. E. DETERMINE AIR CONTENT OF NORMAL WEIGHT CONCRETE SAMPLE FOR EACH STRENGTH 12 EXTERIOR END WALLS OF CATHEDRAL CEILING SPACES SHALL BE FRAMED WITH STUDS = BEARING WALL - - -' ROCK TEST IN ACCORDANCE WITH EITHER "METHOD OF TEST FOR AIR CONTENT OF FRESHLY RUNNING CONTINUOUSLY (NOT SPLICED) FROM FLOOR TO ROOF, ADDITIONAL FRAMING MAY BE COLLAR 'TIE 10d COMMON 5 DIRECT 5 THE BOTTOM OF EXTERIOR FOOTINGS NOT ON SOLID ROCK SHALL BE AT LEAST 3'-6' BELOW MIXED CONCRETE BY PRESSURE METHOD" (ASTM C231) OR "METHOD OF TEST FOR AIR NECESSARY, SEE PLANS. TO RAFTFER: -l-u SHEAR WALL ® UNDERPINNING FINISHED GRADE. THE SURFACE OF THE SOIL BELOW ALL FOOTINGS SHALL BE MECHANICALLY CONTENT OF FRESHLY MIXED CONCRETE BY THE VOLUMETRIC METHOD" (ASTM C173). ROOF RAFTER 10d COMMON 4 TOE-NAIL COMPACTED PRIOR TO SETTING FOOTING FORMS. FOOTINGS ON LEDGE SHALL REST ON DIMENSIONED WOOD FRAMING NOTES: TO TOP PLATE: BEARING/SHEAR WALL BROOM CLEAN SOLID ROCK. IF THE SLOPE OF THE ROCK SURFACE EXCEEDS 1 ON 6, THE F. TEST THREE SPECIMENS: ONE AT SEVEN DAYS, AND TWO AT 28 DAYS IN ACCORDANCE FOOTING SHALL BE DOWELED TO THE LEDGE WITH 3/4"O STEEL ROADS DRILLED 10" INTO THE WITH 'METHOD OF TEST FOR COMPRESSIVE STRENGTH OF MOLDED CONCRETE CYUNDERS" 1 THE STRUCTURAL WOOD STRESS GRADE STAMPED LUMBER SHALL BE GRADED AS FOLLOWS: ROOF RAFTER 16d COMMON 4 TOE-NAIL OR ROCK SURFACE AT 2'-0" O.C. (ASTM C39). THE 28 DAY TEST RESULT SHALL BE THE AVERAGE OF THE TWO TO RIDGE: 16d COMMON 3 END DIRECT SPECIMENS. IF THE AVERAGE OF THE TWO SPECIMENS IS LESS THAN THE REQUIRED JOISTS, RAFTERS, STUDS: DOUGLAS FlR-LARCH OR DOUGLAS FlR-LARCH 6 DO NOT UNDERMINE EXISTING OR NEWLY PLACED FOUNDATIONS BY EXCAVATING WITHIN A STRENGTH, TEST THE FOURTH SPECIMEN AT 45 DAYS. WHEN HIGH EARLY STRENGTH IS (NORTH), NO. 2 VALLEY/THIP RAFTER 16d COMMON 2" O.C. TOE-NAIL OR ZONE DIRECTLY BELOW THESE FOUNDATIONS AND EXTENDING DOWN AND OUTWARDS AT A 45' REQUIRED, TWO SPECIMENS SHALL BE TESTED AT SEVEN DAYS. I Fb (BASE) = 850 PSI, TO RIDGE, HEADER 16d COMMON 3" O.C. END DIRECT ANGLE. E = 1,600,000 PSI OR TRIMMER: 7 PROTECT ALL SOIL UNDER FOUNDATIONS FROM FREEZING DURING CONSTRUCTION. DO NOT CONCRETE MASONRY NOTES: 1 2 THE DESIGN OF THE DIMENSIONAL LUMBER MEMBERS AND THEIR CONNECTIONS IS BASED ON JACK RAFTER 10d COMMON 3 TOE-NAIL OR ABBREVIATIONS AND DESIGNATIONS POUR CONCRETE ON FROZEN SOIL THE LUMBER HAVING A K SHALL CONFORM TO THE REQUIREMENTS OF 'BUILDING CODE MOISTURE CONTENT AT THE 71ME OF INSTALLATION OF 19% OR LESS. TO HIP: 16d COMMON 2 END DIRECT ACI AMERICAN CONCRETE STITUT1 CONCRETE MASONRY WOR B KEEP FOUNDATION EXK KIPS CAVATIONS FREE FROM WATER AT ALL TIMES. REQUIREMENTS FOR MASONRY STRUCTURES (ACI 530-08/ ASCE 5-08/ TMS 402-08)" AND 3 JOISTS OR RAFTERS ARE TO BE INSTALLED WITH "CROWN" UP (I.E. POSITIVE CAMBER) AND BLOCKINGBETWEEN 10d COMMON 2" O.C. TOE-NAIL ADH IN ADHE KLF KIPS PER LINEAR FOOT "SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530.1-08/ ASCE 6-08/ TMS 602-08)". WITHIN 1/2. OF STRAIGHT, END-TO-END ALIGNMENT. RAFTERS TO TOP PLATE: AFF ABOVE FINISH FLOOR KSI KIPS PER SQUARE INCH 9 IF STANDING WATER IS PRESENT IN THE FOOTING EXCAVATION, A 4- TO 6" THICK LAYER OF AFPA AMERICAN FOREST AND KSF KIPS PER SQAURE FOOT 3/4" CRUSHED STONE SHALL BE COMPACTED INTO THE BOTTOM OF THE EXCAVATION AND 4 SEVERELY DISTORTED (TWISTED, BOWED, CUPPED, CHECKED, ETC.) LUMBER SHALL NOT BE ROOF SHEATHING: 8d COMMON 6" O.C. EDGES PAPER ASSOCIATION DEWATERING METHODS SHALL BE USED THAT WILL NOT UNDERMINE THE BEARING OF ANY 2 THE COMPRESSIVE MASONRY STRENGTH, f rn, SHALL BE 1,500 PSI MINIMUM. SYSTEM USED. 10" O.C. OTHER RISC AMERICAN INSTITUTE OF L STEEL ANGLE ADJACENT FOOTINGS. COMPONENTS HAVE BEEN SELECTED BASED ON THE UNIT STRENGTH METHOD. STEEL CONSTRUCTION LBS POUNDS AISI AMERICAN IRON AND LCE LENGTH OF COMPRESSION 10 IN PLACING AND COMPACTING FILL AND BACKFILL MATERIAL, DO NOT DAMAGE NOR DISPLACE 3 CONCRETE BLOCK SHALL BE LIGHTWEIGHT HOLLOW LOAD BEARING MASONRY UNITS 5 NOTCHES IN THE TOP OR BOTTOM OF DIMENSIONED LUMBER JOISTS OR RAFTERS SHALL NOT � STEEL INSTITUTE EMBEDMENT CONCRETE WORK ALREADY IN PLACE BY CONTACT FROM COMPACTION MACHINERY, DCONFORMING TO ASTM C9o, TYPE EIG WITH L MINIMUM ULTIMATE COMPRESSIVE STRENGTH EXCEED ONE-SIXTH THE MEMBER DEPTH AND SHALL NOT BE LOCATED IN THE MIDDLE THIRD 2 NAILS AND SPIKES SPECIFIED ON PLAN SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED ARC AMERICAN INSTITUTE OF LCS LENGTH OF COMRESSION OF THE SPAN, UNLESS OTHERWISE NOTED ON PLANS. END NOTCHES SHALL NOT EXCEED IN FEDERAL SPECIFICATIONS FF-N-105B AND AS NOTED IN THE TABLE BELOW: TIMBER CONSTRUCTION SPLICE SUBJECTING IT TO OVERTURNING FROM HEAVY COMPACTING LOADINGS, OR ANY OTHER CAUSE. OF 1,900 PSI ON THE NET AREA OF THE UNITS. UNITS SHALL BE PROTECTED FROM ONE-FOURTH THE MEMBER DEPTH, UNLESS OTHERWISE NOTED ON PLANS. BORED HOLES ANCH ANCHOR LF LINEAR FOOT AT FROST WALLS BRING FILL AGAINST SUCH CONCRETE AT THE SAME RATE AS THE MOISTURE ABSORPTION. APPROX APPROXIMATE LH LEFT HAND SHALL NOT BE WITHIN 2' OF THE TOP AND BOTTOM OF THE MEMBER AND THEIR DIAMETER PENNYWEIGHT REMAINDER OF FILL, COMPACTING UNIFORMLY ON BOTH SIDES USING HAND OPERATED ARCH ARCHITECT LLH LONG LEG HORIZONTAL TAMPERS. IN BASEMENT AND CRAWL SPACE AREAS DO NOT BACKFILL AGAINST WALLS UNTIL 4 PORTLAND CEMENT USED IN THE MORTAR AND GROUT SHALL CONFORM TO ASTM C150. SHALL NOT EXCEED ONE-THIRD THE MEMBER DEPTH, UNLESS OTHERWISE NOTED ON PLANS. TYPE ASTM AMERICAN SOCIETY OF LLV LONG LEG VERTICAL THE FLOOR OR ROOF DECK BEARING ON THE WALLS HAS BEEN INSTALLED AND FULLY MASONRY CEMENT SHALL NOT BE USED. 8d 10d 12d 16d 20d TESTING MATERIALS LP LOW POINT ATTACHED TO THE TOP OF THE FOUNDATION. LAMINATED VENEER LUMBER (LVL). PARALLEL STRAND LUMBER (PSL). AND LAMINATED STRAND AWS AMERICAN WELDING SOCIETY LSL LAMINATED STRUCTURAL LUMBER 5 MORTAR SHALL BE TYPE S CONFORMING TO THE VOLUMETRIC PROPORTIONS SET FORTH IN LUMBER (� NOTES: LTE LENGTH OF TENSION 11 INVERTS OF FOOTING DRAIN, IF REQUIRED, ARE TO BE SET A MINIMUM OF 2" ABOVE THE ASTM C270. USE 1 PART PORTLAND CEMENT; 0.25 TO 0.5 PARTS HYDRATED LIME OR LIME SHANK DIAMETER 0.131 0.148" 0.148' 0.162" 0.192" B-## BEAM MARK EMBEDMENT BOTTOM OF ADJACENT FOOTINGS. PUTTY; AGGREGATE, MEASURED IN A LOOSE, DAMP CONDITION SHALL BE 2.25 TO 3 TIMES 1 LAMINATED VENEER LUMBER SHALL BE "MICROLLAM" AS MANUFACTURED BY WEYERHAEUSER, BD BOARD LTS LENGTH OF TENSION BM BEAM SPLICE THE SUM OF THE VOLUMES OF CEMENT AND LIME/ LIME PUTTY. ADD WATER TO PRODUCE "GP LAM" AS MANUFACTURED BY THE GEORGIA-PACIFIC CORPORATION OR "LP SOLIDSTART' COMMON LENGTH 2.50" 3.00" 3.25" 3.50" 4.00` BOT BOTTOM LVL LAMINATED VENEER LUMBER 12 USE LEAN CONCRETE (f'c = 1500 PSI) OR CONTROLLED COMPACTED FILL FOR A WORKABLE MIX. AS MANUFACTURED BY THE LOUISIANA-PACIFIC CORPORATION. PARALLEL STRAND LUMBER I B BASE PLATE OVER-EXCAVATION OF FOOTINGS. SHALL BE 'PARALLAM' AS MANUFACTURED BY WEYERHAEUSER. LAMINATED STRAND LUMBER BP-## BEARING PLATE MAS MASONRY 6 COARSE GROUT USED IN PILASTERS AND WALLS SHALL CONFORM TO THE VOLUMETRIC SHALL BE 'TIMBERSTRAND" AS MANUFACTURED BY WEYERHAEUSER. HEAD DIAMETER 0.281" 0.312" 0.312" 0.344" 0.406" MARK MAX MAXIMUM 13 WHERE FOOTINGS ARE IN CLOSE PROXIMITY OF SUB-SURFACE PIPING, BOTTOM OF FOOTINGS PROPORTIONS SET FORTH IN ASTM C476. USE ONE PART PORTLAND CEMENT, 2.25 TO 3 BSG BEARING MC MOMENT CONNECTION 8" PEA GRAVEL ADD WATER TO PRODUCE A 2 MINIMUM ALLOWABLE STRESS AND STIFFNESS CHARACTERISTICS SHALL BE AS FOLLOWS: BS BOTH SIDES MECH MECHANICAL SHALL BE AT LEAST 8' BELOW ELEVATION OF PIPING, UNLESS OTHERWISE SHOWN ON THE PARTS DAMP LOOSE SAND, 1 TO 2 PARTS 3/8- BTWN BETWEEN MF MOMENT FRAME DRAWINGS. FLOWABLE MIX WITH AN 8" TO 11" SLUMP. ALTERNATIVELY, FINE GROUT MAY BE USED THAT PNEUMATITC OR ELECTRIC POWERED HAMMERS TYPICALLY UTILIZE LIGHTER GAGE FASTENERS BW BEARING WALL MFR MANUFACTURER CONFORMS TO THE VOLUMETRIC PROPORTIONS SET FORTH IN ASTM C476 USING ONE PART MATERIAL Fb Fc (PAR) Fc (PER) Fv E AND NORMALLY REQUIRE ADDITIONAL FASTENERS TO BE INSTALLED. FASTENER B/ BOTTOM OF MIN MINIMUM 14 EXISTING UTILITIES: LOCATE EXISTING UNDERGROUND UTILITIES IN AREAS OF EXCAVATION PORTLAND CEMENT, 2.25 TO 3 PARTS DAMP LOOSE SAND AND ADDING WATER TO PRODUCE SPECIFICATIONS MUST BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO MISC MISCELLANEOUS WORK. PROVIDE ADEQUATE MEANS OF SUPPORT AND PROTECTION DURING EARTHWORK A FLOWABLE MIX WITH AN 8' TO 11" SLUMP. 2.0E LVL 2,600 PSI 2,510 PSI 750 PSI 285 PSI 2,000,000 PSI INSTALLATION IF POWERED HAMMERS ARE TO BE USED. p## COLUMN ABOVE COLUMN MARK MID OL MEAL RY OPENING OPERATIONS. 7 STEEL REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60. REINFORCING BARS 3 BOLTS SHALL CONFORM TO ASTM A307 OR ASTM A36. CBL COLUMN BELOW 2.0E PSL 2,900 PSI 2,900 PSI 750 PSI 290 PSI 2,000,000 PSI CB CROSS BRACING NDS NATIONAL DESIGN SPECIFICATION TO BE LAPPED 48 BAR DIAMETERS AT SPLICES. REINFORCEMENT TO BE SECURED AGAINST CANT CANTILEVER NIC NOT IN CONTRACT CONCRETE NOTES: DISPLACEMENT AT SPACING NOT EXCEEDING 200 BAR DIAMETERS. 4 LAG AND WOOD SCREWS SHALL CONFORM TO ANSI/ASME STANDARD 818.6.1-19.81. CJ CONTROL/CONSTRUCTION JOINT NO NUMBER 1.55E LSL 2,325 PSI 1 2,050 PSI 1 800 PSI 1 310 PSI 1 1,550,000 PSI I OR CEILING JOIST NS NEAR SIDE 1 STRUCTURAL CONCRETE WORK SHALL CONFORM TO ALL THE REQUIREMENTS OF ACI 318-08, 8 JOINT (HORIZONTAL) REINFORCEMENT SHALL BE W1.7 (9 GAGE) WIRE, LADDER TYPE, 5 ALL FASTENERS USED IN CONTACT WITH PRESERVATIVE PRESSURE TREATED WOOD SHALL BE CL.G CEILING NTS NOT TO SCALE - "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" IN rT"S ENTIRETY. CERTAIN DUR-O-WALL, OR AN APPROVED EQUAL PLACE JOINT REINFORCING IN EVERY SECOND HOT DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A153 OR STAINLESS STEEL, TYPE 316. CUR CLEAR 4 NEW/ y PORTIONS OF THIS SPECIFICATION ARE PRESENTED HERE ONLY FOR! CLARIFICATION AND THE COURSE (16' ON CENTER), UNLESS OTHERWISE NOTED ON PLANS. JOINT REINFORCEMENT MEMBER SIZES SHOWN ON PLAN (WIDTH X DEPTH) SPECIFIED AS LVL MAY BE CONSTRUCTED DO NOT MIX STAINLESS STEEL AND GALVANIZED FASTENERS AND CONNECTORS. CMU CONCRETE MASONRY UNIT OC ON CENTER D OF MULTIPLE LVL PLIES OR PSL OF THE SPECIFIED DEPTH, FASTENED TOGETHER BY NAILING COL COLUMN OD OUTSIDE DIAMETER `� �N 1) O CONTRACTOR'S CONVENIENCE AND ARE NOT INTENDED TO REPLACE OR AMEND THIS SHALL BE LAPPED 6" AT SPLICES. CONC CONCRETE OF OUTSIDE FACE Q Q1-1 J02�P, SPECIFICATION. OR BOLTING AS REQUIRED. MEMBER SIZES FOLLOWED ONLY BY PSL MUST BE INSTALLED AS 6 BORED LEAD HOLES FOR FASTENERS SHALL BE AS FOLLOWS: CONN CONNECTION OPNG OPENING A` �-` '�, 9 PLACE UNITS WHILE MORTAR IS SOFT AND PLASTIC. REMOVE AND RELAY IN FRESH MORTAR A SOLID MEMBER. NOT BUILT-UP. CONT CONTINUOUS OPP OPPOSITE co L 1111-1(P 2 CONCRETE SHALL BE NORMAL WEIGHT AND DEVELOP A MINIMUM STRENGTH IN 28 DAYS AS A. NAIL AND SPIKE LEAD HOLES ARE NOT REQUIRED UNLESS TO PREVENT SPLITTING OF CY CUBIC YARD Y 1 ° ..a ANY UNIT DISTURBED TO THE EXTENT THAT INITIAL BOND IS BROKEN AFTER INITIAL 3 MEMBERS MAY NOT BE BORED OR NOTCHED WITHOUT WRITTEN PERMISSION FROM THE FOLLOWS POSITIONING. WOOD. IF REQUIRED, LEAD HOLE DIAMETER SHALL NOT EXCEED 75% OF NAIL/SPIKE CENTER UNE P-## PIER MARK ° +' L „ ENGINEER. DIAMETER. PAF POWDER ACTUATED FASTENER . 