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HomeMy WebLinkAbout42352-Z Town of Southold 10/9/2019 P.O.Box 1179 w .r 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY I No: 40764 Date: 10/9/201'9 THIS CERTIFIES that the building ALTERATION Location of Property: 1769 Smith Rd, Peconic SCTM#: 473889 Sec/Block/Lot: 98.4-20 Subdivision: ( Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/1/2018 pursuant to which Building Permit No. 42352 dated 2/9/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITIONS AND ALTERATIONS INCLUDING COVERED PORCH, AND ATTACHED GARAGE WITH RECREATION ROOM AND BATHROOM ABOVE PER ZBA DECISION#7089,DATED 10-19-2017, TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Pirozzi Jr,Anthony&Jodi of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42352 05-15-2019 PLUMBERS CERTIFICATION-DATED 04-12-2019 P ' at Plumb' ut o ' ed ignature �SUUoflco TOWN OF SOUTHOLD BUILDING DEPARTMENT CO TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED), Permit#: 42352 Date: 2/9/2018 Permission is hereby granted to: Pirozzi Jr, Anthony & Jodi 85 Stratford Rd Rockville Center, NY 115702147 To: construct interior alterations to an existing single family dwelling as applied for. At premises located at: 1769 Smith Rd, Peconic SCTM # 473889 Sec/Block/Lot# 98.4-20 Pursuant to application dated 2/1/2018 and approved by the Building Inspector. To expire on 8/11/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $389.60 CO - TO D $50.00 Total: $439.60 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$15.00 p Date. 01 bphO New Construction:p J Old or Pre-existing Building: (check one) Location of Pro a �(D / All C'House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Block 0 Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: _ (check one) Fee Submitted:$ 50- Alp Signature tl � o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959Q1�C0U '� BUILDING DEPARTMENT TOWN OF SOUTHOLD - ' i ' I i CERTIFICATION 1 I Date: Building Permit No. 4 Owner: O v- ZZ I (P print) _Plumber.. SWA 2\U �y\cR V�1 (-\3 (Please print) f i I certify that the solder used in the water supply system contains Iess than 2110 of 1% lead. i N (Plum rs Signature) Sworn to before me this- f 2 day of A r G_, 20 I g IJ SEP 2 3 2019 Notary PublicpHtUp F SwO-rKIEVOonty Notary Public-State of Now York i�ntt�t(� F ' '„ No.01SW4506950 n : Ny ®uali4led In Suffolk County •:1 Hwy Commission Expires Oct.319 2021 I pF SOU��®�® Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G @ Southold,NY 11971-0959 ® ® �® roper.riche rt(-town.South old.ny.us coUNT►,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Pirozzi Address: 1769 Smith Rd City: Peconic St: New York Zip: 11958 Budding Permit#. 42352 Section. 9$ Block. 4 Lot* 20 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: East County Electric License No: 1005-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Seance Only Commerical Outdoor X 1st Floor X Pool New Renovation - X 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 400a Heat gas Duplec Recpt 91 Ceding Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 21 Wall Fixtures Smoke Detectors Main Panel A/C Condenser 3 Single Recpt Recessed Fixtures 73 CO Detectors Sub Panel A/C Blower 3 Range Recpt 30a Fluorescent Fixture Pumps Transformer Appliances2-dw Dryer Recpt 30a Emergency Fixtures Time Clocks 2-2 Disconnect 0 Switches 107 Twist Lock Exit Fixtures TVSS Other Equipment: 400a service with 2-200a disconnects, 52-surface mounted light fixtures, 1-range hood, 1-50w wall oven,64-feet of under cabinet lighting, 12-paddle fans,4-bath fans,drive way gate opener, 1-30a elevator circuit, Notes: 1-110v radiant floor heater, 15-low voltage garden lights, 16-ARC fault circuit breakers,60 KW standby generator with 2-200a transfer switches Inspector Signature: Date: May 15 2019 81-Cert Electrical Compliance Form As L3�� OF So # TOWN OF SOUTHOLD BUILDING DEPT. Comm", 765-1802 INSPECTION [ ] OUNDATION 1ST [ ] ROUGH PLBG, [ 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: 9V OA m" v V ( & tow/ swig9.x/ Qw"oyl G ��aw 0 �w, DATE INSPECTOR VA1.1"A � y3 �v ho�aOF SOUTyolo * # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION ' [ ] FOUNDATION 1 ST [ ] ROUGH PL13G. [ ] 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: v o6 In &—ce� a �! O DATE INSPECTOR ho��OF SOUIyo� # TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] 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: �2DATE / INSPECTOR` XG SOF SO/1r # # TOWN OF SOUTHOLD BUILDING DEPT. `ycouMv,��` 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING MARKS: aXj(,, Mk VYA o� DATE o 1 B INSPECTOR apF SOUTy how o� # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��' 765-1802 INSPECTION [ ] FOUNDATION 1STUG [ ] H PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] CTRICAL (FINAL) ,j ] CODE VIOLATION [ CAULKING REMARKS: (1) c.� ao ¢: -low- cgw-v lg,- ," ivvoq w k, 0 - 04' , & CdV�ty- t4jMtS Vrt V1 s . DATE DC INSPECTOR OE 50(¢ ho,�e� yplo # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION , [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL-(ROUGH)_ [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 1305) i Z ( S 40(k t4j 41 YY)LN' G6Ai W� MAt cAmim trl opt 44 m' beA ku , � l_, (ay-fs, 19k DATE INSPECTOR " Uf SUUIyo # # TOWN OF SOUTHOLD BUILDING DEPT. `ycoum, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ 1ANSULATION [ ] FRAMING /STRAPPING [ FINAL Aa,-,p [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: SO , v1/l .n-7,- . ,o-. f<x it _ , V ?(AASt DATE INSPECTOR J.P. HUNTER ENTERPRISES, INC. HUNTER INSULATION ■ HUNTER HARDWOOD FLOORING 675 Elton Street,Riverhead,NY 11901 (631)283-4120 fax(631)283-4163 August 7, 2019 RE: 1769 Smith Rd Peconic To Whom It May Concern, This is to certify the above referenced house was insulated as follows: Insulate garage ceiling with 8" R-30 open cell foam. Fire caulk all penetrations as per code. 2" 21b density foam at all 2 x 6 exterior walls with 3%2" unfaced fiberglass batts for a total of R-27, including garage. Low expansion foam at windows and doors. 8" open cell foam at roof line and ignition barrier coat at attic spaces R-30. 1St floor walls 3" R-21 closed cell foam. Insulate subfloor underside of house at subfloor with 3" R-21 closed cell foam. Sincerely, Kenneth Brauner 1 , `M' SEP 2 3 2019 10�ML�ARKCHITECT SCHWARTZ &ASSOCIATES 28495 Main Road•PO Box 933•Cutchoguc, NY 11935 631.734.4185 www.mksarchitcct.com --- -^" ,-`- •P--- I},'` j J� rev + �-,..�i September 30,2019 -' SEP 3 0 2019 Southold Town Building Departmrnt gra• ? x' 54375 Main Road Southold,New York 11971 Re: Pirozzi property 47 Smith Road Peconic,New York SCTM#1000-98-04-20 To whom this may concern, I have been on site during the construction phase and reviewed the work. To the best of my knowledge,the insulation and elevator installations have been completed as per plans and meet or exceed NYS Code. Please call this office with any questions you may have. Sincerely, Mark Schwartz -E IA Mombcr Amcrican blsntuto of Archilcctwc ALL ISLAND ELEVATOR CO. PO Box 655 Phone: 631-723-1500 Hampton Bays,NY 11946 www.allislandelevator.com e-mail: allislandelev(a,aol.com 8/2/19 John Devito C/O Pirozzi Residence Re: 1769 Smith Rd Peconic,NY Dear Sirs: This is to certify that the roped hydraulic residential elevator manufactured by Cambridge Elevating Inc. (model-Elmira)installed at the above,NY location was designed,manufactured and erected in accordance with ASME/ANSI A17.1 "Safety Codes for Elevators and Escalators" Section 5.2; ICC/ANSI A117.1 and NFPA70 National Electric Code.The installation of this elevator is complete and it is available for use. Sincerely, ALL-ISLAND ELEVATOR CO. J.P. HUNTER ENTERPRISES, INC. HUNTER INSULATION ■ HUNTER HARDWOOD FLOORING 675 Elton Street,Riverhead,Ny 11901 (631)283-4120 fax(631)283-4163 August 7, 2019 RE: 1769 Smith Rd Peconic To Whom It May Concern, This is to certify the above referenced house was insulated as follows: Insulate garage ceiling with 8" R-30 open cell foam. Fire caulk all penetrations as per code. 2" 21b density foam at all 2 x 6 exterior walls with 3%" unfaced fiberglass batts for a total of R-27, including garage. Low expansion foam at windows and doors. 8" open cell foam at roof line and ignition barrier coat at attic spaces R-30. 1't floor walls 3" R-21 closed cell foam. Insulate subfloor underside of house at subfloor with 3" R-21 closed cell foam. Sincerely, Kenneth Brauner \ r, yr � 1�. _Y •.f.. t ham..\i - - =� 0 �] u o R S .. rfill 3 ■ a no 0 �� Q -a + WO�--Mwkolv 1 , T4L 16 ,�,,,� Now Pi , Y • 1 • 1 _�cul I � �� � � ��1-':� Fp^ �,� _ - CONINMNTS FOUNDATION (1ST) ----------------------------- KIM 1 a �4A ENERGYINSULATIONSTATE 3. �lLr> , ADDITIONAL COMMENT'S , L 'l �I I Iii C Voil'. ,i/t O`Y - i�t ��� `,i IF I all mol, l. `-I � �� I � � �� • � � it ��� w�� AL ol I 011E J i VA 41- _- [L� t, ✓ ii Wit'/I� • OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST ItUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HAL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 n2 s� c� Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate Truss Identification Form Storm-Water Assessment Form 1 (3-41 Approved 920 il to: � 6t J/��� Disapproved a/c D one: 7,74 4-14 ,,r Expiration 20 D � L 'V !-� Bui ng Inspe for D FEB e 1 2018 APPLICATION FOR BUILDING PERMIT Date 3,9 , 20 TO OF SOUTHOLD INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agen arc; , ngineer, general contractor, electrician,plumber or builder Name of owner of premises 0 Pte/z (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section Block L Lot 2 6 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy cYlAJ GC,6' Ed AIC 0 12 g6f b. Intended use and occupancy S4.-41 3. Nature of work(check which applicable):New Building Additio Alteration Repair Removal Demolition Other Work IM 04 id L. (Description) 4. Estimated Cost Fee 7`- (To be paid on filing this application) f 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars S 6. If business, commercial o_r mixed occcu ancy, specify nature and extent of each type of use. cc 7. Dimensions of existing s�trucctturres,'if an : Front I Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories .Suk V 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 iC 4- o 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 �/Nl 14.Names of Owner of premises Address Phone No.�tp'ps/� Name of Architect G �Z Address Phone No T 1 Name of Contractor O Address Phone No. 6 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 X NO * IF YES, PROVIDE A COPY. CONNIE 0.BUNCH STATE OF NEW YORK) Notary Public,State of New York No.01 BU6185050 SS: Qualified in Suffolk County COUNTY OF U Commission Expires April 14,2� Gc✓ j2TZ being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the 4C (Contractor,Agen Corpo to Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 20_LL Notary PublicSi ture of Applicant 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 L` Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application D Flood Permit Examined ,20 v ((C.�J D Single& Separate Truss Identification Form MAY 15 2017 Storm-Water Assessment Form Contact: Approved ,20 HURMING DWr. Mail to:A//�A�L �//7W C/C Towiv oar o. ,�oJr!04 rd�l 6uV ivy. //Q7/ Disapproved a/c 7 Phone: 6 66 Expiration Building Inspector APPLICATION FOR BUILDING PERMIT Date �'li9y f 2 , 20 1-7 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before,issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit —_shall be-kept-on the premises available for-inspection-throughout-the work. - e.No building shall be occupied'or used in whole'or"in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire,if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder &6W77-7 Name of owner,ofpremises �'N�D/V Y 1210,OZZ/ , R 3, (As on the tax roll or latest deed) If applicant is a corporation;,signature of duly authorized officer (Narrie and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work wil be done: House Number Street amlet County Tax Map No. 1000 Section Block 4 Lot z6 r Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 92&CID b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work _ w, rM C-1 .7", ,_�i -' (Description) 4. Estimated Cost `d Feed'`i t: ' _?' , (To'b�paid on filing this application) 5. If dwelling, number of dwelling units ONf` . _.Dumber of dwelling units each floor 0jyd6, If garage, number of cars ;4r! °`' 6. If business, commercial or mixed occupancy, specify naure,and,extent of each type of use. 7. Dimensions of existing structures; if any: Front Rear Depth Height Number of Stories MO 2 i Dimensions of ame structure with alterations or additions: Front Rear Z Depth Height `` Number of Stories Cl 40 Z 8. Dimensions of entire new construction: Front 1&0- 69 Rear Depth �� �• 69 Height Number of Stories r400 ' 0 9. Size of lot: Front A ,4, .3 Rear �� .�2 Depth 47 9 0 10. Date of Purchase Name of Former Owner le-'4 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES XNO 13. Will lot be re-graded? YES NO_>;�Will excess fill be removed from premises? YES NOX -,4A1pW0A1YPJR4ZZ/, XX e3— T�0�rr� 14. Names of Owner of premises Address A C U e-jtftN.Y Phone No. 00r-- Name of Architect�igQ,�'jGVjAl2rZ 41.4 Address A1Y Phone No All 791f- 4185- Name of Contractor ! "g 10 Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES_ NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO x * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) ez—Am('k being duly sworn, deposes and airs 1� !Pi gVplicant (Name of individual signing contract) above named, o ary Pu ,State of Nene York No.01 BU6185050 Qualified In Suffolk County (S)He is the ,�(�,��� Commission Expires April 14,2 � (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 201_7_ Notary Public Signature of Applicant e r Michael J.Domino,President S�UPjy Town Hall Annex 54375 Route 25 John M.Bredemeyer III,Vice-President P.O.Box 1179 Glenn Goldsmith ;' Southold,New York 11971 A.Nicholas Krupski • Telephone(631)765-1892 Greg Williams ;Ofy _ Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD �1 DATE OF INSPECTION: . Ch. 275 _Ch. 111 PAA) 1148PECTION.SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1St day of construction % constructed Project complete, compliance inspection. INSPECTED BY: COMMENTS::' . CERTIFICATE OF COMPLIANCE: II]V L4 i ; SEP 2 3 2019 A Am Mug NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NOW Facility