1i - MAX. WATER/CEMENTITIOUS (W/C) RATIO DB DIAGONAL BRACE PC-## PILE CAP MARK �i '� �' LOCATION ( / ) 10 FULLY BED UNITS IN ALL SHEARWALLS INCLUDING CROSS WEBS. SHEATHING PANELS: B. WOOD SCREWS - LEAD HOLE DIAMETER EQUALS 7/8 OF UNTHREADED SHANK DIAMETER DBL DOUBLE PERP PERPENDICULAR F ,`,Z, ,% FOOTINGS AND WALLS 3000 PSI 0.50 11 ALL CELLS WITH REINFORCING BARS OR BOLTS SHALL BE GROUTED SOLID. IN CONNECTED WOOD PART AND 7/8 OF DIAMETER AT ROOT OF THREAD IN WOOD DIADIAM DIAMETER PLYWD P�YWOODPLFPER uNEAR FOOT SFQp INTERIOR SLABS 4000 PSI 0.50 1 SHEATHING PANELS, PLYWOOD OR ORIENTED STRAND BOARD (`OSB SHALL CONFORM TO RECEVING THREAD. DIM DIMENSION PROJ PROJECT OR PROJECTION � 1L 12 VERTICAL CELLS TO BE GROUTED SOLID SHALL HAVE A MINIMUM CLEAR OPENING OF 3" X U.S. PRODUCT STANDARD PS-1, AND BEAR THE APA GRADE-TRADEMARK OF THE AMERICAN EXTERIOR SLABS 4500 PSI 0.45 DN DOWN PLATE --- = PLYWOOD ASSOCIATION. ONLY PLYWOOD SHALL BE USED ON FLOORS. C. LAG SCREWS - LEAD HOLE DIAMETER EQUALS SHANK DIAMETER FOR EXTENT OF DWG DRAWING PSF POUNDS PER SQ E TYPE I OR TYPE II AND CONFORM TO ASTM C150. UARE FOOT 2-1/2". THE ENTIRE PERIMETER OF THE CELL SHALL BE FULLY BEDDED WITH MORTAR. UNTHREADED SHANK, AND 60% OF SHANK DIAMETER FOR THREADED PORTION OF SHANK. PSI POUNDS PER SQUARE INCH 3-1-. 11 3 PORTLAND CEMENT SHALL B 2 SHEATHING PANELS FOR FLOORS, ROOF, AND WALLS SHALL BE APA RATED SHEATHING, EA EACH PSL PARALLEL STRAND LUMBER 4 OTHER CEME:NTITIOUS MATERIAL SUCH AS FLYASH OR GROUND GRANULATED BLAST- FURNACE 13 CONSOLIDATE GROUT POURS EXCEEDING 12" IN HEIGHT BY MECHANICAL VIBRATION AND EXPOSURE 1, WITH A MINIMUM SPAN INDEX RATING OF 32/16. SEE PLANS FOR THICKNESS. D. THRU BOLTS - LEAD HOLE DIAMETER 1/32- TO 1/16- LARGER THAN NOMINAL BOLT EF EACH FACE PT PRESERVATIVE TREATED SLAG MAY BE BLENDED WITH CEMENT FOR USE IN THE CONCRETE MIX. FLYASH SHALL RECONSOLIDATE BY MECHANICAL VIBRATION AFTER INITIAL WATER ABSORPTION AND / AL EJ EXPANSION JOINT CONFORM TO ASTM C618 AND MAY REPLACE CEMENT IF THE FOLLOWING RANGES FOR THE 2 SETTLEMENT HAS OCCURRED. GROUT POURS EXCEEDING 5'-O" ARE HIGH LIFT POURS 3 SHEATHING PANELS ON FLAT SURFACES SHALL BE INSTALLED WITH FACE GRAIN DIAMETER. EL ELEVATION QTY QUANTITY CLASSES OF FLYA.SH; CLASS C. 20 TO 35%; CLASS F, 15 TO 25%., GROUND GRANULATED REQUIRING CLEANOUTS AND SHALL BE INSTALLED IN LIFTS NOT EXCEEDING 5'-O". PERPENDICULAR ACROSS TO SUPPORTS AND CONTINUOUS OVER TWO OR MORE SPANS. 7 INSERT TFHREADEO SCREW TYPE FASTENERS BY TURNING WITH SCREWDRIVER OR WRENCHEIEv ELEVATOR . EMBED EMBEDMENT R-## RAFTER MARK BLAST- FURNACE SLAG SHALL CONFORM TO ASTM C989 AND MAY NOT EXCEED 50% OF PROVIDE 1/8" SPACE BETWEEN PANEL EDGES PARALLEL TO FACE GRAIN (LANG DIMENSION DO NOT DRIVE BY HAMMERING. FACILITATE INSTALLATION BY PLACING SOAP OR OTHER EOD EDGE OF DECK RD ROOF DRAIN TOTAL WEIGHT OF CEMENTITIOUS MATERIALS. 14 MASONRY OPENING LINTELS HAVE BEEN DESIGNED ON THE BASIS OF ARCHING ACTION OF OF PANEL), 1/16' SPACE BETWEEN PANEL EDGES OVER SUPPORTING MEMBER. LUBRICANT ON THREADS. EOS EDGE OF SLAB REF REFERENCE THE COMPLETED WALL LINTELS REQUIRE TEMPORARY SUPPORT UNTIL THE MORTAR HAS EQ EQUAL REINF REINFORCEMENT 5 COARSE AGGREGATE SHALL BE 3/4" AND CONFORM TO ASTM C33. ACHIEVED THE SPECIFIED STRENGTH. 4 FLOOR SHEATHING SHALL BE GLUED TO SUPPORTING MEMBERS WITH CONSTRUCTION 8 PROVIDE STANDARD ROUND WASHERS UNDER THE HEADS OF ALL THRU BOLTS AND LAG EQUIP EQUIPMENT REQ'D REQUIRED ADHESIVE, SUCH AS PL200, LAID IN A CONTINUOUS 1/4- WIDE BEAD ALONG THE MEMBER SCREWS AND UNDER All NUTS UNLESS OTHERWISE INDICATED ON THE PLANS. TIGHTEN EW EACH WAY RTU ROOF TOP UNIT 6 REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. 15 COVER THE TOPS OF ALL MASONRY CONSTRUCTION TO PROTECT AGAINST PRECIPITATION. LENGTH. / FASTENEIRS WITHOUT CRUSHING WOOD FIBERS UNDER WASHERS. EEXXIST EXISTING Ro ROUGH OPENING 1 ISSUED FOR PERMIT 03/08/17 7 WELDED WIRE FABRIC SHALL CONFORM TO ASTM , WITH A MIEXP EXPANSION SC SHEAR CONNECTOR YIELD STRENGTH OF 16 MASONRY SHALL NOT BE CONSTRUCTED IN TEMPERATURES BELOW 40 'F. PROVIDE A HEAT 5 AT DESIGNATED SHEARWALLS, HORIZONTAL EDGES OF WALL SHEATHING PANELS SHALL BE EXT EXTERIOR SCHED SCHEDULE number, issued for date 75 KSI. LAP ONE MESH SIZE AT SIDES AND ENDS, AND WIRE TOGETHER. SOURCE AND PROTECTION AS REQUIRED TO MAINTAIN TEMPERATURE ABOVE 40 'F IN BACKED BY SOLID BLOCKING BETWEEN STUDS TO PROVIDE BACKING FOR SPECIFIED PANEL SECT SECTION ACCORDANCE WITH ACI 530.1, SECTION 1.8.C. EDGE NAILING OF ADJOINING PANELS, SEE PLANS. F-#.# FOOTING MARK SF STEPPED FOOTING OR PR".,ff IMCM 8 NO WELDING OF REINFORCING WILL BE PERMITTED. 17 HOT WEATHER FD FLOOR DRAIN SQUARE FOOT CONSTRUCTION TECHNIQUES, ACI 530.1, SECTION 1.8.D, SHALL BE FEIN FOUNDATION SIM SIMILAR 9 NO ADMIXTURES ARE PERMITTED WITHOUT THE ENGINEERS WRITTEN PERMISSION. CONCRETE IMPLEMENTED WHEN THE AMBIENT AIR TEMPERATURE EXCEEDS 100 'F, OR 90 'F IF THE FIN FINISH SJI STEEL JOIST INSTITUTE EXPOSED TO THE WEATHER, SUCH AS THAT USED IN FOUNDATION WALLS AND GARAGE SLABS, WIND SPEED EXCEEDS 8 MPH. FL FLOOR SL SLAB David Bruce Mann ArchitectSHALL CONTAIN 5% t 1% ENTRAINED AIR. DO NOT USE AIR ENTRIAINMENT ADMIXTURES FOR FS FAR SIDE SOG SLAB ON GRADE � INTERIOR SLABS. 18 UNLESS OTHERWISE SHOWN ON ARCHITECTURAL OR STRUCTURAL DRAWINGS, PROVIDE VERTICAL FT FOOT OR FEEL SPEC SPECIFICATION FTG FOOTING STD STANDARD CONTROL JOINTS THROUGH CONCRETE MASONRY UNIT WALLS FOR FULL WALL HEIGHT AS STL STEEL 10 GROUT FOR USE UNDER STEEL PLATES SHALL BE CEMENT-BASED, NON-SHRINK, FOLLOWS: GA GAGE SW SHEAR WALL 122 East 55th Street New York,NY 10022 NON-METALLIC GROUT HAVING A MINIMUM 7 DAY STRENGTH OF 5000 PSI, SUCH AS FIVE A DISTANCE BETWEEN JOINTS SHOULD NOT EXCEED THE LESSER OF LENGTH TO HEIGHT 6`# GALVANIZED MARK SWB SHR WALL BEAM Tel(212)644-6416 Fax(212)644-6913 STAR GROUT MANUFACTURED BY THE U.S. GROUT CORPORATION. RATIO OF 1.5, OR 25 FEET GEN GENERAL THK THICK 11 CONCRETE ENGINEERED REINFORCING FIBERS SHALL BE POLYPROPYFLENE, COLLATED, B. AT CHANGES IN WALL HEIGHT GYP GYPSUM THIRD THREADED FIBRILLATED FIBERS FROM FIBERMESH COMPANY, 4019 INDUSTRY DIRNE CHATTANOOGA, TN OR C. AT CHANGES IN WALL THICKNESS - INCLUDING PIPE AND DUCT CHASES AND PILASTERS HCR HANGER TThYIP TYPICAL PLATE INSTITUTE Client Date EQUAL APPROVED BY THE ENGINEER. FIBERS SHALL BE USED IN (ACCORDANCE WITH THE D. AT AND ABOVE EXPANSION JOINTS IN FOUNDATIONS AND FLOORS E. AT AND BELOW EXPANSION JOINTS IN ROOFS AND FLOORS THAT BEAR ON THE WALL HK HOOK I/ TOP OF 09/29/16 MANUFACTURER'S RECOMMENDATIONS. HORIZ HORIZONTAL F. NEAR ONE SIDE OF DOOR AND WINDOW OPENINGS LESS THAN 6 FEET WIDE AND AT OR 12 THE FOLLOWING CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT, UNLESS NEAR BOTH SIDES OF OPENINGS OVER 6 FEET WIDE HP HIGH POINT LION UNLESS OTHERWISE NOTED F,I,I,IOTT RESIDENCE HT HEIGHT Scale OTHERWISE NOTED ON PLANS: G. ADJACENT TO CORNERS OF WALLS OR AT WALL INTERSECTIONS WITHIN A DISTANCE EQUAL COVER (INCHES) TO HALF THE CONTROL JOINT SPACING HVAC R CONDITIONING NGNG VIV F� VERIFY YIIN FIELD 275 WEST ROAD AS NOTED UTCHOGUE NY 1193.5 CONCRETE CAST AGAINST AND 19 CERTIFICATES OF COMPLIANCE SHALL BE SUBMITTED TO THE ENGINEER FOR BLOCK GRADE ID INSIDE DIAMETER WP WATERPROOF OR Drawn By PERMANENTLY EXPOSED TO EARTH: 3 AND STRENGTH, GROUT, MORTAR, AND REINFORCING BARS PRIOR TO DELIVERY TO THE SITE. IF INSIDE FACE WORKING POINT INT INTERIOR WT WEIGHT JM/KDJ CONCRETE EXPOSED TO EARTH OR WEATHER: INV INVERT WWF WELDED WIRE FABRIC #6 THROUGH #18 BARS: 2 W/o WITHOUT Title Sheet #5 BAR AND SMALLER: 1 1/2 J-## JOIST MARK W/ WITH JT JOINT CONCRETE TO WEATHER OR .1PDOMNDsR NCONTACT WITH GROUNDOR NUMBER GENERAL NOTES AND SLABS, WALLS, JOISTS: #14 AND #18 BARS 1 1/2 �O MATERIAL SPECIFICATIONS #11 BAR AND SMALLER 3/4 BEAMS, COLUMNS - PRIMARY REINFORCEMENT, TDEG N:16199.01 TIES, STIRRUPS, SPIRALS 1 1/2 he } I Sahm riglneeflRg roup LlL Structural Engineers 83 VIS Heaths Road I Suile 20D Lee Fm Corporate Park 11]anbury,CT 06810 PORCH (2M)49DA140 I mmftcom OWNERSHIP USE AND ALTERATION OF DOCUMENTS: The Client acknowledges that the documents, drawings, specifications including electronic media files are instruments of The DiSolvo Engineering Group's services and shall remain the property of The DiSalvo Engineering Group. The Client or any person or entity that acquires or obtains the drawings and specifications from or through The Client shall not use them on any other project, shall not modify, alter or change the drawings and specifications without written authorization from The DiSalvo Engineering Group. Furthermore, The Client agrees to the fullest extent permitted by law to indemnify and hold harmless The DiSolvo Engineering Group, its officers, directors and employees from any and all claims, suits, liability, demands or costs, including attorney fees arising out of or resulting therefrom. BASFSIENT LIVING 001 101 �❑ ❑ BATH HALL 003 005 UP KITCHEN UP tip HALL 103 002 - " CL LO-01 CL 4 L_ I y EDGE OF 5EGON9 BATH FLOOR FRAMING 1\ __________________ _ _ /\ 102 \V/ 5 1/4x1 1/4 LVL 5 I/4x1 1/4 LVL I 1 NOTE "A" GONGRETE 5TAIR CL CL 71 ----------------- ------------------J I I 5 1/40 I/4 LVL BASEMENT CL DNN 001 o I > EJ > DINING (2)-JACK STUDS d1 3/4" THREADED ROD EMBEDDED 2 -r m Q I 101 AND (I)-KING STUD r INTO SOLID GROUTED GMU BOND > BEAM AT MID DEPTH OF �' X QN IF BASEDiENT 5 3 ry 3 I/N I/i EJ FOYER d m FRAMING, DRILL ROD THRU X 006 100 r WASHER ONDLVL, NUT INTERIOR FACE OF TH K, xV - �_ XLVL S X — • I x " LVL 3 I/2xci 1/2 L I .k. STUDY >�X 105 NOTE "A" 3 I/2Xq 1/2 r\V 1j I I L L 1 2x6 GEILING J015T5 1; ►- m ►- 1 AND RAFTER5 AT 16" x --�— PORCH-------- — -• (2)-#5 VERTIGAL AT GORNER5 (2) #5x6'-O" W1O.G. x �o OF CHIMNEY GMU TO LAP WITH 1 ° 1 3'-0" EMBEDMENT m ; ►- (2)-#5 DOWELS AT TOP OF --------------- - 1 X 1 INTO T/FDN. ,WALL, I 3 I/2x5 1/2 L m 4 FOUNDATION, GONTINUE #5 TO ---- -------------- -- 3" 5TD PIPE GOL Q AT GORNERS OF _ TOP OF GMU ON 22"x22"A2" L- —————————— —————— GHIMNEY GMU 5W5W GONG. FTG. 3 I/2x11 7/8 LVL GONGRETE STAIR SIM I 2x6 GEILING J015T5 3 1/2x5 I/2 LVL EDGE OF FIRST 53 AND RAFTERS AT 16' FLOOR FRAMING O.G. ci�w y `F 4�ND. ✓p0� co FOUNDATION AND F I RST NORTH: NORTH: � IN/ ° FLOOR FRAM I NO PLAN 5EGOND FLOOR FRAM I NO PLAN F` o 1/4" = I'-O" 1/4" = I'-0" • 5LAB TO BE 3" THIGK W/ WWF 6x6 - W2.OXN2.0 0 "EJ" INDIGATE5 EX15T. q 1/2 I-JOI5T5 AT I6"O.G. • "HO" INDIGATE5 51MP50N HTT5 W/ (26) - IOD NAILS, 5/8" ANGHOR ROD 0 "5W" INDIGATE5 1/2" WOOD PANEL 5HEAR WALL - NAIL VERTIGAL AND W/ 10" APHE51VE EMBEDMENT. NAIL TO 51DE OF CORNER P05T OR HORIZONTAL PANEL EDGES WITH IOD NAILS AT 6"o.c. HORIZONTAL 1 ISSUED FOR PERMIT 03/08/17 OPENING JAGK P05T. GONNEGT BOTTOM OF 5EGOND FLOOR AND TOP 13LOGKING BETWEEN 5TUD5 AT HORIZONTAL PANEL EDGE5. NAIL BOTTOM PLATE TO SILL WITH I6D AT 6"o.c. number issued for date OF FIRST FLOOR BY 40 LONG 51MPSON G518 W/ (18)-8D NAILS. /� • "VIF" INDIGATE5 VERIFY IN FIELD AND GONTAGT ENGINEER FOR INTERIOR BEARING WALL5 ARE INDIGATED THUS FRAMING LEOENI? PRINT RECORD FINDING SEE ARCHITECT DRAWINGS FOR ALL DIMENSIONS AND ELEVATIONS. • 5EE ARGHITEGT DRAWINGS FOR ALL DIMENSIONS AND ELEVATIONS. J0I5T5/RAPTER5 BEAMMEAPER WOOD P05T5 David Bruce Mann, Architect • 5EE DRAWING 5-0 FOR GENERAL NOTES AND MATERIAL • 5EE DRAWING 5-0 FOR GENERAL NOTE5 AND MATERIAL 5PEGIFIGATION5. No. OF PLIES IN ® P05T DOWN 122 East 55th Street New York,NY 10022 SPEGIFIGATIONS. BUILT-UP BEAM Tel(212)644-6416 Fax(212)644-6913 EXTENT OF ® POST UP AND DOWN NOTE "A"• 5PAN FRAMING BEAM (3)-2x10 Client Date DOWEL ENDS OF NEW WALL INTO EX. FON. WALLS W/(4)-#5x16" DOWELS AT DIRECTION 51ZE HbAO O P05T UP 09/29/16 OF FRAMING FRAMING 14M 3 I/2xl 17/8 LVL F.LLIOTT RESIDENCE 12"o.e. VERT. HAVING 4" ADHESIVE EMBEDMENT MARK, 5EE 234 275 WEST ROAD Scale SCHEDULE PO5T5 5HALL BE (3)-2x6 CIJTCHOGIJE NY 11935 AS NOTED J-1 __ BEAM I.D._;P MIN. IN 2x6 5TUD WALL5 Drawn By 00WN5LOPE DASHAND (3)-2x4 MIN IN 2x4 ED BEAM REACTION STUD WALL, U.O.N. JM/KDJ DIREGTION WHERE (WOOD-LB5.,5TEEL-KIP5) Title Sheet OF SLOPING BUILT OVER MEMBERS I BY OTHER 5EE LAMINATED VENEER FOUNDATION AND FIRST f FRAMING LUMBER (LVL) AND PARALLEL FLOOR FRAMING AND S-1STRAND LUMBER (P5L) SECOND FLOOR FRAMING NOTE No.2. PLAN TDEG H:16198.01 he 1 Sahro ngineering t' UP l Structural Engineers 83 Kloster Heots Road I Suite 200 , Lee Famti Cmpnrate Park I Danbury,CT 06810 (203)490-0140 I wrrm.ftcofn P RCH OWNERSHIP, USE AND ALTERATION OF DOCUMENTS: The Client acknowledges that the documents, drawings, specifications including electronic media files are instruments of The DiSalvo Engineering Group's services and shall remain the property of The DiSolvo Engineering Group. The Client or any person or entity that acquires or obtains the drawings and specifications from or through The Client shall not use them on any other project, shall not modify, alter or change the drawings and specifications without written authorization from The DiSolvo Engineering \ Group. Furthermore, The Client agrees to the fullest extent permitted by law to indemnify and hold harmless The DiSalvo Engineering Group, its officers, directors and employees from any and all claims, suits, liability, demands or costs, including attorney fees arising out of or resulting therefrom. BED 100NI OI A ER Ll >- CL - BATH ER ---------- ------- - T- -- IL------ R- --------- CL >< ti BATA CL CL 202 3J/2x5-112-LVL ER DN -- BEDRO . BEDROOM (2)-2x4 P05T 2 J 201 X -� O TRI X �{ 5 1/4x7 I/4 LVL U- N w , N R 10 I TRI (2)-2x10 LOGATE RAFTER R r�J UNDER WALL ABOVE BATH p, o l'L1 206 C 5 .,,.,,,,, �f2x5 I/2-L-VL� I✓2x5 1/2 L 5..,..., ., �Q HD �0O� NORTH: -7V I ROOF FRAM I NO PLAN 1/4" = I'-O" • "ER" INPIGATE5 EXIST. 2xb RAFTERS AT 16" O.G. p `E , • "EX INDIGATE5 EX15T. 2x6 GEILING JOI5T5 AT I6" O.G. • "R" INDICATES NEW 2x10 RAFTER5 AT I6" O.G. • "5,W."_.INDIGATE5 1/2" WOOD PANEL SHEAR WALL - NAIL VERTIGAL AND HORIZONTAL PANEL EDGES WITH IOD NAIL5 AT b"o.c. HORIZONTAL BLOGKING BETWEEN 5TUD5 AT HORIZONTAL PANEL EDGE5. NAIL 1 ISSUED FOR PERMIT 03/08/17 BOTTOM PLATE TO 5ILL WITH 160 AT 6"0.C. number issued for date • "FW" INDIGATE5 OVERBUILD ONTO ROOF FRAMING BELOW. FRAMIN& LEOENO PRW MCCRD • "VIF" INDIGATE5 VERIFY IN FIELD AND GONTAGT ENGINEER FOR FINDING J015T5/RA FTER5 BEAtMMEADER WOOD P05T5 David Bruce Mann, Architect • INTERIOR BEARING WALL5 ARE INDIGATED THUS '__'_==s= No. OF PLIES IN E P05T DOWN 122 East 55th Street New York,NY 10022 • 5EE ARGHITEGT DRAWINGS FOR ALL DIMENSIONS AND ELEVATIONS. /BUILT-UP BEAM Tel(212)644-6416 Fax(212)644-6913 /-EXTENT OF ® POST UP AND DOWN • 5EE DRAWING 5-0 FOR GENERAL NOTES AND MATERIAL SPAN FRAMING BEAM (3)-2xIO Client Date 5PEGIFIGATION5. DIREGTION 51ZE W8x10 0 P05T UP 09/29/16 OF FRAMING FRAMIN5 was 3 I/2xI I -1/8 LVL '� F.I.IdOTT RFSIDENCF. Scale MARK, SEE � 275 WEST ROAD 5GHEDULE P05T5 SHALL BE (3)-2x6 AS NOTED J-1 BEAM I.D. CUTCHOGUE NY 11935 _�� MIN. IN 2xb STUD WALLS Drawn By KDJ DOWNSLOPE DASHED BEAM REACTION AND (3)-2x4 MIN IN 2x4 JM STUD WALL, U.O.N. / DIRECTION WHERE (WOOD-LBS., STEEL-KIP5) Title Sheet OF 5LOPIN6 BUILT OVER MEMBERS I BY OTHER SEE LAMINATED VENEER t FRAMING LUMBER (LVL) AND PARALLEL ROOF FRAMING PIAN ,S-2 5TRAND LUMBER (P5L) NOTE Not. TDEG N:16198.01 STUD WALL WITH ,.,. I i swim SHEATHING 5EE PLAN FOR FRAMING riginee `in CE COL. �� 21/2" 21/2" Structural Engineers 1/4 83 FIN15H GRADE, O TYf'. LAP �p HOOK Lee Fanrt oster a Panic lRwd llkn Suite 2{la 5EE ARGHY51TE v �r DWG'S bri CI 06610 SEE NOTE I Ib BAR DIAM.ETER5 (203)49(}4140 I rl►.tde�oom FOR EL. CORNER BAR SIZE OWNERSHIP, USE AND ALTERATION OF DOCUMENTS: AND 5PAGING TO •� • - The Client acknowledges that the documents, drawings, specifications MATCH HORIZ. REINF. including electronic media files are instruments of The DiSalvo Engineering I III]— 11=III I� 4" 4" ty Group's services and shall remain the property of The DiSalvo Engineering 2x6 P.T. SILL, 5EE DWG. 5-0 Group. The Client or any person or entity that acquires or obtains the 5EE ARCH DW195 FOR ANCHORAGE drawings and specifications from or through The Client shall not use them FOR PL PROOF IN HATER on any other t shall not modify, ltr change the Engineeringfnd NG — �" spec f cat ons without writtenauthorizati authorization from The DiSolvo NP Group. Furthermore, The Client agrees to the fullest extent permitted by BLOCKING BETWEEN JOISTS law to indemnify and hold harmless The DiSalvo Engineering Group, its officers, directors and employees from any and all claims, suits, liability, demands or costs, including attorney fees arising out of or resulting POUROUS therefrom. GRANULAR BAGKFILL o oo AT CORNERS AT INTERSECTIONS 5EGOND POUR FIRST POUR GAP PLATE I'-O"xl/2" x "BM. WIDTH" W/(2)-7116") HOLES TYP. LAP PROVIDE I" V GROOVE ON 12" +/_ FOR 3/&"(P x4" LAG 5EE NOTE I EXPOSED FACE OF WALL AT 5EE NOTE 3, 4 AND BOLTS, I" EDGE 015TANGE JOINT. 5EE NOTE 7 _ IIIGON5TRUGTION JOINT, 6" lb. STEEL COLUMN 3116 I CENTER 2x4 KEY ON WALL 5HRINKAGE CRACK 2x4 GOVT. KEY GENTERLINE BUILT UP e (2)-#5, CONT., WOOD DROPPED TOP AND BOT. GIRDER AND STEEL FILTER FABRIC, COLUMN MIN. 4" BED OF BA5E fE I/2"xWxO'-8" I ( I I 3/4" GRU5HE1? SLAB ON GRADE, 5EE LEVELING fE I L-__ STONE ABOVE PLAN FOR REINF. ___J PIER, IF REQUIRED L______J PERF. PIPE I/4"x8"x0'-8" - I I/4" NON-SHRINK I ► CONCRETE SLAB, NOTES: CONSTRUCTION JOINT CONTROL JOINT x x x x x x x GROUT III 5EE PLAN I I I. ALL BAR 5PLIGE5 SHALL BE GLA55 "B" LAP 5PLIGE-5 WITH 56 BAR DIAMETERS MINIMUM. �088� x--x x x x x—x x � -� 000 O I � 2. PROVIDE CONSTRUCTION JOINT AT END OF EACH DAY'S POUR. WALLS SHALL NOT BE POURED IN CONTINUOUS LENGTHS p oG2" MINI 11-1 , III=III=1 =III EXCEEDING 30 FEET WITHOUT PROVIDING GON5TRUGTION JOINT5 OR CONTROL JOINTS. H I�I�I I I °000o p` '�Ii�lf=ill B�Q cs�Q �8�b��8`b 3. PROVIDE GON5TRUGTION/GONTROL JOINT5 AT FACE OF PIERS UNLE55 OTHERWI5E NOTED ON PLAN. �OOC q�E I�II�II=HT II it IIII�II 4. AT CONTROL JOINT, PROVIDE BEVEL JOINT "7"/10 INTO WALL 5URFAGE BOTH 51DE5. STOP ALTERNATING HORIZONTAL BOT. OF FTREINFORCING BAR5 6" SHORT OF CONTROL JOINT. 5EE ARCH. 1/2"(P ANCHOR8" BOLTS WITH Q° 5. SEE APPROPRIATE 5EGTION FOR WALL REINFORCEMENT.EMBED. 2" BEND 5EE PLAN FOIR FTG.51ZE, THIGKNE55 AND 6. VERTICAL REINFORCING AND/OR 5OPPORT BARS NOT 5HOWN FOR CLARITY. GOVT. PVG 2-4 �yAND 4 THREADED REINF., IF REQUIRED PERFORATE �� PROJECTION -1. PROVIDE CAULKING AT JOINT IF REQUIRED. 5EE SPEGIFIGATION5. DRAIN PIPE ` VW FOUNDATION HALL 5EGTION I T 'rP I GAL INTERIOR COLUMN i3A5E DETAIL AT NEW 5LAE3 2 TYPICAL GONREHALL /GON5TRUGTION DETAIL 5-2 ' =3/4" 1-0 -03/4" 3 2x6 P.T. 51LL PLATE 5EE DWG. 5-0 5TUD 14ALL WITH FOR ANCHORAGE #5 AT 12" O.G. SHEATHING 5EE PLAN FOR FRAMING EACH MAY n MA50NRY FIN15H 5EE ARCH 0W65 • • FIN15H GRADE, 2x4 P.T. SILL PLATE SEE DWG. 5-0 5EE ARCHJ51TE • 3" GLR. DWG'S FOR ANCHORAGE FOR EL. 6" MIN. " b" 4" Ell-I I HT�II-I I • • 5EE ARCH DW65 FOR WATER v0-1,� e PROOFING p�00gp0�0 POUROU5 �F)o opo o pQQonno�� NEW GRANULAR jg0"pp �C� QN �. ✓oyp� BACKFILL o poOooLg o�pAQ°�gU O p 00� OC o0 c:)o-�� 36o�8g� �� (2)-#5, CONT., �0000�0 000 F TOP AND BOT. 12„ FILTER FABRIC MIN. 4" BED OF (2)-#5, GONT., 3/4" GRU5HEO TOP AND BOT. STONE ABOVE VAPOR PERF. PIPE RETARDER. LAP Y EDGES 24" AND Z 1 ISSUED FOR PERMIT 03/08/17 TAPE. OMIT AT m number issued for date EXTERIOR 5LA65 v . PRAT RECORD N 2x4 CONT. KEY x x x x x -X—x —'- David Bruce Mann, Architect r p oCc 2" MINIOI I I�I I�I I�I 122 East 55th Street New York,NY 10022 '— 1=1 I M1 I 1=1 I ITel(212)644-6416 Fax(212)644-6913 �OOC H I I r Client Date 0 09/29/16 B1:L JOTT RESIDENCEOT. OF FTG. EL. NATURAL "GUT" GRADE FOR Scale SEE ARCH. DWG'S. COMPACTED SUB-GRADEAS NOTED 8" 8" 8" 8" I'-0" CUTC 8" 5 WEST ROAD r HOGUE NY 11935 2x4 GOVT. KEY Drawn By CONT. PVG 2'-0" 21-4" JM KDJ PERFORATED FTG. DRAIN Sheet RAIN PIPE FOUNDATION DETAIL AND FOUNDATION MALL 5EGTION 4 SECTIONS S'3 3/4" = 1'-0" 5-3 'MEG N:16198.01 he i Sam Will ■ ngineering roup Structural Engineers RIDGE (8)-160 NAIL EAGH 510E 83 1►boster tleighfis Rand I Suite 200 (3)-2x10 RAFTER 5EE ARGH. OWLS. FORLee Farm C%pode Park I Dan CT 06810 SLAB TO REAR OF CHIMNEY GONNEGT TOPS OF DEPTH REQUIRED FOR EXTEND CONCRETE HEARTH =49DA14011ttm1 Ream M-2x10, TYP. RAFTERS ON OPP051TE HEARTH FIN15H MA50NRY OWNERSHIP, USE AND ALTERATION OF DOCUMENTS: 51DE5 OF RIDGE W/ The Client acknowledges that the documents, drawings, specifications PREFABRIGATED I-JOISTS, 5EE n " including electronic media files are instruments of The DiSolvo Engineering 5IMP50N LSTA30 STRAP ROOF RAFTER AND #3 AT 12 O.G. W/ 6 HOOKS Group's services and shall remain the FRAMING PLANS FOR SIZE AND P property of The DiSalvo Engineering ROOF SHEATHING. AT BOTH ENDS (TURN Group. The Client or any person or entity that acquires or obtains the SPAGING. PARALLraw EL TO LVL dings and specifications from or through The Client shall not use them 5EE PLAN FOR 51ZE BEAM W/ 5IMP50N FACE MOUNT HOOKS TO LAY FLAT) y other project, shall not modify, alter or change the drawings and HANGERS specifications without written authorization from The DiSalvo Engineering (20)-120 NAIL EA. on an AND THICKNESS,RIDGE BEAM, 5EE RESPEGTIVELY, AND Group. Furthermore, The Client agrees to the fullest extent permitted by 51DE OF 2X10 TIE PLAN FOR 51ZE ARGH. DWG-S. FOR FIN15H FLOOR, 5EE kaw to indemnify and hold harmless The DiSalvo Engineering Group, its PITGH ARGH OW65. officers, directors and employees from any and all claims, suits, liability, FLOOR SHEATHING demands or costs, including attorney fees arising out of or resulting therefrom. V 17 X x X xx x x �. 