DEC ID 1-4738-03915 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facility: ANTHONY JR PIROZZI PIROZZI PROPERTY 85 STRATFORD RD 1769 SMITH RDISCTM# 1000-98-4-20 ROCKVILLE CENTRE,NY 11570 PECONIC,NY 11958 Facility Application Contact: MICHAEL A KIMACK PO BOX 1047 SOUTHOLD,NY 11971-1047 (516) 658-6807 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 714.6 NYTM-N: 4544.5 Latitude: 41°01'24.5" Longitude: 72°26'51.1" Project Location: Hog Neck Bay (Little Peconic Bay) Authorized Activity: Construct a two story addition to the existing single family dwelling; install drywells; extend pervious driveway; and install a two-foot high fence landward of the non-disturbance buffer. All work shall be done in accordance with the plans prepared by Mark Schwartz and Associates, dated 02/14/2018, and stamped NYSDEC Approved on 02/22/2018. KLL Permit Authorizations Tidal Wetlands -Under Article 25 Permit ID 1-4738-03915/00002 New Permit Effective Date: 2/22/2018 Expiration Date: 2/21/2023 NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator: MARK-CARRARA, Deputy Regional Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY 11790 -3409 Authorized Signature: i Date,,)- Page 1 of 6 A Name NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03915 Distribution List MICHAEL A KIMACK Bureau of Marine Habitat Protection File Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS 1. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Mark Schwartz and Associates, dated 2/14/2018. 2. Notice of Commencement At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 3. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 4. Storage of Equipment,Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 75 linear feet from the tidal wetland boundary. 5. Install,Maintain Erosion Control Necessary erosion control measures, i.e., straw bales, silt fencing, etc., are to be placed on the downslope edge of any disturbed area. This sediment barrier is to be put in place before any disturbance of the ground occurs and is to be maintained in good and functional condition until the project has been completed, the area has been stabilized, and thick vegetative cover is established. 6. No Disturbance to Vegetated 'Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 7. Custom Vegetated Buffer To protect the values of the tidal wetlands, a permanent vegetated buffer zone shall be established. (As shown on the plans dated 02/14/2018, prepared by Mark Schwartz & Associates) Page 2 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03915 S. No Drywells in or near Wetland Dry wells for pool filter backwash shall be located a minimum of 100 linear feet landward of the tidal wetland boundary. 9., Driveway/Parking Area of Pervious Material Driveway and parking areas shall be constructed of NTYSDEC-approved pervious materials. 10. No Changes to Septic System This permit does not authorize any alteration, expansion or replacement of existing septic systems. 11. Contain Exposed, Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales /silt curtains (or other NYSDEC approved devices) placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 12. Direct Runoff Away from Tidal Wetland and Buffer Roads, driveways, and parking areas shall be graded to direct runoff away from tidal wetlands and protected buffer areas. 13. Tidal Wetland Covenant The permittee shall incorporate the attached Covenant(or similar Department-approved language)to the deed for the property where the project will,be conducted and file it with the Clerk of SUFFOLK County within 30 days of the effective date of this permit. This deed covenant shall run with the land into perpetuity. A copy of the covenanted deed or other acceptable proof of record, along with the number assigned to this permit, shall be submitted within 90 days of the effective date of this permit to Marine Habitat Protection NYSDEC Region'l Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NYI 1790 -3409 Attn: Compliance 14. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 15. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation (grasses, etc.) immediately following project completion or prior to permit expiration, whichever comes first. If the project site remains inactive for more than 48 hours or planting is impractical due to the season, then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. 16. State May Require Site Restoration If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 17. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Page 3 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03915 Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the,State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation-of this permit, the structure, fill,,excavation;.or other modification of the watercourse hereby authorized shall not be completed,the owners, shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 18. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 19. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department)to determine whether the permittee is complying"with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals, Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Page 4 of 6 r NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03915 Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd -.Stony Brook,NY11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages, to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Page 5 of 6 Mug NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 141W Facility DEC ID 1-4738-03915 Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the "..'permittee's agent with respect to the permitted activities, and such persons shall be:subjectito the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Page 6 of 6 i BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson � $O(/Py® 53095 Main Road•P.O.Box 1179 l0 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes COO Town Annex/First Floor,Capital One Bank Gerard P.Goehringer 0 ® �Q 54375 Main Road(at Youngs Avenue) Nicholas Planamento IyCOUN% Southold,NY 11971 LD) r=. - J i^J http://southoldtownny.gov D ZONING BOARD OF APPEALS OCT 2 4 2017 l` TOWN OF_SOUTHOLD NE�CEED Tel.