2x BLOGKIN6 �— X x xx x x x x ' BETWEEN RAFTERS X x x Z ;2x10 TIE ON BOTH �,lJ ,51DE5 OF (3)-2x10 GONNEGT RAFTERS TO TOP OF WALL W/ X x x X 5IMP50N T512 TW15T STRAPS X x x x #3 AT 18"o.G. 11/2"(P THRU-BOLT x x CEILING FRAMING, 8" GMU 5EE ARGH 01^165 GONTINUOUS #6 BAR IN GORNER OF CHIMNEY IN SOLID GROUTED CELL. LAP SPLIGES 3'-0", I TYPIGAL FOR ALL GHIMNEYS WALL SHEATHING TYP I GAL ROOF TRU55 DETA I L5 TYP I GAL ROOF RAFTER 5TRAPP I NO DETAIL 2 TYP I GAL GANT I LEVER HEARTH SLAB DETAIL 3 3/4" = 1'-0" 5-4 3/4" = I'-o" 5-4 3/4" = 1'-0" 5-4 1 OF NEI y FAN D. ✓� Op CO 1 ISSUED FOR PERMIT 03/08/17 nwmber issued for date PRW R!ECM David Bruce Mann, Architect 122 East 55th Street New York,NY 10022 Tel(212)644-6416 Fax(212)644-6913 Client Date 09/29/16 ELLIOTT RESIDENCE Scale 275 WEST ROAD AS NOTED CUTCHOGIJE NY 11935 Drawn By JM/KDJ Title Sheet TYPICAL DETAILS AND SECTIONS S'4 'MEG 0:16199.01 GENERAL NOTES ELECTRICAL NOTES Site Data 1. ALL WORK SHALL CONFORM TO ALL LAWS, RULES, AND REGULATIONS, INCLUDING REFERENCES STANDARDS, OF THE 1. EXAMINE DRAWINGS AND BECOME FULLY INFORMED OF THE EXTENT AND CHARACTER OF WORK TO BE PERFORMED. NEW YORK STATE BUILDING CODE, FIRE PREVENTION CODE, FIRE DEPARTMENT REGULATIONS, UTILITY COMPANY ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. REQUIREMENTS, AND THE BEST TRADE PRACTICES. ALL MATERIALS AND EQUIPMENT USED IN THE PROJECT SHALL 2. SUPPLY AND INSTALL ALL ITEMS, ARTICLES, MATERIALS, & OPERATIONS INCLUDING ALL LABOR, EQUIPMENT, CONFORM TO, AND HAVE APPROVALS IN ACCORDANCE WITH THE LOCAL MUNICIPALITY, ALL REFERENCE SUBCODES, AND MATERIALS, & TOOLS NECESSARY TO COMPLETE ALL SYSTEMS SHOWN ON DRAWINGS, RENDERING A COMPLETE Property Address WITH ANY OTHER PUBLIC AUTHORITIES OR AGENCIES OR AGENCIES HAWING JURISDICTION OVER THE PROJECT. INSTALLATION. 2. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED CERTIFICATES OF INSURANCE WITH THE 3. OBTAIN ALL PERMITS REQUIRED. ARRANGE FOR INSPECTION OF THE WORK BY INSPECTION AUTHORITY, AND PAY ALL DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, AND PAY ALL FEES REQUIRED BY GOVERNING NEW YORK FEES. PROVIDE FINAL CERTIFICATE TO THE CLIENT/OWNER. 28135 ` O 275 West Road, Cutchogue, Town of AGENCIES. 4. CONFORM TO THE REQUIREMENTS OF THE ELECTRICAL CODE AND THE RULES & BY-LAWS OF ALL AUTHORITIES 3. THE CONTRACTOR SHALL BE LICENSED WITHIN THE COUNTY OF WORK. HAVING JURISDICTION. �� ! Southold, Suffolk County, New York. 11935 4. THE CONTRACTOR SHALL PROVIDE WORKMEN'S COMPENSATION, LIABILITY, AND PROPERTY DAMAGE INSURANCES TO 5. ALL MATERIAL EQUIPMENT SHALL BE NEW, UL APPROVED, BEARING THE UL STAMP, AND BE COMMERCIAL GRADE LIMITS AS REQUIRED BY THE LOCAL MUNICIPALITY AND /OR OWNER, AND SHALL BE RESPONSIBLE FOR OBTAINING AND UNLESS OTHERWISE NOTED. r- PAYING FOR ANY AND ALL PERMITS REQUIRED BY THE LOCAL BUILDING DEPARTMENT AND ARRANGING FOR ALL 6. PROVIDE TEMPORARY ELECTRICAL POWER FOR THE WORK OF OTHER TRADES AS REQUIRED BY THE GENERAL �; \ 1 ,�1 S.C. Tax No. 1000-110-07-11.1 REQUIRED NOTIFICATIONS, TESTINGS, INSPECTIONS, AND APPROVALS. CONTRACTOR. 7. PROVIDE TYPED CIRCUIT DIRECTORIES FOR PANELBOARDS. 5. THE CONTRACTOR UPON COMPLETION OF THE WORK, SHALL APPLY AND ARRANGE FOR DEPARTMENT OF BUILDINGS INSPECTIONS AND SIGN-OFFS REQUIRED. 8. PROVIDE A CERTIFICATE OF GUARANTEE OF WORKMANSHIP AND MATERIAL FOR ONE YEAR FROM DATE OF 6. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH THE EXISTING SITE CONDITIONS. THE ACCEPTANCE. SUBMIT "AS-BUILT" DRAWINGS WITH ONE SET OF MARKED UP PRINTS TO CLIENT/OWNER AFTER (�� 1 pN p Cti �e� vos1O� CONTRACTOR SHALL CHECK AND VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS IN THE FIELD PRIOR TO COMPLETION OF WORK. ,�V /� I `al �t� ex.IL�ng �tcee COMMENCING WORK, AND SHALL REPORT ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS TO THE SVS, byQ"Ove 1820 oo testaenc IL ARCHITECT. ��QLA o41'ltea /� tell �\ 10�+ Lot Area 7. IN A RENOVATION OR RESTORATION PROJECT, ALL DIMENSIONS AND CONDITIONS SHOWN ARE APPROXIMATE, AS ALL �/ y NEW WORK MUST JOIN AND ALIGN WITH EXISTING CONDITIONS. THE CONTRACTOR SHALL DETERMINE ACTUAL FINISHED �\ oveal°ILs a ` 0.480 ACRES DETAILS of CONSTRUCTION RELATING TO HEIGHTS, SIZES, ETC. BASED ON FIELD MEASUREMENTS, ALL IN ORDER TO JOIN NOTE: PROVIDE HARDWIRED, INTERCONNECTED SMOKE \ 110,�t / e '�ey 1SILs`�eek A� \ \ �' = 20,925 SF AND ALIGN NEW TO EXISTING WORK. DETECTORS IN ALL BEDROOMS, AND IN HALLWAYS / I 'No° a 8. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OUTSIDE OF BEDROOMS, IN MECHANICAL ROOM, AND 1 V fovea � OF THE WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED ON THE DRAWINGS. °us{y aPl' IL°�11, cellar ce vet AO ` _ ExistingI Story Frame House 9. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER AT FOOT OF BASEMENT STAIRS. CARBON MONOXIDE area Yte`n a00 c°ILILa� � / / et+�an t°°{o 0 o y TRADES (PLUMBING, ELECTRICAL, ETC.) DETECTORS TO BE THROUGHOUT DWELLING PER ICC 2015 CODE. �' rove ose m t°� and Garage Coverage = 1,342 SF 10. PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL vionSlY ap "'N s ty 4to C teeheato° �� 2t'os neck 1 ` `Y g g ' ARRANGE FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGN-OFFS. \ ca rte osea`L ve SF ge / J 40• vv oa 11. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, AND REPAIRING AS REQUIRED TO PERFORM ALL OF THE °{fit e�a�attt°'te w' / ', rn� age SUE 1 ` 2 � Existing 2 Story House WORK INDICATED ON THE DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. {xm%1 st°� e eviOusly {E r 230 12. THE CONTRACTOR SHALL PROTECT AND BE RESPONSIBLE FOR THE SITE AND ADJOINING PROPERTIES, BUILDING DEMOLITION NOTES ex e�,atag 1't ovea 4sG g�F Coverage = 1,158 SF STRUCTURES, PAVEMENTS, SIDEWALKS, STREETS, CURBS, LANDSCAPING', UTILITIES, AND IMPROVEMENTS WITHIN THE AREA 1. CONTRACTOR SHALL PERFORM ALL OPERATIONS OF DEMOLITION AND REMOVAL INDICATED ON THE DRAWINGS AND AS wtO`ts / �� aPpt oseal SILo>y ` X ell 2 Sip O�S� X04 of OF OPERATIONS UNDER THE CONTRACT. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY TEMPORARY CLOSURES, MAY BE REQUIRED BY THE WORK. ALL WORK SHALL BE DONE CAREFULLY AND NEATLY, IN A SYSTEMATIC MANNER. i' 4tOp a°�vtO _ GUARD RAILS, BARRICADES, ETC., TO ADEQUATELY PROTECT ALL WORKMEN, OCCUPANTS, AND THE PUBLIC FROM 2. ALL EXISTING SURFACES AND EQUIPMENT TO REMAIN SHALL BE FULLY PROTECTED FROM DAMAGE. THE CONTRACTOR !g? ' X-)A w t' sIL g {'n 5 fig. - POSSIBLE INJURY. IF NECESSARY, TEMPORARY PROTECTION AND A CHAIN LINK FENCE SHALL BE CONSTRUCTED TO 'p ,/ { ° ,y 2• 32, O Existing Lot Coverage 2500 SF SHALL ASSUME FULL RESPONSIBILITY FOR DAMAGE AND SHALL MAKE REPAIRS REQUIRED WITHOUT ADDITIONAL COST TO d s fell ace SILO ,P 5 2 30' PREVENT UNAUTHORIZED ACCESS TO THE PROJECT SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANYyell ' THE OWNER. Y�M '_ tnaS° over 255 3� aty`' 60Z , VANDALISM OR DAMAGE RESULTING FROM UNAUTHORIZED ACCESS TO THE SITE FOR THE DURATION OF THE PROJECT. 3, NO DEBRIS SHALL BE ALLOWED TO ACCUMULATE ON THE SITE. DEBRIS SHALL BE REMOVED BY THE CONTRACTOR °a 1Sfp�C,EA�P t°°{ sILo°1' n 13. ALL EXITS SHALL BE KEPT READILY ACCESSIBLE AND UNOBSTRUCTED AT ALL TIMES. AS THE JOB PROCEEDS. LEGALLY DISPOSE OF MATERIALS OFF-SITE. THE SITE SHALL BE LEFT BROOM CLEAN AT THE 1. \ 1 21 r COf� �GE bi'ek H / °{over /� 2�8' 1 14. ALL PIPING AND WIRING SHALL BE REMOVED To A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR COMPLETION OF DEMOLITION. & cD S 28 GA 66 /� o. 'Cool ° SILoov �/ PLUGGED. 4. REMOVE OR RELOCATE ALL WIRING, PLUMBING, AND MECHANICAL EQUIPMENT AFFECTED BY REMOVAL OF PARTITIONS. �d\ \ y 21.5 fin• //t . back / Previously approved 15. CONTRACTOR SHALL PROVIDE FOR THE LEGAL REMOVAL AND DISPOSITION OF RUBBISH AND DEBRIS, AND FOR THE REMOVED PIPES AND OR LINES SHALL BE CUT TO A POINT OF CONCEALMENT BEHIND OR BELOW FINISH SURFACES, AND GENERAL CLEANING FOR THE FOR THE DURATION OF THE PROJECT. THE SITE SHALL BE LEFT DAILY WITH ALL SHALL BE PROPERLY CAPPED OR PLUGGED. MAINTAIN EXISTING UTILITIES TO REMAIN AND PROTECT AGAINST DAMAGE 1 fin ,ae 1 / �� proposed I Story Frame 4 MATERIALS AND TOOLS STORED IN AN ORDERLY FASHION, WITH ALL AREAS BROOM SWEPT. NO ACCUMULATION OF DIRT DURING DEMOLITION. DO NOT INTERRUPT EXISTING BUILDING UTILITIES, EXCEPT WHEN AUTHORIZED IN WRITING BY THE 2g 0 / g 2 ii �. 24 2 SILot`J H011Se and Garage Addition OR DEBRIS SHALL BE PERMITTED. UPON PROJECT COMPLETION, THE CONTRACTOR SHALL LEAVE THE PREMISES FREE �t °Sea 50 ARCHITECT AND/OR OWNER. 5 Coverage AND CLEAR OF ALL RUBBISH AND DEBRIS, AND IN A BROOM SWEPT CONDITION. �. vet prop e = 16. ALL EXPOSED FINISHED SURFACES SHALL BE TREATED, CLEANED, VACUUMED, OR POLISHED IN ACCORDANCE WITH 5. IF UNANTICIPATED MECHANICAL, ELECTRICAL OR STRUCTURAL ELEMENTS CONFLICT WITH DEMOLITION, REPORT THE esn / {tn• o of° a{tarn -� g 1,427.5 SF NATURE AND EXTENT OF THE CONFLICT TO THE ARCHITECT IN WRITTEN, ACCURATE DETAIL. PENDING RECEIPT OF eILet/ `' gar G2 �tevi°Usk b,,cksco°4 So°aa�taon 1 co ney n� MANUFACTURER'S RECOMMENDATIONS. INSTRUCTIONS, REARRANGE DEMOLITION SCHEDULE TO MAINTAIN PROGRESS. / t1• rove 17. DISTURBANCE OR DAMAGE RESULTING DIRECTLY OR INDIRECTLY FROM THE OPERATION OF THE CONTRACTOR, 6. IF ASBESTOS CONTAINING MATERIALS ARE ENCOUNTERED OR SUSPECTED, NOTIFY OWNER AND CEASE DEMOLITION 22.2 app a1 cell`t / INCLUDING DAMAGE TO LAWNS, PLANTINGS, OR OTHER LANDSCAPE ITEIMS, SHALL BE PROMPTLY RESTORED, REPAIRED, g a t°Pose e ILt�ce AND/OR REPLACED TO THE COMPLETE SATISFACTION OF THE ARCHITECT AND OWNER AT NO ADDITIONAL COST TO THE WORK IN THE AFFECTED AREA UNTIL ARCHITECT AND/OR OWNER ISSUES INSTRUCTION TO RESUME WORK. \ eS�' off` { eti / Previouslyapproved OWNER. \ wa< e X33 SaJ �X� 1)17 19. UNLESS OTHERWISE PROVIDED, THE ARCHITECT AND ARCHITECT'S CONSULTANTS, INCLUDING EQUIPMENT r aeon atyvvell / Total Proposed Lot Coverage = 2,585.5 SF MANUFACTURERS AND THEIR REPRESENTATIVES, SHALL HAVE NO RESPONSIBILITY FOR THE DISCOVERY, PRESENCE, PLUMBING AND DRAINAGE NOTES HANDLING, REMOVAL, DISPOSAL OF, OR EXPOSURE OF PERSONS TO HAZARDOUS MATERIALS IN ANY FORM AT THE \ _ PROJECT SITE. THIS INCLUDES, BUT IS NOT LIMITED TO: ASBESTOS, ASBESTOS PRODUCTS, POLYCHLORINATED BIPHENYL 1. ALL PLUMBING WORK SHALL BE INSTALLED IN STRICT ACCORDANCE WITH 171E REQUIREMENTS OF ICC 2015 CODE, / 12.3% AND ALL OTHER APPLICABLE COUNTY AND MUNICIPAL CODES. (PCB), LEAD PAINT CONTAMINANTS, OR ANY OTHER TOXIC SUBSTANCE'S OR CONTAMINATE. SHOULD ANY HAZARDOUS / 2. PLUMBING CONTRACTOR TO EXAMINE PROPOSED LAYOUT WITH REGARD TO EXISTING FIELD CONDITIONS, AND NOTIFY MATERIAL BE ENCOUNTERED OR SUSPECTED, THE CONTRACTOR SHALL CEASE WORK IMMEDIATELY AND RENEW THE ARCHITECT OF ANY DISCREPANCIES BETWEEN ARCHITECTURAL DRAWINGS AND FIELD CONDITIONS. PROJECT CONDITIONS WITH THE ARCHITECT AND OWNER PRIOR TO PROCEEDING WITH ANY WORK OF THE CONTRACT. 3. PLUMBING CONTRACTOR SHALL INFORM ARCHITECT OF ANY REVISIONS TO THE PLANS DUE TO FIELD CONDITIONS OR \ �/ Proposed Coverage of 20. EXCAVATION FOR UTILITY PIPING OR FOUNDATIONS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. *1 rn. COMPLIANCE WITH REQUIREMENTS OF THE APPLICABLE CODES. `� CONTRACTOR SHALL NOTIFY THE LOCAL BUILDING DEPARTMENT AND/OR UTILITY COMPANY TO DETERMINE LOCATIONS OF 4. PLUMBING CONTRACTOR SHALL ARRANGE AND OBTAIN INSPECTIONS AND ALL REQUIRED SIGN-OFFS. \ � 2 story frame addition ANY EXISTING UNDERGROUND UTILITIES, AND PROVIDE PROTECTION FOR SAME DURING EXCAVATION PROCEDURES. / 21. THESE DRAWINGS AS ARTICLES OF SERVICE ARE PROPERTY OF THE ARCHITECT AND SHALL NOT BE USED FOR O ` O' t0 existing 2 story frame OTHER BUILDINGS, PROJECTS, OR PROPOSALS, OR PORTIONS THEREOF UNLESS SPECIFICALLY APPROVED BY THE \ /� / / pSt = 375 Sf ARCHITECT. IT IS A VIOLATION of THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE �I � house ARCHITECT, TO ALTER THIS DOCUMENT IN ANY WAY. THE INFORMATION, CONCEPTS, IDEAS, AND DESIGN CONTAINED IN ENERGY CODE COMPLIANCE p ILet»el THESE DOCUMENTS ARE PROTECTED BY UNITED STATES COPYRIGHT LAWS. ILII \ „ ve�^ayRS� Pnk�`c 1. To the best of my knowledge, belief, and professional judgement, these plans and �' \ ` /2�' S� W °{si°nem ,�,eaby Total Proposed Lot Coverage = 2,960.5 SF specifications are in compliance with the New York State Energy Conservation Code 14% N�S ,N V vV c` `ILetl' eawy WIND-BORNE DEBRIS PROTECTION FOR OPENINGS \ FOR WALL OPENING PROTECTION OF130 MPH 5-5-COND KIND GU5T5 MAXIMUM MOAN ROOF HEIGHT: 55') \ \ SHUTTER ASSEMBLY PO4 PAA!"L!+'Al\"5 O< 4'O w;ac 5�'AV `., O-EROQS�D SITE PLAN NOTES: INFORMATION FOR THIS PLOT PLAN WAS TAKEN FROM A SURVEY PREPARED BY Scale 1" 20' NATHAN TAFT CORWIN III LAND SURVEYOR JAMESPORT NEW YORK DATED DECEMBER 25!92• APA PO.P10 MNI 48/24}REAT7+1*1S bRI.� PLrwoOD 1 22 1998 AND CERTIFIED TO FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK, (OVCRLAP ARfJ.JND OFENINv9 4') A� MDLY. ATTAFORTH NORTH FORK BANK, ROBERT J. TAPP, AND NICHOLAS ELLIS. GuINS 5T12t.IGTiJRfIL PANEL. FASTEN TO t�11LSi:N!�wl VIO,c9'(w/WASHERS)6ALVINIZED O'R STANLE9*3 C-TECL erI ^000 SGREA a 16'O.G. AL'KRNATIVE FASrn•cR. rOR Sf4YrT R TO BUILDIWS, /7 11;O TCC N)TS ATTACHE✓TO VL06 „v/MIOXI-1/'.2 (W/WAS+JVRS) D 1 °/ MAr_WW- BD_T R 12' O.G. k D I 4"VTR 4"VTR 4 11 VTR V A('i 14 2 n 13 J Roof Roof Roof 1 - --• Exist. TOViN, OF SO1JTHOLD TI*'LE 5CGT10N ASSC`�13LY, BATH 206 Stack 4 1/4"THICK eOLTS o 2'OG �, waw.•.z;. 2" Second FloorExist �►•e" � .. Stack , ©,��1� KITCHEN 103 2 New Lay. I I 2" I Replace ' i Sink New i I 4 I/2„,AI Replace SHUTTER ASSEMBLY I W.C. I New I I Dishwasher �� '� PlT.3. Shower roR PAWL�AN!'i.4'ax W!D£1ct�4v I I 25/^2'APA SPAN-RATrV 46/24'S+'ICATNIN6 60,AVE PLYv�OD I I Ground Floor (OVIERLAP AROJ417 001�N,NS5 4') Second FlI 2x4�+jTRQN5-19ACKS A 24.Oc Floor Second Floor A55-MM-e, 4 't2 'L2 u,PR1:P3'�. _P_Yr10oD TO Zx�S • IOxS"(wl WA RS)6ALVINtZED 012 " " �2 "WYE"tailpiece for BATH 102 AMENDED FOR DOB REVIEW 02/16/201-8 5TAINt.E`.'.55 5TCEL V(OOD BGRCW 0 12"O,G. " _ 2).ATTAGH'Nc5 STFtJGTIRAL PANEi.: FASTEN TO B111LDIN5 w/ dishwasher 2° 1 ISSUED FOR DOB REVIEW 03/08/2017 wox5'(r,/^A5HCE 5)GALVANIZED OR STA1,Lr55 STEEL -�""� number issued for date WOOD Scps'1 m 16"O.G. _••-_"" ALTERNATIVE rA51_"cR f O'2 e"j,,LR TO eVILO N6 MIO TM MJT5 ATTAG+ICD TO 5LO6 w/010.0-1/2 (W/ WA^�HC►ta) MALH�NE-BOLT a IZ•O.G. � �---4" 2" , I 2^ Relocate �1�" PRINT RECORD Replacedrainn ppie I� UV. WINDOWS - GLAZED OPENING 2 sWasher I " e Relocate I I 4--� David Bruce Mann, Architect PIQOTCGTION IS PEOUTRCD POR ALL. &LAIRC D AAS Relocate IN ACGORDANrE WITH S'M*5 LE TEST O�LARfor was! 'r I W.C. b flab AND OF A5T`". i8b. G0NTT2,►LTOIa MAY 1.15C^00VGOD s-►xucrrl2n:.F'A�LS Shower 122 East 55th Street New York,NY 10022 A5TM E' IN LIE')Or THE ABOV'C MENTIONED K%00WS I PANCLS TO 6t PRCGVT TO PI7 OVER ViNDO/k'i WITH Tel(212)644-6416 Fax(212)644-6913 HARDWAQZ PROVIDED.FA5TE`ER5 Top TSC Or�'6N-D TO 1 A1^i L16N V41TH N00A.TALK P05T!� IiAGE�t• .LL PLATE. Ground Floor Basement Floor Ground Floor I PANELS TO MAINTAINED O`•Sift NS LABEL LOCA*IOBL 014EA,H PAS=.L. Client Date �4 ` 'L -I_ 2" 2" ELLIOTT RrsIDENCE scale C p• �4„ 275 WEST ROAD AS NOTED To Septic „ CUTCHOGUE NY 11935 4 � To Septic L4" ( .O. To Septic L-4" Drawn 13 C G Y "Title Slicet 0 PLUMBING RISER DIAGRAM PLUMBING RISER DIAGRAM PLUMBING RISER DIAGRAM PROPOSED SITE PLAN sp-I NTS 0NTS NTS AND BUILDING NOTES NOTES AND LEGEND NEW WALL CONSTRUCTION EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE REMOVED 0 PORCH EXIST.LIVING 104 Remove exist. fin. floors throughout areas 100 through 104 --------------------------w ASEMENT --------- Exist. -------Exist. Exist. BEDROOM DW j Sink i I ---=----=------------ o shes, Save this M fixtures, and window for iii cabinetry. reuse in new j j j i .KITCHEN UP location Ili i 103 III I Gas Exist. Remo finishes, c I I ' Ref.Ran a fix res, and __-----= _ binetry -------'77-------------- ------------ ---------- I 0 / � . —�; 'Exist' EXIST.BATH I 'L Shower j CLBATH UP --------1� i r� 1�- BATH UP HALL[ 0 ------i i i Ew'�tl I I EXIST.CL ------ EXIST.CL Exist. I I I I 7 I r — Lay. — CL L-----------� -- \\ ----------------------------- I i -- 0 CL I I I 1 I • ��\ i I I jij CL �� i I DN I I I I III h� —JAI EXIST.DINING III 101 �i O BATH CL CL 4, - -T �'y j Mr.FOYER III 100 I I I I CL BASEMENT DN 101 BEDROOM hl I I HALL PORCH Bluestone I 1 1 Save window and shutters 4`iy for relocation • , �' � t AMENDED FOR DOB REVIEW 02/16/2018 1 ISSUED FOR DOB REVIEW 3/08/2017 number issued for date BASEMENT DNION FLOOR PLAN FIRST FLOOR DEMOLITION PLAN S(@ 0, ECOND FLOOR DEMOLITION PLAN PRINT RECORD 1/4" = 10Scale 1/4" = 1'-0" Scale 1/4" = 1David Bruce Mann, Architect NORTH NORTH NORTH 122 East 55th Street New York,NY 10022 Tel(212)644-6416 Fax(212)644-6913 Client Date ELLIOTI'RESIDENCE Scale 275 WEST ROAD AS NOTED CUTCHOGUE NY 11935 Drama By 'Title Sheet i DEMOLITION PLANS D-1 NOTES AND LEGEND NEW WALL CONSTRUCTION EXISTING CONSTRUCTION TO REMAIN PORCH COMBINED SMOKE AND CARBON MONOXIDE DETECTOR s/c Detectors must be hardwired and interconnected so that if one smoke/alarm detector activates, all detectors activate. Detectors must comply with UL Relocate & 2034 and be equipped with end Stack of life alarm to signal it is Washer & Gas Dryer time to replace detector. New UNFINISHED$SMNT. ALL DETECTORS SHOWN ARE NEW MECHANICAI,/BSMNT. Gas Dryer LIVING/DINING UNLESS OTHERWISE NOTED 104 New Wood Exist. 6'-0" Simk Exist. Tub Pantry EXIST.BATH EXIST.HALL UP KITCHEN EXIST. HALL 1 Exist 103 UP UP wei New Wood Exist. 15,-0" a Lay. CL. I 13'-6" J CL CL F--- Cd New r----r r---� Microwave Replace Replace Trash I PORCH -——— I DW Sinki Q> Bluestone --� - - - - - - - - - - - - - - - -i _ o 5'-6" equal equal;71 II Lower existing sill to 44" BED ROOM#4 — — — — — — — — — - - — — — — —I r\ 7 � I max. above fin. floor Room Area = 255 SFI = New railroad tie egress CL — — — — —'— — — — — — — — — — — L — — Replace window well must be 9 sq. ft. Light required = 20.4 SF Gas — — Replace "c�� min. with 36" min. horizontal light Provided = 22.0 SF I I Ref• I Renge �O4N DN 103 projection from fdn. wall. I I O O o Air Required = 10.2 SF I ^ Andersen Air Provided = 18.25 SF I 1 cn o Gas inlet at rear New egress window to meet or Casement CL. I of South sidewall exceed 5.7 sq.ft. 20" min cX 155 I Shower rye - Relocate eloca 3" 1'-1 ' " clear opng. width x 24" min. I I N 1 above hearth clear opng. height Sill height 001 HALL CHANICAL/BSA floor. 00 not to exceed 44" above fin. 1 floor iro 101 ST.FOYER 105 Andersen I I I I �A 100 e '/ Double Hung I _ I 103 HALL New Wood '/IJ ADH 2836 I r-- I BATH 101 C;) eloeat 102 A New Wood z 002 CH I II O I I 00 New Tile ^i S1't1DY `i� I 1 1 I L — J I �, 105 �") c� _ c� 10 °O 1 I Wood x Lower existing sill to I I accommodate new I I 7,-4„ 100 100 101 _ window I I A 4" 3" � I I i I o 1 I I �o PORCH '—0 o I_ - --- - - -� I I �" Bluestone L - - - - - 1:1- - - - - - - - - J 102 7'-3%" 15-9" 2'-0" - 15-9" I R're (D-118�PS'pI�S�MI-NlFLOOR PLAN PROPOSFIRSTFLOOR PLAN 1/4 = 10Scale 1/4" = 1'-0" NORTH NORTH � AMENDED FOR DOB REVIEW 02/16/2018 AMENDED FOR DOB REVIEW 12/04/2017 1 ISSUED FOR DOB REVIEW 3/08/2017 number issued for date PRINT RECORD David Bruce Mann, Architect 122 East 55th Street New York,NY 10022 Tel(212)644-6416 Fax(212)644-6913 Client Date ELLIOTT RESIDENCE Scale 275 NVEST ROAD AS NOTED CUTCHOGUE NY 11935 Drawn By Title Sheet PROPOSED FLOOR PIANS A-1 300# asphalt roofing shingles on continuous Grace IWS self seaming 'i i�Y I F, membrane on exterior plywood 4 ( yWIP j�i sheathing on new 2x10 roof rafters I I i I I I t I., l ill T at 16" O.C. w/R-30 batting (typ.) -Y I. I 1 CAzek trim, frieze, soffits, pilasters,7 C-Z) fascias, posts, and brackets with seamless aluminum gutters and Relocate exist. Ll leaders (typ.) ------ window to this 'T I lcl , location Built in gutter All Azek trim, J_J t, > built in gutter, Range wall & custom railing ca II \4 I I T E0 LLIJ f T L L Patch siding 18" R&R cedar shakes ±5" exposure after window on 15# bldg. felt on %4" ext. plywood I IT relocation f sheathing on new 2x6 studs @ 16" t I