(631)765-1809 •Fax(631)765-9064 .QFINDINGS,DELIBERATIONS AND DETERMINATIONT® ®F SO�JTHr�LD 0201 MEETING OF OCTOBER 19,2017 ZBA FILE: 7089 Southold Town Cleric NAME OF APPLICANT: Anthony Pirozzi,Jr. PROPERTY LOCATION: 1769 Smith Road, (Adj.to Hog Neck Bay)Peconic,N.Y. SCTM#1000-98-4-20 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 H 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 thru A25, and the Suffolk County Department of Planning issued its reply dated June 22, 2017 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: The relief, permit, or interpretation requested in this application, pursuant to the LWRP Coordinator's memorandum dated September 20, 2017, is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTSMESCRIPTION: The subject property is a non-conforming 29,037 square foot parcel in the Residential R-40 Zoning District. The parcel measures 64.30 feet along the northerly property line, measures 398.80 feet along the easterly property line,measures 79.32 feet along the southerly property line which is adjacent to Hog Neck Bay, and measures 429.90 feet along the westerly property line as described in the latest survey dated March 22, 2017 by John Minto,L.S. The parcel contains a two story frame dwelling with an attached porch, an in- ground swimming pool and shed also depicted on a survey prepared by John Minto, L.S., dated March 22,2017. BASIS OF APPLICATION: Request for a Variance under Article XXIII, Section 280-124 and the Building Inspector's May 24, 2017, Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling; at: 1) less than the code required minimum side yard setback of 15 feet; at: 1769 Smith Road, (Adj.to Hog Neck Bay)Peconic,NY. SCTM#1000-98-4-20. RELIEF REQUESTED: The applicant requests a single side yard setback variance to construct a one car garage 7 with a second story bonus room and bathroom and expand the existing bedroom for a total of an additional 567 square feet. The applicant wishes to have direct access into the residence from the garage. In doing so, the proposed addition requires relief for a single side yard setback of 10.4 feet where 15 feet is the minimum required by code ADDITIONAL INFORMATION: Public hearing notices were mailed to owners of adjacent parcels as required. A letter and appearance by the neighbor to the east of the property opposing the proposed addition was entered into the record. Included in her objection was a request to the Board to compare the scale and size and style of homes 1 / Page 2, October 19, 2017 #7089, Pirozzi SCTM No. 1000-98-4-20 in the immediate area to the subject property. The applicant's agent submitted prior variances for non-conforming side yard setbacks in the area. On October 27, 2005, a prior owner was granted variance relief from an increase in the degree on nonconformance when constructing additions to the dwelling with setbacks of 3 feet instead of 10 feet for a single side yard. On -November 12, 2009, a variance was granted for the addition of a second story to the home which created new nonconformance for a single side yard at less than 15 feet and combined side yards totaling less than 35 feet. The granted side yard setbacks were 5.8 feet and 7.7 feet,respectively. A New York State variance, Petition No. 2014- 0038 was also previously issued to former owners approving a pool enclosure and pedestrian gate surrounding an in ground swimming pool that faces the northerly area of the house. A revised Site Plan prepared by Mark Schwartz, dated October 10, 2017 was delivered as a result of the October 5, 2017 public hearing. The new plan depicts the existing shed on the property to be removed, adds a 12 foot wide by 20 foot deep turnaround to exist the garage, relocated the drywells and illustrates a modified roof line over garage to a gambrel roof. In addition,the plan clarified the ingress and egress to the existing staircase in the home and the existing landing that connects first and second floors. Included with the applicant's submission is a copy of the aforementioned New York State variance, a certificate of occupancy for the pool, an aerial photo showing the applicant's residence in relation to the adjoining dwellings, and a photo of recently planted evergreen screening along the applicant's westerly property line. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on October 5,2017 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 §267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood consists of a mixture of single and two story year round and seasonal houses on or near Hog Neck Bay and accessed via a narrow 16.5 ft. private right of way.Lots are typically long and narrow in width. The applicant's home is set back from the right of way more than 150 feet and the roof pitch of the proposed attached 2 story garage has been changed to a gambrel to reduce the visual height 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than the area variance. There is no room in the front yard to locate an accessory garage due to the location of the existing swimming pool and the proposed attached garage is located in the only feasible place based on the layout of the existing house. 3. Town Law &267-b(3)(b)(3). The variance granted herein is mathematical substantial,representing 30.6% relief from the code. However, the property is only 64.3 ft. wide and in 2009 the Board of Appeals granted side yard setbacks of 5.8 ft. and 7.7 ft. for a second story addition to the subject dwelling (File #6325), which are less than the 10.4 ft. side yard setback proposed for the attached garage addition. 4. Town Law 4267-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 of the neighborhood. The applicant must comply with Chapter 236 of the Towns Storm Water Management Code. 5. Town Law $267-b(3)(b)(5) The difficulty has been self-created. The applicant purchased the property 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 the purchase. Page 3, October 19, 2017 #7089, Pirozzi SCTM No. 1000-98-4-20 5. Town Law &267-b(3)(b)(5) The difficulty has been self-created. The applicant purchased the property 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 the purchase. 6. Town Law 276-b Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an attached one car garage with second story bonus room, bath and enlarged bedroom. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Acampora, seconded by Member Dantes, and duly carried,to GRANT the variance as applied for, and shown on the site plan(page S-1) and architectural plans (pages A-lthru A4)prepared by Mark Schwartz, dated October 10,2017. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The addition of the garage must be fitted with leaders and gutters along with drywells for proper on site drainage. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or 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. Any deviation from the variances)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. Vote of the Board: Ayes-Members Weisman (Chairperson), Dantes, Planamento, and Acampora. (Member Goehringer absent) This Resolution was duly adopted (4-0). f Leslie Kanes Weisman, Chairperson Approved for filing /2017 1 BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson O�QF SO(/Tyl 53095 Main Road-P.O.Box 1179 y> Q p Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor,Capital One Bank Gerard P.Goehringer • �O� 54375 Main Road(at Youngs Avenue) Nicholas Planamento OIi�CoUf Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD C Tel.