I- T� o.c. with R-19 batting (typ-) IN I F- 1 f All new siding Patch siding \�--All Azek trim--,,) on North facade after window Fin. grad(typ-) removal 7'-3%" 6 NORTHELEVATION EAST ELEVATION New Addition �S New Addition OS I OYT PROPOSED S UP WJT�� SE"I/P�1 Vent pipe for Masonry guest bath chimney with Cricket brick facing !j Shutters to match existing (typ-) rill I' I 11 I I" I ii {. LI it Align with Exist. Fin. Clg. All Azek trim F I u (typ-) Shutters to match existing----- 202 (typ-) Lj Ll Ll A Align with Exist. k�, Fin. 2nd Floor New siding this entire section T�j of wall as All Azek trim required for & brackets window replacement (typ-) L4-I Iii i T IF H I TTI Align with Exist. JAMENDED FOR DOB REVIEW 02/16/2018 1 ISSUED FOR DOB REVIEW 3/08/2017 Fin. 1st Floor — ate number issued for d PRINT RECORD David Bruce Mann, Architect 122 East 55th Street New York,NY 10022 Tel(212)644-6416 Fax(212)644-6913 Client Date Align with Exist. ELLIOJ-1' RESIDENCE Scale AL L— — — — — — 275 WEST ROAD Fin. Bsmnt. Floor AS NOTED CUTCHOGUE NY 11935 Drawn By JCPV New Addition L�IVA�TII�N .. New Addition PROPOSED WEST ELEVATION Sheet SOUTH 0-- PROPOSED / Scale 1/4" 1'-0" PROPOSED EXTERIOR ELEVATIONS A-3 Relocate exist, w 0 ion t this e wall J � Patch siding after window r mov e al ELECTRICAL LEGEND Single,3-way or 4-way siiitch $d Jamb switch Dimmer switch Duplex outlet 4Y Number=ht.A.F.F. Duplex receptacle outlet-split wired ` bn Ground fault interrupted duplex receptacle outlet Special purpose connection Number—equipment type Strip light Letter=fixture type b Plug mold outlet GFI Motor outlet Pendant ceiling fixture Letter=fixture type Surface mounted ceiling fixture Letter=fixture type Wall mounted light fixture Letter=fixture type Number=ht.A.F.F. ❑ Recessed fixture.Letter=fixture type Pantry Pantry El 0 SPECIAL PURPOSE OUTLET SCHEDULE Note:Verify power requirement with manufacturer specs. Special Purpose Connection Equipment G F 1 ❑ Number T1 Refrigerator �2 Range It3 Hood T4 Micro«ave ❑ T5 Disliwasher El ------- r ---------� I I I I I II I I I I I I I ---- -- ------ ------- MICRO � � MICRO ❑ 5 I I I I I I I i I I I I I DW Sink Trash 'L_-4 DW Sink Trash --------------- I I I I I I I I I I II ❑I L I I I I I I I I I IL I L -----� L--------------J ❑ Hafele Magic L Hafele double Slide Corner 1 out tracsh GFI -------------- Wall ------ iWall cap I Ranke & ' for 10" round I I I Range exhaust Grill ante 8c duct --- -� ------------- ----------- ------- --= Ref. Grill Ref. GFI 35 2 ($ GFI I I 1 ISSUED FOR DOB REVIEW 02/16/2018 number issued to date PRINT RECORD David Bruce Mann, Architect 122 East 55th Street New York,NY 10022 Tel(212)644-6416 Fax(212)644-6913 Client Date KITCHEN PLAN 2 POWER AND LIGHTING PLAN ELLIOTT RESIDENCE Scale Scale: 3/4" — 1' 0" cuT75 W u>✓NY D�35 AS NOTED Drawn liy GRA Title Sheet KITCHEN A-11 PIAN NORTH GENERAL NTES: GENERAL WOOD NOTES: WOOD FASTENERS NOTES: a 1 THE WRK SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED IN ACCORDANCE WITH THE 1 WOOD DESIGN IS BASED ON THE AF&PA NDS-05 "NATIONAL DESIGN SPECIFICA11ON FOR 1 WOOD COMPONENTS ARE TO BE FASTENED TOGETHER AS INDICATED IN THE FOLLOWING 012 STRUCJRAL REQUIREMENTS OF THE 2017 RESIDENTIAL CODE OF NEW YORK STATE WHICH IS WOOD CONSTRUCTION WITH THE 2005 SUPPLEMENT". SCHEDULE UNLESS SPECIFICALLY INDICATED OTHERWISE ON THE PLANS. THE 215 INTERNATIONAL RESIDENTIAL CODE (IRC), EXCEPT AS AMENDED, ALTERED OR 6EER LEOEM DELETD BY THE PROVISIONS OF THE 2017 NEW YORK AMENDMENTS. 2 STUD BEARING WALLS, SHEARWALLS, AND ROOF/ FLOOR DECKS SHALL BE FRAMED WITH THE BUILDING ELEMENT NAIL SIZE PE NUMBER AND LOCATION �� +- wq 1 f isalm MEMBER SIZES AND/ OR TYPES AT THE SPACINGS SHOWN ON PLAN. THE CONTRACTOR 2 THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR THE FOLLOWING LIVE LOADS: SHALL COORDINATE LOCATIONS OF ALL PLUMBING PIPING, HVAC DUCTING AND RECESSED FLOOR CONSTRUCTION �� LIGHTING FIXTURES, ETC. PRIOR TO LAYOUT TO MINIMIZE INTERFERENCE THAT MAY REQUIRE INDICATES DIRECTION OF CUT A. FLOOR LIVE LOADS: THE ALTERING OR STRENGTHENING OF THE INSTALLED FRAMING. INDICATES SECTION NUMBER ROOMS OTHER THAN SLEEPING ROOMS 40 PSF BUILT UP GIRDER/BEAM Lod FOR 1.50" PLIES 2 HORIZ. ROWS (TOP & SLEEPING ROOMS 30 PSF 3 ALL WOOD FRAMING IS TO BE STORED ON SITE ABOVE THE GROUND ON "STICKERS" INDOORS BOT) roup STAIRS 40 PSF OR UNDER TARPS WITH ADEQUATE CLEARANCES TO ALLOW AIR CIRCULATION. (3 PLIES OR LESS): 16d FOR 1.75' PLIES 12" O.C. DIRECT # BALCONIES 60 PSF # SECTION MARK: INDICATES A CUT SECTION. Stmdural Enonmrs DECKS 40 PSF 4 WALLS SHALL BE INSTALLED STRAIGHT AND PLUMB. FLOORS SHALL BE INSTALLED LEVEL AT FLOOR JOISTS TO 10d COMMON 4 TOE-NAIL B. ATTIC LIVE LOAD: INDICATES DRAWING NUMBER THE PROPER ELEVATION. ROOFS SHALL BE INSTALLED AT THE PITCHES INDICATED ON THE SILL OR GIRDER: 93 WITH STORAGE, ROOF SLOPE EXCEEDS 3:12 20 PSF ARCHITECTURAL DRAWINGS. 1" f Flei Road I Suife 2{f(? RIM/BOX JOIST TO 16d COMMON 3 END DIRECT INDICATES SECTION NUMBER Lee Fanm CurpDl3fe Pat I fJanbtilry,CT it)6810 WITHOUT STORAGE, ROOF SLOPE 3:12 OR LESS 10 PSF 5 JOISTS AND RAFTERS SHALL BE INSTALLED DIRECTLY OVER BEARING STUDS UNLESS JOIST END: OTHERWISE DETAILED. # SECTION BUBBLE: DENOTES SECTION (203)490-4I40I 117Y57dit�,COrT! C. ROOF SNOW LOAD: BRIDGING TO JOISTS: 8d COMMON 3 TOE-NAIL OR >11� GROUND SNOW LOAD (Pg) 20 PSF 6 JOISTS AND RAFTERS SHALL BE SUPPORTED LATERALLY AT EACH SUPPORT BY FULL DEPTH 10d COMMON 2 DIRECT OWNERSHIP. USE AND ALTERATION OF DOCUMENTS: SOLID BLOCKING, EXCEPT WHERE JOISTS ARE SUPPORTED BY A FLUSH HEADER OR NAILED INDICATES DRAWING NUMBER The Client acknowledges that the documents, drawings, specifications D. WIND DESIGN DATA: TO A RIM JOIST. FLOOR TRUSS CHORD 16d COMMON 3 DIRECT Z BASIC WIND SPEED (3-SECOND GUST) 135 MPH (UILTIMATE) TO SILL OR GIRDER: including electronic media files are instruments of The DiSalvo Engineering EXPOSURE D 7 UNLESS NOTED ON PLAN, PROVIDE A MINIMUM OF TWO STUDS AT EACH END OF ALL FLUSH Group's services and shall remain the property of The DiSolvo Engineering FRAMED HEADERS OR BEAMS. UNLESS NOTED ON PLAN, PROVIDE ONE JACK STUD AND ONE BAND JOIST TO 10d COMMON 3 DIRECT SECTION THRU SECTION OR DETAIL. Group. The Client or any person or entity that acquires or obtains the 3 ALL STRUCTURAL WORK SHOWN OR SPECIFIED ON THESE DRAWINGS 15 SUBJECT TO REVIEW FULL KING STUD AT EACH END OF ALL DROPPED HEADERS OR BEAMS. POSTS SHALL BE TRUSS END: drawings and specifications from or through The Client shall not use them BY THE STRUCTURAL ENGINEER OF RECORD. ASPECTS OF THE WORK (FOUND TO BE SOLIDLY BLOCKED THROUGH ALL INTERVENING FRAMED DECKS DOWN TO SUPPORTING on any other project, shall not modify, alter or change the drawings and DEFECTIVE BECAUSE IT DOES NOT MEET THE REQUIREMENTS SHOWN OR SPECIFIED SHALL BE GIRDER/ BEAMS OR TOP OF FOUNDATION. EDGE FLOOR TRUSS 16d COMMON 8" O.C. DIRECT Z specifications without written authorization from The DiSalvo Engineering CORRECTED BY THE CONTRACTOR AT NO EXTRA COST TO THE OWNER AS DIRECTED BY THE BOTTOM CHORD TO SILL: ENGINEER. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 24 HOURS IN ADVANCE 8 FLUSH FRAMED CONNECTIONS SHALL BE MADE WITH PREFABRICATED GALVANIZED STEEL Group. Furthermore, The Client agrees to the fullest extent permitted by TO ALLOW THE ENGINEER TO SCHEDULE REVIEWS AT THE FOLLOWING 'TIMES: law to indemnify and hold harmless The y and Engineering Group, its HANGERS MADE BY SIMPSON STRONG-TIE COMPANY, INC. OR BY UNITED STEEL PRODUCTS EDGE FLOOR JOIST 10d COMMON 8' O.C. TOE-NAIL COMPANY (USP) OF WIDTH AND DEPTH APPROPRIATE FOR THE SUPPORTED MEMBER. INSTALL TRUSS TO SILL.- / O� KEYNOTE: INDICATES REPRESENTATIVE NOTE officers, directors and employees from any and all claims, suits, liability, FOUND ON KEYNOTE LIST. demands or costs, including attorney fees arising out of or resulting 4 THIS WORK HAS BEEN DESIGNED TO BE SELF-SUPPORTING AND STABILE AFTER THE WITH THE TYPE AND QUANTITY OF FASTENERS RECOMMENDED BY THE MANUFACTURER. CONSTRUCTION HAS BEEN COMPLETED. THE STABILITY OF THE STRUCTURE PRIOR TO PREFABRICATED STEEL HANGERS USED IN CONTACT WITH PRESERVATIVE PRESSURE TREATED FLOOR SHEATHING 8d COMMONS 6" o.c. EDGES therefrom. COMPLETION IS SOLELY THE RESPONSIBILITY OF THE CONTRACTOR. THUS RESPONSIBILITY WOOD SHALL BE HOT DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A123 OR STAINLESS EXTENDS TO ALL ASPECTS OF THE CONSTRUCTION ACTIVITY INCLUDING, BUT NOT LIMITED TO, STEEL, TYPE 316, OR HAVE A -TRIPLE ZINC" (ASTM G185) COATING. FASTENERS IN 10" o.c. OTHER SHORE: INDICATES DIRECTION AND AREA JOBSITE SAFETY, ERECTION METHODS, ERECTION SEQUENCE, TEMPORARY BRACING AND 1 WHERE SUPPORT IS NEEDED. SHORING, USE OF EQUIPMENT AND SIMILAR CONSTRUCTION PROCEDURES. REVIEW OF CONTACT WITH PRESERVATIVE PRESSURE TREATED WOOD SHALL BE HOT DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A153 OR STAINLESS STEEL, TYPE 316. DO NOT MIX STAINLESS WALL CONSTRUCTION CONSTRUCTION BY THE ENGINEER IS FOR CONFORMANCE WITH THE DESIGN ASPECTS ONLY, STEEL AND GALVANIZED FASTENERS AND CONNECTORS. WEB OF CHANNEL OR NOT TO REVIEW THE CONTRACTOR'S CONSTRUCTION PROCEDURES. LACK OF COMMENT ON STUD TO SOLE PLATE: 8d COMMON 4 TOE-NAIL OR VERTICAL LEG OF ANGLE THE PART OF THE ENGINEER WITH REGARD TO CONSTRUCTION PROCEDURES IS NOT TO BE 9 CONTRACTOR SHALL CHOOSE METAL CONNECTOR (SIMPSON, USP, OR APPROVED EQUAL) 16d COMMON 2 END DIRECT INTERPRETED AS APPROVAL OF THOSE PROCEDURES. BASED ON MEMBER REACTIONS SHOWN ON THE DRAWINGS, UNLESS OTHERWISE NOTED. -- SEL: INDICATES CHANNEL POSITION. 5 SHOP DRAWINGS SUBMITTALS TO THE ENGINEER FOR APPROVAL ARE REQUIRED FOR: CONTRACTOR TO PROVIDE PRODUCT DATA TO THE ENGINEER FOR APPROVAL. TOP PLATE TO STUD: 16d COMMON 2 END DIRECT FLANGE EDGE OF CHANNEL OR A STRUCTURAL STEEL 10 STRUCTURAL WOOD FRAMING USED IN EXTERIOR APPLICATIONS OR IN CONTACT WITH DOUBLE STUDS: 10d COMMON 9" O.C. DIRECT HORIZONTAL LEG OF ANGLE CONCRETE OR MASONRY SHALL BE SOUTHERN YELLOW PINE NO. 2 OR BETTER, ACQ FABRICATION AND/ OR DELIVERY TO THE SITE OF THESE MATERIALS PRIOR TO RECEIPT OF (ALKALINE COPPER QUATERNARY) OR CA (COPPER AZOLE) PRESERVATIVE PRESSURE TREATED CORNER STUDS: 16d COMMON 16" O.C. DIRECT -$- WORK POINT: INDICATES ORIGIN OF WORK. APPROVAL BY THE ENGINEER IS SOLELY AT THE CONTRACTOR'S OWN RISK. WOOD WITH A RETENTION APPROPRIATE FOR END USE. SOLE PLATE TO 16d COMMON 8" O.C. DIRECT TOP OF LOW SURFACE 6 SOME DETAILS OF THE WORK MAY BE SHOWN ON THE ARCHITECTURAL DRAWINGS. A 11 BUILT-UP MEMBERS OF THREE PLIES OR LESS SHALL HAVE ADJACENT PLIES NAILED JOIST OR BLOCKING: TOP OF HIGH SURFACE CAREFUL REVIEW AND STUDY OF THESE DETAILS ARE NECESSARY BEFORE THE FULL SCOPE TOGETHER WITH TWO ROWS OF NAILS AT 12" O.C. (10d COMMON NAILS FOR 1-1/2" PLIES, OF THE WORK CAN BE COMPREHENDED. 12d COMMON NAILS FOR 1-3/4" PLIES). BUILT-UP MEMBERS OF MORE THAN 3 PLIES BLOCKING BETWEEN 10d COMMON 2" O.C. TOE-NAIL DROP: INDICATES CHANGE IN ELEVATION. SHALL BE ASSEMBLED WITH 1/2"0 THRU BOLTS AT 16" O.C. STAGGERED UP AND DOWN WITH JOISTS TO TOP PLATE: 7 THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATION, AND ANGLES WITH 2" CLEARANCE AT TOP AND BOTTOM EDGES. ARCHITECTURAL DRAWINGS AND EXISTING CONDITIONS BEFORE PROCEEDING WITH ANY WORK. RIM/BOX JOIST TO 16d COMMON 8" O.C. TOE-NAIL 12 EXTERIOR END WALLS OF CATHEDRAL CEILING SPACES SHALL BE FRAMED WITH STUDS TOP PLATE: 8 DO NOT SCALE DRAWINGS. RUNNING CONTINUOUSLY (NOT SPLICED) FROM FLOOR TO ROOF, ADDITIONAL FRAMING MAY BE SPAN DIRECTION OF STEEL DECK NECESSARY, SEE PLANS. DOUBLE TOP PLATE: 16d COMMON 16' O.C. DIRECT OR FRAMING MEMBER. CONNECTIONS TO EXISTING MASONRY OR CAST-IN-PLACE CONCRETE: DOUBLE TOP PLATE 16d COMMON 8 DIRECT Q DIMENSIONED WOOD FRAMING NOTES: LAPS AT END JOINTS I REVISION: INDICATES REVISION NUMBER. 1 ALL PROPRIETARY ANCHORING SYSTEMS (EXPANSION, ADHESIVE ANCHORING SYSTEMS, ETC.) TO (24' MIN. OFFSET): BE INSTALLED INTO EXISTING CONCRETE AND MASONRY ELEMENTS ARE TO BE INSTALLED IN 1 THE STRUCTURAL WOOD STRESS GRADE STAMPED LUMBER SHALL BE GRADED AS FOLLOWS: STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS FOR DRILLING AND CLEANING DOUBLE TOP PLATE 16d COMMON 2 DIRECT OF HOLES, FOR SPACING AND EDGE DISTANCE REQUIREMENTS, AND FOR THE UTILIZATION OF JOISTS, RAFTERS, STUDS: DOUGLAS FIR-LARCH OR DOUGLAS FIR-LARCH LAPS AT CORNERS SUPPLEMENTAL COMPONENTS FOR THE ANCHORING SYSTEMS SUCH AS. SCREEN TUBES, (NORTH), NO. 2 AND INTERSECTIONS: GRID BUBBLE (IN SECTION): INDICATES GRID DOWELING ADHESIVES, ETC. Fb (BASE) - 850 PSI, GRID LINE WITH VARYING NUMBERS/ LETTERS. E = 1,600,000 PSI HEADER END TO 8d COMMON 2" O.C. TOE-NAIL OR 2 UNLESS NOTED ON PLAN, CONNECTIONS TO EXISTING SOLID CAST-IN-PLACE CONCRETE TRIMMER: 10d COMMON 3" O.C. DIRECT SHALL BE MADE USING SIMPSON "SET-XP" EPDXY ANCHORING SYSTEMA, HILT] "HIT-RE 2 THE DESIGN OF THE DIMENSIONAL LUMBER MEMBERS AND THEIR CONNECTIONS IS BASED ON 500-SD" ADHESIVE ANCHORING SYSTEM, HILTI "HIT-HY 150 MAX SD" ADHESIVE ANCHORING THE LUMBER HAVING A MOISTURE CONTENT AT THE TIME OF INSTALLATION OF 19% OR LESS. APA RATED SHEATHING: 8d COMMON 4" O.C. AT EDGES GRID BUBBLE (IN PLAN AND SECTION): INDICATES SYSTEM OR EQUAL AS APPROVED BY THE ENGINEER. SIZE, EMBEDMENT, SPACING, AND EDGE 8" O.C. OTHER SPECIFIC GRID UNE NUMBERS/ LETTERS. DISTANCES OF ANCHORS AND REINFORCING BARS SHALL BE AS INDICATED ON THE DRAWINGS. 3 JOISTS OR RAFTERS ARE TO BE INSTALLED WITH "CROWN" UP (I.E. POSITIVE CAMBER) AND WITHIN 1/2' OF STRAIGHT, END-TO-END AUGNMENT. GYPSUM SHEATHING: GALV. 11GA X1.75" 4" O.C. ALONG ALL 3 UNLESS NOTED ON PLAN, CONNECTIONS TO GROUT FILLED CONCRETE MASONRY SHALL BE W/ 7/16" HEAD/ BEARING POINTS MADE WITH HILTI STANDARD "HAS-E" ISO 898 CLASS 5.8 ANCHOR ROIDS (MINIMUM YIELD 4 SEVERELY DISTORTED (TWISTED, BOWED, CUPPED, CHECKED, ETC.) LUMBER SHALL NOT BE DIAMOND HATCH PATTERNS: STRENGTH - 58 KSI AND MINIMUM ULTIMATE STRENGTH = 72.5 KSI) USING HILTI "HIT HY70' USED. OR HILTI "HIT HY150 MAX" ADHESIVE ANCHORING SYSTEMS OR EQUAL AS APPROVED BY THE ENGINEER. SIZE, EMBEDMENT, SPACING, AND EDGE DISTANCES OF ANCHORS AND 5 NOTCHES IN THE TOP OR BOTTOM OF DIMENSIONED LUMBER JOISTS OR RAFTERS SHALL NOT ROOF & CEILING CONSTRUCTION ® STEEL CMU WALL REINFORCING BARS SHALL BE AS INDICATED ON THE DRAWINGS. EXCEED ONE-SIXTH THE MEMBER DEPTH AND SHALL NOT BE LOCATED IN THE MIDDLE THIRD ® PLYWOOD SHEATHING OVERBUILD AREA OF THE SPAN, UNLESS OTHERWISE NOTED ON PLANS. END NOTCHES SHALL NOT EXCEED CEILING JOIST 16d COMMON 4 TOE-NAIL 4 UNLESS NOTED ON PLAN, CONNECTIONS TO HOLLOW CONCRETE OR CLAY BRICK MASONRY ONE-FOURTH THE MEMBER DEPTH, UNLESS OTHERWISE NOTED ON PLANS. BORED HOLES TO TOP PLATE: SHALL BE MADE WITH HILTI STANDARD "HAS-E" ISO 898 CLASS 5.8 ANCHOR RODS (MINIMUM SHALL NOT BE WITHIN 2" OF THE TOP AND BOTTOM OF THE MEMBER AND THEIR DIAMETER SAND AND/OR GROUT O MUD JOB YIELD STRENGTH = 58 KSI AND MINIMUM ULTIMATE STRENGTH - 72.5 KSI) USING HILTI "HIT SHALL NOT EXCEED ONE-THIRD THE MEMBER DEPTH, UNLESS OTHERWISE NOTED ON PLANS. CEILING JOISTS LAPS 10d COMMON 4 DIRECT HY70" INJECTABLE ADHESIVE ANCHORING SYSTEM WITH "HIT-SC" COMPOSITE SCREEN TUBES (OVER PARTITION): GRADE ® EXIST. BUILDING OR EQUAL AS APPROVED BY THE ENGINEER. SIZE, EMBEDMENT, SPACING, AND EDGE LAMINATED VENEER LUMBER (LVL). PARALLEL STRAND LUMBER (P,). AND LAMINATED STRAND DISTANCES OF ANCHORS AND REINFORCING BARS SHALL BE AS INDICATED ON THE DRAWINGS. LUMBER (LS,_L_) NOTES: CEILING JOISTS 10d COMMON 5 DIRECT GRAVEL :..'...0 CONCRETE TO RAFTER- 5 FOR CONNECTIONS TO EXISTING CONCRETE AND MASONRY, CONTRACTOR MUST LOCATE THE 1 LAMINATED VENEER LUMBER SHALL BE "MICROL.LAM" AS MANUFACTURED BY WEYERHAEUSER, ---- = BEARING WALL ROCK POSITION OF EXISTING REINFORCING BARS WITH AN R-METER OR PILOT HOLES PRIOR TO THE "GP LAM" AS MANUFACTURED BY THE GEORGIA-PACIFIC CORPORATION OR "LP SOLIDSTART" COLLAR TIE 10d COMMON 5 DIRECT INSTALLATION OF ANCHORS. NOTIFY ENGINEER OF FIELD CONFLICTS PRIOR TO INSTALLATION. AS MANUFACTURED BY THE LOUISIANA-PACIFIC CORPORATION. PARALLEL STRAND LUMBER TO RAFTER: SHEAR WALL ® UNDERPINNING STRUCTURAL STEEL NOTES: SHALL BE "PARALLAM" AS MANUFACTURED BY WEYERHAEUSER. LAMINATED STRAND LUMBER ROOF RAFTER 10d COMMON 4 TOE-NAIL SHALL BE "TIMBERSTRAND" AS MANUFACTURED BY WEYERHAEUSER. TO TOP PLATE: BEARING/SHEAR WALL 1 DESIGN FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE 2 MINIMUM ALLOWABLE STRESS AND STIFFNESS CHARACTERISTICS SHALL BE AS FOLLOWS: AMERICAN INSTITUTE OF STEEL CONSTRUCTION'S "SPECIFICATION FOR STRUCTURAL STEEL FOR ROOF RAFTER 16d COMMON 4 TOE-NAIL OR BUILDINGS", AS SPECIFIED IN THE CODE REFERENCE SECTION OF THESE GENERAL NOTES. TO RIDGE: t 6d COMMON 3 END DIRECT MATERIAL Fb Fc (PAR) Fc (PER) Fv E 2 MATERIALS: VALLEY/HIP RAFTER 16d COMMON 2" O.C. TOE-NAIL OR 2.0E LVL 2,600 PSI 2,510 PSI 750 PSI 285 PSI 2,000,000 PSI TO RIDGE, HEADER 16d COMMON 3" O.C. END DIRECT WIDE FLANGE SHAPES: ASTM A 992 GRADE 50 OR TRIMMER: AMERICAN STANDARD SHAPES, ANGLES, 2.0E PSL 2,900 PSI 2,900 PSI 750 PSI 290 PSI 2,000,000 PSI ABBREVIATIONS AND DESIGNATION PLATES AND BARS: ASTM A 36 JACK RAFTER 10d COMMON 3 TOE-NAIL OR STRUCTURAL STEEL TUBING, 1.55E LSL 2,325 PSI 2,050 PSI 800 PSI 310 PSI 1,550,000 PSI TO HIP: 16d COMMON 2 END DIRECT ACI AMERICAN CONCRETE RECTANGULAR AND SQUARE ASTM A 500, GRADE B (FY=46 KSI) I INSTITUTE K KPS BOLTS ASTM A 325 BLOCKING BETWEEN 10d COMMON 2" O.C. TOE-NAIL ADH ADHESIVE KLF KIPS PER LINEAR FOOT WELDING ELECTRODE ASTM E 70XX, LOW HYDROGEN MEMBER SIZES SHOWN ON PLAN (WIDTH X DEPTH) SPECIFIED AS LVL MAY BE CONSTRUCTED RAFTERS TO TOP PLATE: AFF ABOVE FINISH FLOOR KSI KIPS PER SQUARE INCH OF MULTIPLE LVL PLIES OR PSL OF THE SPECIFIED DEPTH, FASTENED TOGETHER BY NAILING AFPA AMERICAN FOREST AND KSF KIPS PER SQAURE FOOT 3 ALL WELDING SHALL CONFORM TO AMERICAN WELDING SOCIETY'S AWS D1.1 "STRUCTURAL OR BOLTING AS REQUIRED. MEMBER SIZES FOLLOWED ONLY BY PSL MUST BE INSTALLED AS ROOF SHEATHING: 8d COMMON 6" O.C. EDGES PAPER ASSOCIATION STITUTE WELDING CODE-STEEL" CODE FOR ARC AND GAS WELDING AND BE PERFORMED BY A A SOLID MEMBER, NOT BUILT-UP. 10" O.C. OTHER RISC AMERICAN TRUCTIO OF L STEEL ANGLE STEEL CONSSTRUCTION LBS POUNDS CERTIFIED WELDER IN ACCORDANCE WITH A.W.S. STANDARDS. AISI AMERICAN IRON AND LCE LENGTH OF COMPRESSION 3 MEMBERS MAY NOT BE BORED OR NOTCHED WITHOUT WRITTEN PERMISSION FROM THE STEEL INSTITUTE EMBEDMENT 4 HIGH STRENGTH BOLTS: INSTALL HIGH-STRENGTH BOLTS ACCORDING TO RESEARCH COUNCIL ENGINEER. 2 NAILS AND SPIKES SPECIFIED ON PLAN SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED RITC AMERICAN INSTITUTE OF LCs LENGTH OF COMRESSION ON STRUCTURAL CONNECTIONS' (RCSC'S) "SPECIFICATION FOR STRUCTURAL JOINTS USING IN FEDERAL SPECIFICATIONS FF-N-105B AND AS NOTED IN THE TABLE BELOW: TIMBER CONSTRUCTION SPUCE ASTM A 325 OR A 490 BOLTS" FOR TYPE OF BOLT AND TYPE OF JOINT SPECIFIED. SHEATHING PANELS: ANCH ANCHOR LF LINEAR FOOT PENNYWEIGHT APPROX APPROXIMATE LH LEFT HAND JOINT TYPE: SNUG TIGHTENED UNLESS OTHERWISE NOTED. 1 SHEATHING PANELS, PLYWOOD OR ORIENTED STRAND BOARD ("OSB' SHALL CONFORM TO ARCH ARCHITECT LLH LONG LEG HORIZONTAL ASTM AMERICAN SOCIETY OF LLV LONG LEG VERTICAL U.S. PRODUCT STANDARD PS-1, AND BEAR THE APA GRADE-TRADEMARK OF THE AMERICAN TYPE TESTING MATERIALS LP LOW POINT 5 GROUT SHALL BE NONMETALLIC, SHRINKAGE-RESISTANT GROUT CONFORMING TO ASTM C PLYWOOD ASSOCIATION. ONLY PLYWOOD SHALL BE USED ON FLOORS. 8d 10d 12d 16d 20d AWS AMERICAN WELDING SOCIETY LSL LAMINATED STRUCTURAL LUMBER 1107, GRADE B OR C. FACTORY-PACKAGED, NONMETTALLIC AGGREGATE GROUT, LTE LENGTH OF TENSION NONCORROSIVE, NONSTAINING, MIXED WITH WATER TO CONSISTENCY SUITABLE FOR 2 SHEATHING PANELS FOR FLOORS, ROOF, AND WALLS SHALL BE APA RATED SHEATHING, SHANK DIAMETER 0.131" 0.148" 0.148" 0.162" 0.192" B-## BEAM MARK EMBEDMENT APPLICATION AND A 30-MINUTE WORKING TIME. EXPOSURE 1, WITH A MINIMUM SPAN INDEX RATING OF 32/16. SEE PLANS FOR THICKNESS. BD BOARD LTS LENGTH OF TENSION BM BEAM SPLICE 3 SHEATHING PANELS ON FLAT SURFACES SHALL BE INSTALLED WITH FACE GRAIN COMMON LENGTH 2.50" 3.00" 3.25" 3.50" 4.00" BOT BOTTOM LVL LAMINATED VENEER LUMBER B BASE PLATE PERPENDICULAR ACROSS TO SUPPORTS AND CONTINUOUS OVER TWO OR MORE SPANS. BP-## BEARING PLATE MAS MASONRY PROVIDE 1/8" SPACE BETWEEN PANEL EDGES PARALLEL TO FACE GRAIN (LONG DIMENSION HEAD DIAMETER 1 0.281" 0.312" 0.312" 0.344' 0.406" MARK MAX MAXIMUM OF PANEL), 1/16" SPACE BETWEEN PANEL EDGES OVER SUPPORTING MEMBER. BRG BEARING MC MOMENT CONNECTION BS BOTH SIDES MECH MECHANICAL 4 FLOOR SHEATHING SHALL BE GLUED TO SUPPORTING MEMBERS WITH CONSTRUCTION BTWN BETWEEN MF MOMENT FRAME ADHESIVE, SUCH AS PL200, LAID IN A CONTINUOUS 1/4" WIDE BEAD ALONG THE MEMBER PNEUMATIC OR ELECTRIC POWERED HAMMERS TYPICALLY UTILIZE LIGHTER GAGE FASTENERS BW BEARING WALL MFR MANUFACTURER LENGTH. AND NORMALLY REQUIRE ADDITIONAL FASTENERS TO BE INSTALLED. FASTENER B/ BOTTOM OF MMIN MINIMUM ISC MISCELLANEOUS SPECIFICATIONS MUST BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO INSTALLATION IF POWERED HAMMERS ARE TO BE USED. C-ff COLUMN MARK MO MASONRY OPENING 5 AT DESIGNATED SHEARWALLS, HORIZONTAL EDGES OF