(631) 765-1809-Fax(631)765-9064 December 4,2017 Mark Schwartz&Associates _ Architect P.O. box 933 Cutchogue,NY 11935 RE:- Request for De Minimus Determination Appeal No. 7089,Pirozzi 47 Smith Road, Peconic SCTM No. 1000-98-4-20 Dear Mr. Schwartz; We are in receipt of your correspondence dated November 28, 2017 requesting a de minimus determination in the above referenced Zoning Board of Appeals decision. In your letter,you describe an altered plan to create an additional 10.2 feet by 9.9 feet two story addition to the northeast portion of the single family dwelling, and you propose changes to the roof pitch and ridge that will be slightly lower than the approved design. Based upon the information provided,and depicted on the site plan and architectural plans pages S-1,A-2, A-3,A-4, prepared by your firm, dated November 29, 2017, I have determined that your requested modifications to a proposed single family dwelling is de minimus in nature because the proposed additional improvements do not increase the degree of non-conformity, and upholds the intent of ZBA Appeal No. 7089. In order to finalize our decision,we kindly ask that you submit two(2)signed and sealed site plans last dated November 29,2017. Please be advised that the conditions set forth in Appeal No. 7089 will still apply. Contact our office if you have any further questions or concerns. I will instruct the office to send a copy of this letter and your request to the Building Department. 4nr e, Les Weisman Chairperson cc: Michael Verity, Chief Building Inspector l BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson y���F SO Southold 53095 Main Road•P.O.Box 1179 A� l0 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes us ,e Town Annex/First Floor,Capital One Bank Gerard P.Goehringer o • �Q 54375 Main Road(at Youngs Avenue) Nicholas Planamento lij'C�U Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD April 17, 2018 Tel.(631)765-1809•Fax(631)765-9064 D D Michael A. Kimack APR 7 Attorney at Law 8 2018 P.O. Box 1047 Southold,NY 11971 13U RE: Request for De Minimus DeterminatiorTOWN OF SOUTHOLD Appeal No. 7089,Pirozzi 1769 Smith Road, Peconic SCTM No. 1000-98-4-20 Dear Mr. Kimack; We are in receipt of your correspondence, dated April 6, 2018,requesting a de minimus determination in the above referenced Zoning Board of Appeals decision. In your letter, you request a de minimus approval for the demolition and reconstruction of an existing porch addition to a single family residence. You are proposing that the subject porch, currently maintaining a 10.4 foot distance from the side yard property line, will be reconstructed in place and in kind. In the Board's decision of October 19, 2017, the applicant was granted side yard setback relief of 9.4 feet for additions and alterations to the applicant's dwelling instead of the minimum code required side yard setback of 15 feet. Based upon the information provided, and depicted on the site plan prepared by Mark Schwartz,Architect, dated March 5, 2018, I have determined that the proposed improvement of replacing the porch, in kind, is de minimus in nature because the porch location will have a greater setback than the side yard setback granted in the 2017 decision and will be re-constructed within the existing footprint.. Please be advised that the conditions set forth in Appeal No. 7089 will still apply. Contact our office if you have any further questions or concerns. I will instruct the office to send a copy of this letter and your request to the Building Department. Sin rely, Leslie Kanes Weisman Chairperson cc: Michael Verity, Chief Building Inspector RCHITECT MARK SCHWARTZ &ASSOCIATES 28495 Main Road•PO Box 933•Cutchoguc, NY 11935 631.734.4185 1 wwim:mksarchitcct.com May 14,2018 10�) RECEIVED MAY 2 201 Southold Town Zoning Board of Appeals 54375 Main Road ZONING BOARD OFAPPF Southold,New York 11971 Re: Pirozzi property 47 Smith Road Peconic,New York SCTM#1000-98-04-20 Dear Zoning Board members, Please review this set of plans for a de minims approval. The Owners would like to construct wrap around stairs-as shown.,The porch setbacks will not change from what was already approved. Please call this office with any questions you may have. Sincerely, A tl Mark Schwartz -14 ALA \kmh�', •\ntc'nt'dn frnhft:tcct ,ir<hit:.'tu:i AA 47�, r . Scott A. Russell ,��® ��� STO]RMWA\' IER. SUPERVISOR AM[A\N A(G IENCENT SOUTHOLD TOWN HALL-P.O.Box 1179 �^ 53095 Main Road-SOLiTHOLD,NEW YORK 11971 ® Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SKEET ( TO BE COMPLETED BY THE APPLICANT ) DOLES THIS PROJECT IN VOLVIE ANY OF THE FOLLOWING: Yes NO (CHECK ALL THAT APPLY) A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. Date APPLICANT (Property Owner,Design Professional, ?Contractor,Outer) S.C.T.M. #: 1000 District �J Q NAME /t I`- tJ v Sect ton Block Lot FOR BUILDING DEPARTMENT USE ONLY**** Contact information. r,i.PnoM u mb ri C�`�"' '/1(/h Reviewed By: V 1 1 I Date: C I—) � Property Address /Location of Construction Work: — — — — — — — — — — — — — — — — — / /kApproved for processing Building Permit. 1 Stormwater Management Control Plan Not Required. ® Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 APPLICANT; S,C.T.M. 1000 r (Property Owner,Design ProfmionAi,Agent,Contractor,Other) --mp — �811FF /f CHAPTER ER 236 4- Z a ,` Stormwater Management Control Plan CHECK LIST NANIC; Z- section Block Lor ! S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application, Date; �. * The applicant must provide a Complete Explanation and/or Reason for not providing i Z (/ ' I all Information that has been Required by the following Checklist! 1. A Site Plan drawn to scale Not Less that 60' to the inch MUST YES If You answered No or NA to any Item, Please Provide Justification Here! show all of the following Items: NO NA If you need additional room for explanations,Please Provide additional Paper, a, Location & Description of Property Boundaries b, Total Site Acreage. c, Existing- Natural & Man Made Features within,50 L,F, of the Site Boundary as required by §236-17(c)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e, Limits of Clearing& Area of Proposed Land Disturbance, IN (,[. L reit/ f, Existing & Proposed Contours of the Site (Minin,umzintervals) g. Location of all existing& proposed structures, roads, driveways, sidewalks, drainage improvements &utilities, Ii, Spot Grades & Finish Floor Elevations forai existing& N9 G! l J itJ ev proposed structures, 1. Location of proposed Swimming Pool and discharge ring, . Location of proposed Soil Stockpile Area(s). EROSI k. Location of proposed Construction Entrance/Staging Area(s). Sha}I incl u e u,tiot,be-lirmited in* E=� riwg2n\ 1. Location of proposed concrete washout area(s). well maintains o I m. Location of all proposed erosion&sediment control measures, Backed Silt enctn , T Stormwater Management Control Plan must include Calculations showing Seeding of exposed an -Iandi-I AJO that the stormwater Improvements are sized to capture,store,and Infiltrate on-site the run-off from all impervious surfaces generated by a two(7)inch G D rainfall/storm event, CTIMS ARE • ' OUTgOLD 3. Details&Sectional Drawings for stormwater practices are required for approval, Contact Items requiring details shall include but not be limited to: Backfill, OR Proviae ng a. Erosion & Sediment Controls, that the drainage Has been ingt3fled to Code. b, Construction Entrance&Site Access. c, Inlet Drainage Structures (e.g,catch basins,trench drain%etc.) d. Leaching Structures (e.g. infiltration basins,swales,etc.) k.}ei'MAY N 'I' USE ONLYi... Additional Information is Required. Reviewed & F] Stormwater Management Control Plan is Not Complete. Approved By: - - - - - - - - - - - - - - - - - - - - - _ i Stormwater Management Control Plan is Complete, Date: � SMCP has been approved by the Engineering Department, FORM * SWC heck 2014 o�QS�JF xG Town Hall Anne . =1 y Telephone(631-1802 54375 Main Road Fax(631)734-9502 P.O.Box 1179 C=) Southold, NY 11971-0959 BUILDING DEPA T'MENT NOTICE OF UTILIZATION-OF TRUSS TYRE C0-I4STRUOTIJON PRE-ENGINEERED WOOD CONSTRUCTION ANDIQR T°1MBER CONSTRUCTION Date: [.Lo r?fid Owner- A77MVY :_. �' = `'. `•' = . �•. s Location of Property, 1k, r ;y a dti� Please take notice that the(cheek a p�icabf `line): ►- E J A.