WALL SHEATHING PANELS SHALL BE CA COLUMN ABOVE MTL METAL BACKED BY SOLID BLOCKING BETWEEN STUDS TO PROVIDE BACKING FOR SPECIFIED PANEL 3 BOLTS SHALL CONFORM TO ASTM A307 OR ASTM A36. CBL COLUMN BELOW EDGE NAILING OF ADJOINING PANELS, SEE PLANS. CB CROSS BRACING NDS NATIONAL DESIGN SPECIFICATION CANT CANTILEVER NIC NOT IN CONTRACT 4 LAG AND WOOD SCREWS SHALL CONFORM TO ANSI/ASME STANDARD B18.6.1-19.81. CJ CONTROL/CONSTRUCTION JOINT NO NUMBER OR CEILING JOIST NS NEAR SIDE 5 ALL FASTENERS USED IN CONTACT WITH PRESERVATIVE PRESSURE TREATED WOOD SHALL BE CLO CEILING NTS NOT TO SCALE HOT DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A153 OR STAINLESS STEEL, TYPE 316. CLR CLEAR DO NOT MIX STAINLESS STEEL AND GALVANIZED FASTENERS AND CONNECTORS. CMU CONCRETE MASONRY UNIT OC ON CENTER COL COLUMN OD OUTSIDE DIAMETER 6 BORED LEAD HOLES FOR FASTENERS SHALL BE AS FOLLOWS: CONN CONCRETE OF OUTSIDE FACE CONN CONNECTION OPNG OPENING (�F r(-•-�`�, CONT CONTINUOUS OPP OPPOSITE A. NAIL AND SPIKE LEAD HOLES ARE NOT REQUIRED UNLESS TO PREVENT SPLITTING OF CY CUBIC YARD WOOD. IF REQUIRED, LEAD HOLE DIAMETER SHALL NOT EXCEED 75% OF NAIL/SPIKE CENTER LINE P-f# PIER MARK DIAMETER. PAF POWDER ACTUATED FASTENER t'. r OB DIAGONAL BRACE PC-## PILE CAP MARK �, 4{.C' '.il,�+ � DBL DOUBLE PERP PERPENDICULAR a' ' x�4� B. WOOD SCREWS - LEAD HOLE DIAMETER EQUALS 7/8 OF UNTHREADED SHANK DIAMETER DIAG DIAGONAL PLF POUNDS PER UNEAR FOOT 'r--� IN CONNECTED WOOD PART AND 7/8 OF DIAMETER AT ROOT OF THREAD IN WOOD DIAM DIAMETER PLYWD PLYWOOD RECEIVING THREAD. DIM DIMENSION PROJ PROJECT OR PROJECTION ON DOWN PLATE 0<esZg.l C. LAO SCREWS - LEAD HOLE DIAMETER EQUALS SHANK DIAMETER FOR EXTENT OF DWG DRAWING PSF POUNDS PER SQUARE FOOT <n UNTHREADED SHANK, AND 60% OF SHANK DIAMETER FOR THREADED PORTION OF SHANK. PSI POUNDS PER SQUARE INCH 'r SIU EA EACH PSL PARALLEL STRAND LUMBER 32TO 1 16LARGER THAN NOMINAL BOLT EF EACH FACE PT PRESERVATIVE TREATED D. THRU BOLTS - LEAD HOLE DIAMETER 1/32- " ' / / EJ EXPANSION JOINT �� DIAMETER. EL ELEVATION QTY QUANTITY D ELEV ELEVATOR 7 INSERT THREADED SCREW TYPE FASTENERS BY TURNING WITH SCREWDRIVER OR WRENCH. EMBED EMBEDMENT R-## RAFTER MARK DO NOT DRIVE BY HAMMERING. FACILITATE INSTALLATION BY PLACING SOAP OR OTHER EOD EDGE OF DECK RD ROOF DRAIN LUBRICANT ON THREADS. EOS EDGE OF SLAB REF REFERENCE EQ EQUAL REINF REINFORCEMENT 8 PROVIDE STANDARD ROUND WASHERS UNDER THE HEADS OF ALL THRU BOLTS AND LAG EQUIP EQUIPMENT RREQUIRED SCREWS AND UNDER ALL NUTS UNLESS OTHERWISE INDICATED ON THE PLANS. TIGHTEN EW EACH WAY RTU EQUIP ROOF TOP UNIT IX EXISTING RO ROUGH OPENING 1 ISSUED FOR FILLING 02/16/18 FASTENERS WITHOUT CRUSHING WOOD FIBERS UNDER WASHERS. EXIST EXP EXPANSION sc SHEAR CONNECTOR number issued for date EXT EXTERIOR SCHED SCHEDULE SECT SECTION F-f.# FOOTING MARK SF STEPPED FOOTING OR PRINT RECOR® FD FLOOR DRAIN SQUARE FOOT FDN FOUNDATION SIM SIMILAR FIN FINISH SJI STEEL JOIST INSTITUTE 17L FLOOR SL SLAB FS FAR SIDE SOG SLAB ON GRADE David Bruce Mann, Architect FT FOOT OR FEET SPEC SPECIFICATION FTG FOOTING STD STANDARD STL STEEL GA GAGE SW SHEAR WALL 122 East 55th Street New York,NY 10022 GALV GALVANIZED SWB SHEAR WALL BEAM GB-## GRADE BEAM MARK Tel(212)644-6416 Fax(212)644-6913 GEN GENERAL THK THICK GYP GYPSUM THIRD THREADED TPI TRUSS PLATE INSTITUTE Client Date TYPICAL HK HANGER HOOK /ER TTOP OF 02/15/18 HORIZ HORIZONTAL HP HIGH POINT UON UNLESS OTHERWISE NOTED ELLIOTT RESIDENCE Seale HT WAC EATING VENTILATING VERT VERTICAL 275 WEST ROAD AIR CONDITIONING VIF VERIFY IN FIELD CUTCHOGUE NY 1193.5 AS NOTED ID INSIDE DIAMETER WP WATERPROOF OR Drawn By IF INSIDE FACE WORKING POINT NT INTERIOR WT WEIGHT JM/KDJ INV INVERT WWF WELDED WIRE FABRIC WITHOUT Sheet J-f# JOIST MARK W� Title WITH JT JOINT # POUNDS OR NUMBER DIAMETER GENERAL NOTES AND MATERIAL.SPECIFICATIONS S-O TI)EG#:19006.00 'rallp L t_, '' Structural Engineers 83 Jnr Flethls Road I Suite 200 Lee Farm CM)lxate Part I Danbury,CT 06810 (203)49 DA 140 I w w.ftcom OWNERSHIP. USE AND ALTERATION OF DOCUMENTS: The Client acknowledges that the documents, drawings, specifications including electronic media files are instruments of The DiSolvo Engineering Group's services and shall remain the property of The DiSalvo Engineering EX. W6 Group. The Client or any person or entity that acquires or obtains the ❑ ❑ drawings and specifications from or through The Client shall not use them on any other project, shall not modify, alter or change the drawings and specifications without written authorization from The DiSolvo Engineering Group. Furthermore, The Client agrees to the fullest extent permitted by law to indemnify and hold harmless The DiSalvo Engineering Group, its officers, directors and employees from any and all claims, suits, liability, demands or costs, including attorney fees arising out of or resulting therefrom. CQ 2 P1 ROOM X ►_�— X ul L LU u EX. H554X4 STL. COL. TO BE REMOVED. GONNEGT END OF EX. LU W8 TO NEW W8, GONTRAGTOR TO VERIFY EXISTING x/ JQ CONNECTION AND REPORT FINDINGS TO ENGINEER FOR VO THEIR DE516N OF REOT GONNEGTION ❑� � NEW W8x67 NEW H554X4X3/I6 STEEL EX. Cl 1/2" 2ND FL. JOISTS y EX. a 1/2" 2ND FL. JOISTS COLUMN DOWN TO TOP OF EXIST.HAIL FOUNDATION WALL AT EXIST.BATH 005 i EX. W8 TO BE REMOVED EACH END OF W8 003 UP I EX. WALL TO BE tip NEW H554X4X3/I6 STL. COL. DOWN TO UP EXIST,HAIL X REMOVED EX. FTG. CONTRACTOR TO VERIFY 002 SIZE AND DEPTH OF FTG. AND EXIST.CL 2 i REPORT BACK TO ENGINEER. BLOCK SOLIDLY AROUND H55 A5 IT PA55E5 Z ' THROUGH 15T FLOOR FRAMING. I EXIST.CL F WELD 5"xl/2"xIO" GAIP PLATE TO ----------------------------------- ----- --------I T/H55. WELD 5"A/2"'AO" PLATE TO ----------------------------------- '------------I Je' B/ NEW W8 AT END OF W8, STOP 2 OCti' ti WS 1/4" SHORT OF IN151DE FACE OF 5-2 EXTERIOR WALL SHEATHING. BOLTS AT T'o.c., TYP. NEW W5x21 ------------------------------------- NEW H554X4X3/16 STL. GOL. DOWN TO T/FDN. WALL ---------------------------------------- ll II II - - I I - EXIST.CL ------------ ------------------------------ -- - BF,DRO M#4 ; ; DN VERIFY EX. 2'-O"x2'-O n " II FTG, INSTALL NEW FTG = ' I I A5 SHOWN IN 1/5-2 IF EX. ' X FTG NOT PRESENT ; EX. WALL TO BE I I 006 PARTIAL FINISHED % i REMOVED ❑A i BASEMENT II Ex. q I/2" I-JOISTS 1 X � I 0 �J I I I I L-----J I I I I _ I I _- I I I I I I I I I I I I I I I I I I I I I I I I I I I ASSUMED THIS NEW WALL GAN BECOME A BEARING WALL, CONTRACTOR TO VERIFY -----------------J EX15TING 15T FLOOR FRAMING CONDITIONS AND REPORT BACK ❑ ----------- -------------------- TO ENGINEER. UN,w I HD y 6 41 a: s FOUNDATION AND F I RST NORTH: NORTH: FLOOR FRAM I NC FLAN SEGOND FLOOR FRAM I NG2 PLAN "r=s 1/4" = 1'-0" 1/4" = 1'-0" • SEE ARCHITECT DRAWINGS FOR ALL DIMENSIONS AND ELEVATIONS. SEE ARGHITEGT DRAWIN65 FOR ALL DIMEN5ION5 AND ELEVATIONS. • SEE DRAWING 5-0 FOR GENERAL NOTES AND MATERIAL • SEE DRAWING 5-0 FOR GENERAL NOTES AND MATERIAL SPEGIFIGATIONS. SPEGIFIGATIONS. 1 ISSUED FOR FILLING 02/16/18 number issued for date FRAM I NC LEGEND PRIK RECORD JO15T5/RAFTER5 BEAM/HEADER WOOD POSTS David Bruce Mann, Architect No. OF PLIES IN r! POST DOWN 122 East 55th Street New York,NY 10022 BUILT-UP BEAM Tel(212)644-6416 Fax(212)644-6913 ,/- EXTENT OF ® POST UP AND DOWN SPAN FRAMING BEAM (3)-2x10 Client Date DIRECTION 51ZE W8x10 ❑ POST UP 02/15/18 OF FRAMING FRAMING 1485 (3 1/2x11 -I/8 LVL _ ELLIOTT RESIDENCE - MARK, SEE 2" 275 275 WEST ROAD AS NOTED SGHEDULE POSTS SHALL BE (3)-2x6 CIJTCHOGUE NY 11935 J-I BEAM I.D. MIN. IN 2x6 STUD WALLS Drawn By DOWNSLOPE DASHED BEAM REACTION AND (3)-2x4 MIN IN 2x4 JM/KDJ STUD WALL, U.O.N. DIRECTION WHERE (WOOD-1-135., STEEL-KIPS) Title Sheet OF SLOPING BUILT OVER FOUNDATION AND FIRST MEMBERS I BY OTHER * SEE LAMINATED VENEER FRAMING LUMBER (LVL) AND PARALLEL FLOOR FRAMING AND C STRAND LUMBER (P5L) SECOND FLOOR FRAMING S NOTE Not. PLAN TDEG#:18006.00 CIL-, COL. i SAM 3 1/4" ' ii312Ing 1 1/2",TTP. UP COL. 3/16 Structural Engonem 3 1/2" 3 1/2" `V -I m 831baster Heoft Raad I Suite 200 3/16 o Lee Farm Corporate Park I Danbury,CT 06810 p m �► _o — _—_ _ _— — (203)49DA140 I wwff.ftcorn v G `n OWNERSHIP, USE AND ALTERATION OF DOCUMENTS: kc� — — 3/8"± PLYWOOD SHIM ON TOP OF NEW BEAM iy The Client acknowledges that the documents, drawings, specifications including electronic media files are instruments of The DiSolvo Engineering it PLYWOOD FLOOR SHIEATHING m Group's services and shall remain the property of The DiSalvo Engineering Group. The Client or any person or entity that acquires or obtains the 5" 5" !Y1 N drawings and specifications from or through The Client shall not use them (2)-ROW5 1/2") THRU BOLTS = on any other project, shall not modify, alter or change the drawings and AT 16"o.e. STAGGERED AT 8"o.e. EX. I-J015T FRAMING, TEMPORARILY SHORE specifications without written authorization from The DiSalvo Engineering J015T5 THEN GUT AND REMOVE LENGTH OF Group. Furthermore, The Client agrees to the fullest extent permitted by PLAN J015T5 TO ALLOW INSERTION OF NEW STL. BM. law to indemnify and hold harmless The DiSalvo Engineering Group, its officers, directors and employees from any and all claims, suits, liability, H/ WEB BLOGK'G H/ 'I/8" MAX. GAP BETWEEN 10"± demands or costs, including attorney fees arising out of or resulting GOL./FTG. GUT END AND FACE OF HEB BLOGK'G therefrom. � PLAN 10"x1/2"x0'-10" BASE If- 1/2"(P x 0'-`1" LONG HILTI KHIK _ BOLT TZ EXPANSION ANCHOR m 1/4" THICK LEVELING IL I BOLTS H/ 4" MIN. EMBEDMENT REMOVE PORTION OF EX. I I FL. A5 REOV. TO INSTALL I I/4" NON-SHRINK I I 5EE PLAN FOR FTG. 51ZE, COL. REPAIR FLOOR. GROUT I I THIGKNE55, AND REINF., IF REOV. LVL BLOCKING RIPPED Q"A/2"x10" BASE If,, 5EE III TROWEL TOP FLUSH H/ EX. SLAB 51MP50N HANGER TO FIT SNUG BETHEEIN PLAN DETAIL ABOVE I I H55 4x4 SEE PLAN I I BEAM FLANGES EX. SLAB STEEL BEAM, 5EE PLAN FOR 51ZE I I" MAX. NON-SHRINK GROUT n,. n NEW ANCHOR RODS, 1 � � n DRILLED AND EMBED 4 (MIN) H/ ADHESIVE I 6" 5EE PLAN FOR 51ZE 6" m v 5AWCUT AND REMOVE EX. SLAB, COMPACT SUBGRADE PRIOR 100± TO POURING NEW FTG. SECTION T1'P I GAL INTERIOR GOL_ UMN BASE DETAIL AT EX 15TI NC SLAB I TYP I GAL I-JO 15T TO STEEL BEAM GONNEG'TI ON DETAIL 2 SEGTI ON 3 3/4" = I'-0" 5-2 NO SGALE 5-2 3/4" = I'-0" 5-2 OF Nick/ h 1) z (10 C 1 ISSUED FOR FILLING 02/16/18 number, issued for date PRW RECORD David Bruce Mann, Architect 122 East 55th Street New York,NY 10022 Tel(212)644-6416 Fax(212)644-6913 Client Date 02/15/18 ELLIOTT RESIDENCE Scale 275 WEST ROAD AS NOTED CUTCHOGUE NY 11935 Drawn By JM/KDJ Title Sheet DETAILS AND SECTIONS S-2 MEG n:18006.00