• .a t7 . New residential structure ,> '; .�,:�A.- 1:_° . '._ Addition to existing residential structure - Rehabilitation to.*al3-e4sting.residen#+al sfrucEciiie =y to be constructed or perfonned at tfidtq l c <{�t�a 3 t y; of t xi a above will Utilize ( -d•. check applicable line): - • sw�Y ' Truss type constrti*✓tiorx.( ` 'a _ >>. _ x. Preen ineer 'str%c r g ed woQd. nP ?�` Timber construction )' < , in the followirig location(s)(check applicable line): _- Floorframing, includit g;girdeps..and<k�ariis(P} A)Z Rooffr4m10g (R); Floor agg roof-framing(FR) Signature: , Name (person subrnitti this fermi): RAX 4AL - Capacity(check applicable line): Owner Owner representative TrussResReg15-docx Effective 1/12015 is gFFOL�� BUILDING DEPARTMENT- Electrical Ins eU O� TOWN OF SOUTHOLD �IJ Town Hall Annex- 54375 Main Road - P x 1179 o Southold, New York 11971-0959 AUG 4 2 2018 C Telephone (631) 765-1802 - FAX (631) 765-9502 dl `� roger.rich erta),town.southoId.ny.us BUILDING DEpT T yrs v <. frMOLD APPLICATION FOR ELECTRICAL INSPECTION E,tUESTED BY: - - -- - - - Date: - ernpany Name: c) a ame: vCGC--- T�(�-- icense No.: email: Be,)C-6 C�S� C-7vAAtl C_c3r� ddress: soU--t-1c IJ k" ((�7 hone-No.: ( 76, 7- �'�'7:3"`l OB SITE INFORMATION/!: (All inform tion Required) , 'ame: ddress: j7'bq SpirTM 'Zc_or t �ross Street: f(1 d tAr\ N . hone No.: Idg.Permit#: email: ax Map District: 1000 Section: Block: Lot: RIEF DESCRIPTION OF WORK (Please Print Clearly) 1.11 6 y dor, S e iZ V V E: tYaM AO-ia- ` D I-100 14nA 'trcle All That Apply: s job ready for inspection?: YES NO Rough In Final to you need a Temp Certificate?: QES3NO Issued On `emp Information: (All information required) �e-rvice Size 1 Ph 3 Ph Size:�rMt1'cA #Meters Old Meter# Iew Service- Fire Reconnect-Flood Reconnect-Service Reconnected nderground Overhead Underground Laterals 1 2 H Frame Pole Work done on Service? N additional-Information: PAYMENT DUE WITH APPLICATION �45 Request for Inspection FormAs ��� SOVjy®�o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G ® Q Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD STOP WORK ORDER TO: Anthony&Jodi Pirozzi, Jr. 85 Stratford Road Rockville Centre, New York 11570-2147 YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT: 1769 Smith Road, Peconic, New York S.C.T.M. 1000-98-4-20 Pursuant to Section 144-8 of the Code of the Town of Southold, New York, you are notified to immediately suspend all work and activities until this order has been rescinded. BASIS OF STOP WORK ORDER: Construction beyond scope of Building Permit#42352 issued 2/9/2018 CONDITIONS UNDER WHICH WORK MAY BE RESUMED: When all changes to the permit have been approved by the Building Dept. Failure to remedy the conditions aforesaid and to comply with the applicable provisions of law may constitute an offense punishable by fine or imprisonment or both. DATED: 3/28/2018 Peter Doherty Code Enforcement Officer (Cert. Mail) PREP , y pore Riw h Roo� .`: UN 4` /nr.�. Q"mss ro wr•r — , 4'07'00"E —• i J 4 64.30' PIPE GEMMILL , tib . •1 lir�� --//n��// (PART OF L07 E) Com, v v _ � VV"' RESIDENCE OG,• �' v iD co C� X'coNj aME OED 1 S \n o 1' —x f LE• \ Mae w m RESIDENCE T enr.� DD CN > o s eaAoa 5.8' u l:.n� I GUARANTEED TO: ¢, KATHRYN FARRAND Gf•ifx K ao•oLm RESIDENCE 'ONn ONE STORYI rolmoO Ina CE' V� FMS 55551 +, + cowao p=H 91 A DATE FILED MAY 27, 1913 = 3, TMyI 1000-098-04-020 MONS u�wNC sa I `• \ NOTE ELEVATIONS SHOWN ARE IN 1929 NGVD.• D+o EE FLOOD ZONE INFORMATION DATA SHOWN HEREON s2A69 IS FROM PANEL 164 OF 1026; FLOOD INSURANCE RATE MAP NUMBER 36103CO164 G. EFFEC7NE �y DLT7E 1 DATE MAY 4, 1998. otfSS` \ • H ) wARAN+EFs WaC,L7E0 HERE CW SNA2L R9N ONLY TD RIE PERSON FOR Wok THE s sKv . —• 6 PROyARED,AND aV RS WMEf TO 7K 7172£CoV ANY.CD2¢M AL AGfM7 D, �.• LENDING WSnn1RON.6 x L N ws AND • W GV RGVARA =ARC CT 7"C SgPAG WSnnInD�L G1 ADWXA M ARC Nor TRANSfE ZW m � ADarnawL.Osn7uTxws w su9seaualr ow,rAs t0 •t VNAMORIZED ALTERA noN OR A=BaV 70 MIS _ SURVEY AS A WOLA170M Or WCDON 7209 of 6 W NEW YOW STATE EDVC400N LAIC FLOOD ZONE AE 8 COPIES rws svRVEr N.v+Nor 9uawc 7NE LANO SURLLY04S D490SSL0 SEAL STALL i,.• NNOrry E—y ED TO 9E A VALID MUE FLOOD ZONE VE EL 8 w6.E•• NxV}e of SURVEYED: 30 NOVEMBER 2004 rn �.we vP SCALE 1"= 40• AREA = 30,776 S.F. OR 0.706 ACRES Na 0E 4 We p•1 24 W a $ 13 p SURVEYED BY 53�g6 CO�jSTANLEY J ISAKSEN, JR. P;NNYS OBOX 94 734--05835N.Y. 11956 :How wETLAND DELINEATION. PROPOSED IMPROVEMENTS. REVISE ELEVATIONS NSE LANA VEYOR OD FLOOD ZONE DATA, CONTOURS.AOJACENT WELLS x CESSPOOLS. Lic. No. 49 3 04R1372 } - I o ! M N ONm u L� o m � PCI H co u O x p C�,4$ DRAINAGE INSPECTIONS ARE REQUIRED �� w G Contact TOS Engineering at 765-1560 before Lo Backfill, OR Provide Engineer's Certification on drainage the that has been installed to Code. ttz: 30.0 0.0 ti:tl3 : `=i ":` _ 00 EROSION&SEDIMENT CONTROLS `V cu v fd 30.0 0.0 .0:03 ;= "4"µ=- W Shall include but not be limited to: .rt2 30.0 0.0 ^,os034;.,,,:?e <: 'r=w.;� � ata 49.0 0.0 noo1sVis,A- A well maintained Construction Entrance, ra 15.0 20 0:01 .: :`33:; a'- Wire Backed Silt Fencing,stabilization & 12.' 0.3 5;' 0.40 Seeding of exposed and/or inactive soil 4.x35 BETTER THAN GOOE cn APPROVAL OF STORMWATER MANAGEMENT CONTROL N - wn Cod er 36 STATE ENERGY Date: cg 7 V PROFESSIONAL HA5 Approved y w O� BEST OF HIS/HER SPEGiFIGATIONS ARE IN 0$1 Rcr�uv[g H D DEC 142017- V BUILDING DEPT. CnCn TOWN OF SOUTHOLD PROPOSED 2x,037 5F t FLR: 1,572 5F . • ?r t FLR ADDITION: 660 5F EAR GOV PRGH: 540 5F EAR PRGH ADD: 38 5F HED: 101 5F i OOL: 560 5F 00L SURROUND: 586 5F � DRAWN: VC/MS 4,057 5F agSCALE: I5.CI% 33 �® JOB#: 9 P' November 29th,2017 a SHEET NUMBER: S- 1 .P REVISIONS I / EXISTING HOUSE I (2 2X12 ACQ LEDGER j 2)2X12 ACQ LEDGER (2)2X12 ACQ LEDGER (2)2X12 ACQ LEDGER —�— (2)2X12 ACQ LEDGER (2)2X12 ACQ LEDGER / I2 E U- IU- ,I I Q v a Ci v co (yam C) r.o u. I O 'Q Q' O o O `) ILo 1 " Oo �0 u 05'-21/2' "1/aUO —11 y. t'_1 _Zrz (2)2X12 ACQ GIRDER +2)2X12 ACQ GIRDER . (2)2X12 ACQ GIRDER (2)2X12 ACQ GIRDER (2)2X12 ACQ GIRDER (2)2X12 ACQ GIRDER r }4 !A I ILL LLI I 'a a' 6X6 ACQ POSE v I rr, la a l w/12"dia.PIER O I I X x (TYPICAL) �p I •N CNCC I N M M ly � (3)2 CQ GIRDER (3)2X12 GIRDER (3)2X12 ACQ GIRDER (3)2X12 ACQ GIRDER (3)2X12 ACQ GIRDER U - — — - ——1_——i=I_ — -— — a a �a � I I I I I L - - - - - - - - - � \p �x xl ,%i I I I D - - - - - - - - - - � � .M �� I I I L - - - - - - - - - - - - - - - - I I - - -- - - - - - - - - - - - -J I I d I L — — — — — — — — — -- — — - - - - I z z L — — — — — — — — — — — — — — — — — — -J 2'-6" 4'-0" 5'-7" 4'-0" 27'-11" 44'-0" PARTIAL FOUNDATION PLAN SCALE: 1/4" = 1' z a a o w EXISTING 1,O/USSE LL-Ai , ems✓.�`�-�� .� `.3y' ° rl II II II II II 11 , rt.Y , NAL T II II II II II 11 I I I I I 11 II I I I I I .n.P _--,_ -��.. ''a,,_��.�w -_.•'-'—''_--_------------_ III II II II 11 II I � ,; � .. �,.� �� '►.. . rs., u n mil tl Lu COVERED PORCH It il� J G cr) I 000 RE-CONSTRUCT EXISTING `o 000057 n II II N N1II1II 11I11I 11 II IIIIII NCATHEDRAL CEILING 'l4'd:g�;`,;�:.•,',e r'_�. �. x m o SS u 4��.�•,,tr p� :.�'�, ��:. "„! I ''1�1}` ' » Il II r �r II I1 ' 2'-83/4”- 8 —6 1/2 8 —10'h 10 —8-3/4/4 6X6 ACQ 1 I 11 I II II o C.�:ti..' t �? ir f I POST(T'P) (2)1-3/4X11-7/8 ML I I (2)1-3/4X11-7/8 ML I I (2)1-3/4X11-7/8 ML 45 O O O ,F�/jam \���`� 1 W m = Z (2)1-3/4X11-7/8 ML N E 'Yn o uv �, �`1 a-�` � l� O 0 4, g O co W RAILING TO BE INSTALLED RELOCATE STAIR p PER CODE(STYLE TBD) TO CENTER OFF Q FIN GRADE-TOD:58" SLIDING DOOR m a`N � I ,F"' G r�!z. fit► ,#�,�� � IN sc �� � 2'-6" 4'-0" 5'-7" 4'-0" 27'-11 4 DRAWN: MH/MS 44'-0" „ - .� SCALE: 1/4"=1'-0" �A JOB#: May 21,2018 Q 1 .�: SHEET NUMBER: PARTIAL FLOOR PLAN SCALE: 1/4" = 1' A- 1 REVISIONS: uj N 40028144" POSo�gIL FENCE 0. �v� � LOT E O—a EDGE OF BEAGH --�'` ° oma.- o - o C \ 1 6RA55 °'' o—�_ I <t �� REMOVE EX15T CATCH 8 1 0 0�N BA51N d INSTALL (1) b'(P x �1 o� o �_0 •o r 1 3' DEEP DRY WELL 1 I-- - -- _ _ _ GATE — S _'_°_o _ o 2� o r ® \ Z — TEPP b - 3J� o TIDAL WETLANDS _ LNG _ q.SO 0 r O E--� -� 1 COLUMNS u> 32.5' STONE o'er*_ o —_—.. o 0 s \ DELINEATEY ASD by 1 PROP `� m � - WALL 24.O�v DW v t ° o T ^ - u o a J t Z - - _� 0' �� o _ 0 O F J 9 EN-GON5ULTANT5, ING. 1 PORCH IP i�����i 0 N 5-6-Oa 1 EXTEN51ON 10.3' �� a o \ p 1 EXIST 2 10.41 �- PROP �, //0 d- o t 7° SS, STORY I STORY f EXTEND EX15T —1 oST o /�� `p o o- Z C� rn 1 2 — DRIVEWAY `� g% °�^'4i� �, 1 BIN FRAME RAMP BRIOK WALK �RP�M GARAGE ��% o v o 01 Bo�� cA 1 RE5ENGEXTEND E 0 z �7� 0 D '�� uW iT o--_--FUEL DWY (��� �+ ¢� o S/b 1 STEPS Q LT TANK 12'W x ��P\�� �+ UJ 0�0� 3 10 2, PROP 2o'D ��}' A ����� ° LL fi o w > EDGE OF BEACH 14.1' - 2-5TORY �X , x x m J Oo, STEPPING�- / �S �` U I °; Q O 1 GRASS PROP STONE 9 STONES 0 L J �� tri 6 �� �� , o C"O DP 317.8 ' _ PATIO i G ST q \ ^ ' x RICK �5TEP5 BRICK WALK o "�PATIO o,AIC, 777, .O w x GRAVELLl o �._ ►^^� LL r� _j �� ¢Q� DRIVEWAY ti q / =0� POST PAIL FENCE - -- RR TIE z W �] �C�' SLATE U z -W _ / �' °- -"" - RP TIE x UJ O W °� rr ° 0 a� 0° �Q ,POST d PAIL FENCE ) PATIO 4102q'3011 E \ �o- 4��� �� °� ,Q° a°��� ✓�\ F / / �\ N54007'00"E 64.30 -0 LLJ � o LOT G moo,, o FROF 517E PLAN °ooT p' q SCALE: 1" = 20'-0" EXIST SHED o�oTO BE c REMOVED 0� z o ° N r� RECEIVED 0 JAN O D 2018 4' � O ZONING BOARD OF APPEALS x ~ v pa° rn Coate~ O � � oU STORM 1NATER MANA6DD ENT DETAILS SUMMARY OF TOTAL THERMAL RATING a, , ;~ N.T.S. Cavity Continuous cC " Component Assembly Orientation Gross Area Insulation Insulation U-Factor UA SHGC `d x .s~ `— R-Value R-Value y • Building e I 1 Bonus Room Floor+ All Wood JoIsVTruss Over Unconditioned Space — 562 112 30.0 0.0 0A33 19 N v OGEE GUTTER - STANDARD 5 Bedroom Floor All-Wood JoisTrruss:Over Unconditioned Space 107 ft2 30.0 0.0 0.033 4 .C) W Ceiling 2 Cathedral Ceiling 244 V 30.0 0.0 0.034 8 NOTES: 1 Ceiiing 1 copy 1 Flat Ceiling or Scissor Truss 344 tt2 49.0 0.0 0.026 9 UAW11. EXECUTION: v1Wall 1 Wood Frame,16"o.c. Unspecified 525 R2 15.0 2. 0.065 33 DO NOT BEGIN INSTALLATION UNTIL 5UB5TRATE5 HAVE BEEN LWrindowt VinyunberglassFrame:DoublePane with Low-E Unspecified 15 ft2 0 0.3 5 0.40 PROPERLY PRESERVED. J 2. PREPARATION: TOTAL: 769 (4.q% BETTER THAN CODE) W HAY E3A1' w/ SILT FEN(I NG Cl. GLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. MAX ALLOWED UA: 82 b. PREPARE 5URFAGE5 U51NG METHODS RECOMMENDED BY THE ,_,, LIMITS OF GLEARIN6 TO I DRY WELLS TO BE 10' MIN. MANUFACTURER FOR AGHIEVIN6 THE BEST RE5ULT5 FOR THE PROP05ED SYSTEMS HAVE BEEN DESIGNED TO MEET NEW YORK STATE ENERGY U BE NO MORE THAN 20' AWAY FROM HOUSE SUB5TRATE UNDER THE PROJECT CONDITIONS. GON5ERVATION GON5TRUGTION CODE REQUIREMENTS. WHEN A DE516N PROFESSIONAL HA5 FROM PROPOSED WORK 011 o C. PAINT CONGEALED METAL SURFACES 4 5URFAGE5 IN STAMPED AND 51ONED THI5 PAGE, THEY ARE ATTE5TING THAT TO THE BEST OF H15/HER AS INDICATED ON 51TE , O C CONTACT WITH 01551MILAR METALS WITH PROTECTIVE KNOWLEDGE, BELIEF, AND PROFE55IONAL JUDGMENT, 5UGH PLANS OR 5PEGIFIGATION5 ARE IN PLAN BAGKIN6 PAINT, GOMPLIANGE WITH TH15 CODE. N 3. INSTALLATION: a. PERFORM WORK IN ACCORDANCE WITH THE GDA HANDBOOK 8 ALL HEATING 8 COOLING DE516N5 SHALL CONFORM WITH A5HRAE. < PROP NEW ROOF AREA: 700 S.F. THE DRAWIN65. 2" RAINFALL per HOUR GALG: 700 5F X .167 = 11-1 GF b. GUTTER TO BE PITCHED TOWARDS LEADER I" to 2" FOR EVERY 40' OF RUN. � � PROVIDE (1) b'l) x 3' DEEP DRYWELL (126.66 G.F. EA) c. SHEET METAL JOIN LENOTH5 WITH WATERTIGHT JOINTS. U) d. GOPPER/LEAD: FLASH $ SOLDER 6UTTER5 TO DOWN5POUT5 Bldg Dept copy from ZBA a AGGEs50R1Es. LOT COVERAGE GALGS Final reviewed do ments TOTAL DRYWELL CAPACITY: 1269.66 G.F. e. ALUMINUM: RIVET B CAULK WITH A BUTYL SEALANT SLIP ZBA File# 717 JOINT CONNECTORS. EXISTING PROPOSED Date: / / l 2 At- f. CONNECT DOWNSPOUTS TO STORM 5EWER SYSTEM AS LOT SQUARE FOOTAGE: q,037 5F 2q,037 SF �wtlinll�l f� INDICATED, SEAL CONNECTION WATERTIGHT. BUILDING FOOTPRINT: 15t FLR: 1,5-12 5F 15t FLR: 1,572 5F 4. PROTECTION: REAR GOV PRGH: 540 5F 15t FLR ADDITION: 6960 5F 540 5F IOL 5F REAR GOV PRGH: a. PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF SHED: �FtED q�q POOL: 560 5F REAR PRGH ADD: 38 5F '� C PROJECT. POOL SURROUND: 586 5F SHED: IDI 5F �\5 �u1Nc b. TOUGH-UP, REPAIR or REPLACE DAMAGED PRODUCTS BEFORE � ti 5UB5TANTIAL COMPLETION. 3,35q 5F POOL: 560 5F 9 POOL SURROUND: 586 SF ,�3 DRAWN: VC/MS 4,057 5F e - _a II t ^' * SCALE: 70B BUILDING LOT GOVERA6E: 11.690 13.01% t #: '9T X22 9 OQ- November 29th,2017 .� SHEET NUMBER: SOF Nr-- S- 1 Note: ALL SUBSURFACE STRUCTURES; UNAUTHORIZED ALTERATION OR ADDITION June 28, 2018 update addition WATER SUPPLY, SANITARY SYSTEMS, TO THIS SURVEY IS A VIOLATION OF OWNg+ JM CWCKF°9Y JMDRAINAGE, DRYWELLS AND UTILITIES, SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. SHOWN ARE FROM FIELD OBSERVATIONS Gm Fltf UgTE. March 2017 AND OR DATA OBTAINED FROM OTHERS. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR OWK NO: 17\SMITH ROAD THE EXISTENCE OF RIGHTS OF WAY EMBOSSED SEAL SHALL NOT BE CONSIDERED AND/OR EASEMENTS OF RECORD IF TO BE A VALID TRUE COPY. ANY, NOT SHOWN ARE NOT GUARANTEED. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE I Premises known as: TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND #1769 Smith Road TO THE ASSIGNEES OF THE LENDING INSTI— TUTION. GUARANTEES ARE NOT TRANSFERABLE. Area= 29,037 sq.ft. 0.67 acres N NSC II �N�pIA / fence end, 0, 0gs 0.9W 9°•je\ cue , B cA o o ro �S �ee�P OAS ° Shed 15 g' aQto C moi.— 3 -`,•s. ti ry\e V'' I can r m _ Lp5a�o o-o_o� \ - ecce �p «, oQ 5 ��� 4_1 ' tai CD f �. w q�e�t p' fence g ew y o' 0.5E avel drim 1 f0 _x fe,cot.0 0 c� of o'0 tal fence I fence(0e 264 157 sQi?a 0bi P �pole �V fence ang!P100- 8 b tie end o O PpOI el'oMent c constmction -,-- Z steps L tenced fe ca � p 1'W N brick + J' x metal lencex +\ x �fente angle oos/ 0 `o %�,ence v`P '9 fence 0 p.fi E ZONE X o ZONE AF i"I tank ,\ 1`) Gne s¢ EL=6 tlP end°n 00, Q fence , ^ r° fence 0.6T fence° �jZ� ayti , 09 /o — r V G -1° o fence 0 5_. D fence \ 0 JUL — 3 2018 6'E +flag Pole- ,81,' /Bi ZONE X BUII,DING DEPT. - ---------------- ---- �`''t'.M 1 . fele r� ZONE AE TOi O L �.v.�.,TOLD o.9w EL=6 / / fence 'oo ¢off P N - fence end � � 1 � 1 LL1Y 0 0 � t As-built Survey of Lot D MAP OF INDIAN NECK PARK FILED MAY 27, 1913 FILE NO. 551 �®F NEw situate at \-\N MINT . '." Peconic of Town of Southold J }� LAND SURVEYING �'} .. -` �l�_ O Suffolk County, New York Mintoville@aol.com ° ; ' '19866 , J SUBDIVISIONS �� F�1 1v Tax Map #1000-98-04-20 TITLE & MORTGAGE SURVEYS _ TOPOGRAPHIC SURVEYS June 6, 2018 Scale 1 "— 30' LAND PLANNERS SITE PLANS GRAPHIC SCALE 30 0 15 30 60 120 JOHN MINTO, L.S. PHONE: (631) 724-4832 LICENSED PROFESSIONALLAND SURVEYOR FAX: (631) 724-5455 NEW YORK STATE LIC. NO. 49866 93 SMITHTOWN BOULEVARD SMITHTOWN, N.I'. 11787 IN FEET 1 inch = 30 ft. --"" Note: ALL SUBSURFACE STRUCTURES; UNAUTHORIZED ALTERATION OR ADDITION M"er JM cvrrcwrp sr JM WATER SUPPLY, SANITARY SYSTEMS, TO THIS SURVEY IS A VIOLATION OF DRAINAGE, DRYWELLS AND UTILITIES, SECTION 7209 OF THE NEW YORK STATE SHOWN ARE FROM FIELD OBSERVATIONS EDUCATION LAW. cAnnrear>f. AUGUST 2019 AND OR DATA OBTAINED FROM OTHERS. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR p�µNprm: 19\SMITH ROAD 1769 THE EXISTENCE OF RIGHTS OF WAY EMBOSSED SEAL SHALL NOT BE CONSIDERED AND/OR EASEMENTS OF RECORD IF TO BE A VALID TRUE COPY. ANY, NOT SHOWN ARE NOT GUARANTEED. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Premises known as: TITLE COMPANY, GOVERNMENTAL AGENCY AND #1769 Smith Road LENDING INSTITUTION LISTED HEREON, AND 1 TO THE ASSIGNEES OF THE LENDING INSTI— TUTION. GUARANTEES ARE NOT TRANSFERABLE. Area= 29,037 sq.ft. C��pA 0.67 acres e INS .`SI, �6 fences meet o' •' In vO o 0 -� btk 0 b �b g°� 1\ c e\e/ �g b o m 70 0 n� 0 ��� / te.angle o.o-0- 1�Q I�cn �o is °' a looter �2 0 Q �°� o ° gate P05 from P \ 0 lance cor, v - A°�t\sta \ 0'° w00%g�lencex_x_x_x 9 1.1'W o °. ,�O cords o ' � x slrfe ` ,° N /Pala & lents angle ° i \ utvIy Pate �O m 26.4' °, fence x z 145 fences meet �N a x or o prof equipment ° e r 0 tent on hoe x , o * slate +f dram \ Patio tank �"�• +' fuel gyp, steps ,+ /!.► \+ ,+ Steps kvi '+ \01 LYS O� 0� fencetor.0.1'E ZONE X ZONE At .. a, J�/-- - • / \� ° �6 04' o a '�• 0 ren fenceend 0.2'E ton's end ca°�"" fence eor. o. <051 a , �? Qo4G� I° \0,0 ,0jice end �4 ��fence end 0 \1e e °. o \*' ---`moo ZONE X °` /woad lents a� ZONE AE o• 3.3'E EL=6 fence Q. / J fence end 4 L L& as N i i Final Survey of Lot D MAP OF INDIAN NECK PARK ' 1 FILED MAY 27, 1913 FILE NO. 551 �01 N,OV situate at Peconic LAND SURVEYING �n ,t Town of Southold Mintoville@aol.com \�;�` .`$6F� Suffolk County, New York SUBDIVISIONS Tax Map X1000-98-04-20 TITLE & MORTGAGE SURVEYS "`- TOPOGRAPHIC SURVEYS ff f LAND PLANNERS fit( August 6, 2019 Scale 1 = 30 SITE PLANS , GRAPHIC SCALE JOHN MINTO, L.S. PHONE: (631) 724-4832 SEP 2 3 2p�g 3° 0 15 30 60 120 LICENSED PROFESSIONAL LAND SURVEYOR NEW YORK STATE LIC. NO. 49866 FAX: (631) 724-5455 93 SMITHTOWN BOULEVARD SMITHTOWN, N.Y. 11787 r 'T 9)71'r'�T^,; s -. IN FEET 1 inch = 30 ft. REVISIONS: ca J�� _i° 1�—!b.�_ s•J 1 '6 i}'a';`?aj 1 O i 11 PltrFUL } IrC cr'cunpi"!r�y s P 1 l0. .. .:I.�.L Ci�.i�'�^-.. ��.✓i_,I!::c': m',PLiJT C.O. C r Sl"i '; ""' iF;'_I_ Pv1 E7 THEE _ COCES NEW f 7,,. UFI,7- ' 'uTS Cir IHS Cv.E Or: u: Y ELECTRICAL INSPECTION REQUIRED YORK; STATE. NOi RESFOilO',RLE FOR OR CONSTRUCTION ERRORS. C,ES'M — -® — TRUSS PLACARDING REQUIRM E+1 I>„. .'... 1`9.,1 i1,?.9., .. ,- -•i'S i_ ..�� _. ..i.._ EXIST `_” mww_P.�. __..�. ..v` 4_ , �,�: e "FICATION PORCH f _ .�_.__._. .�_._ . ..,._ „ i LE./—>aD CONTENT BEFORE CATE OF OCCUPANCY -''3LDER USED IIV 01ATER CANNOT 11 -I ± 20'-O"± 1I-5 ± , t L- S YSTEM E"CEEU 2'10 OF 1% LEAD. O • � , , . �. .�� /QUI +i EXIST EXIST DEN LIVING ROOM m EXIST q'-10" GL6. HT, DINING ROOM T-10" GLC. HT. ROOF RAFTER5 (� -_ 10' GL6. HT. T-6" GL6. HT. ui=i IJ` "'T TO CHAPTER EE3 236 N 0 TI EI0V!N, GCJ't. � 0 • r•1 .•d O +' O GL +1 z EXIST UTILITY 0 •O i EXIST cn EO L 1 BRARY EXIST EXIST EXIST EXIST q'-10" GL6. HT. FOYER KITCHEN BEDROOM — O BEDROOM +, +, q'-10" GL6. HT. 1 q'-10" GL6. HT. en q'-10" GL6. HT. �r 0 U co c`� O S Q•' i~ +1 O p•+ 12 1 i� EXIST ct v a s~ Tv00 O W UP U3 U O C!1 56'-5"J U XDI BT �I R5T FLOOR FLAN � N SCALE: 114" = I'-0" RED ARC v IN SCy f V � N DRAWN: VC/MS 0238 SCALE: JOB#: O F N�� January 30th,2018 SHEET NUMBER: INTERIOR ALT PERMIT SET (01/3 0/2018) A- 1 REVISIONS: I---� W 40'-l"± �yy 5'- ± 0. z 0 I-1 G EXIST Q BALCONY Q STOR GL m GL 5TOR L"Ir +, 00 ol CHIMNEY EXIST aj >-o+ BEDROOM o EXIST +, N N BATH m � o ROOF \ 5ELOW \ CD 5TOR GL m GLI STOR cn m � v o m +1 EX15T m cn x BALCONY o m To Nk o e ° m RAILING — ory v -On± i-5n±5i--u± 2i-5 2 •� � � � � U N oi~ v 2-i'-0"± o w � DN ® W U N EX157 5F-GOND FLOOR PLAN SCALE: 1/4" = 1'-0" N �,��FtED qR 1N SC Cyij, , Q� �C, DRAWN: VC/MS '9 ?2338 Q- �� �O SCALE: O F N ESN JOB#: January 30th,2018 SHEET NUMBER: INTERIOR ALT PERMIT SET (0 1/3 0/2018) A-2 REVISIONS: I I I � Ix � Lu w Q — — ®- X I EXIST EXIST GIRDER GIRDER EXIST ROOF OVERHANb EXIST I I I 52'-2"± ll'-5"i I O "NIS N W I EXIST LIVING ROOM EX15T q'-10" GLC. HT. I DINING ROOM (NEW HOOD EXIST + q'-10" CLO. HT. FLOOR) DEN (NEW WOOD � FLOOR) (NEW WOOD cn I FLOOR) REMOVE EXIST DBL DOORS 8 V I INSTALL NEW 6068 PKT DOORS AS SHOWN ol EX15T 41-011 41-011 41-0111 so- -10' GLO. HT. T-6" GL6. HT- I G OUTDOOR SHWR 1 WOOD (WOOD �I I TILE I TILE 2' I I -10 r----------- O EXIST } — N DRAWER +i - V BASE BATH GVHD lcARBA6E 5HOHER n �-f/S • �„+ EX15T GABS a T HVAG UNIT Q i---- —- FREEZER (( )) REMOVE EXIST m ■ 0 WINDOW 4 GLO5E UP r a U_ >J WALL i T1 (NEW TILE — � FLOOR) a � PROP 'U W/D > n,W BATH - EXISTuj m I PROP a w l PROP LIBRARY LAUNDRY q'-10" GL6. HT. z FOYER 30° o (NEW WOOD + IR DRAWER li G +. a NEW NEW FLOOR) I DN BASE p 8 p 8 N 3 x6 -- - - - 3 x6 cn It "i O PKT PKT oX v u °- RELOCATE � •� EXIST GVHD O 2-6 51-61t 8-4 �l o cu), + 36" GAS RANGE F° °� ° I DOOR GABS n w/ HOOD ABOVE @o u� RAWEP. DRAWER + ARBAGE O O n/W , a. I a5 v = BASE BASE WALL O 0) • \ --- ----- ------ ------------- N +' EX15T Q oven PLATY o .5 --� SORT GO NEW 48"x48" PIG U I WINDOW REMOVE EX15T REMOVE EX15T Ln rn cn WINDOWS 8 CLOSE WINDOWS B CLOSE �, �,b 00 UP HALL UP WALL N v I 0 +1 .4( k Lu - EXIST" BR!GK NIALK Q j TO REMAI"d LTJ — REMOVE EX15T HINDOW5 B GL05E I w UP WALL F.+ �171U FROF r-IR57 FLOOR PLAN — W. WALL LEGEND: EX15T to REMAI\y'('�RED qRC NEH 2x4 IV S,►a N DRAWN: VC/MS P �, SCALE: JOB#: ��233 0 January 30th,2018 �F N SHEET NUMBER: A-3 INTERIOR ALT PERMIT SET (0 1/3 0/2018) I, u REVISIONS: C y 40'-7± 2'-5"+ 8'-O"± ,�y 2-5"± �'-O"± 5'-II"± w h-� IL (5 rm i i + EXIST - 3'-3"± 2-0"± BALCONY STOR GL GL STOR ROOF 14" V.T.R. Q I � _ I � I Q i I 2 CHIMNEY 1 1 1 / EX15T �1 I I - BEDROOM +, I �) -1 NEw � iL SHOWER EXIST o N 5EGOND FLOOR z I WG V-4 '� o O BATH N I N cn — I ,G.O. 41' z r-4 to .o N � o N ~ a BELOW + + 211 6 — —f— PROP WIG STOR m F T r I— 1 I I I I I ry l — N I— N STOR 1 I I �I -I (REMOVE EX15T BALCONY - NOT SHOWN) - 3'-3"± 101 - � 10 II,_qol SHOWER SHOWER z z 1 ( UTDOO W/M ) I o / _ _ z F I R5T FLOOR z7n I WG WGF T c� a' c� � 0 REMOVE EX15T =Lr IG.O. - 6 WINDOWS d GLO5E N CV N �_ �_ I t(1 C(1 tv N (V p m �A u UP WALL - --- - - - - - 4„ 4 O X o �. � w � 2s LL] z S)° o -- G.O 1 � � -I w N I CONNECT TO EXI5T 5GDH5 •5 4 1 APPROVED 5ANITARY 75 SYSTEM A5 REQ � U cc FLUM5I NS RISER r�I A6RAY N o W PROF 5EGON1;� FLOOR PLAN SCALE: N.T.S. � SCALE: 1/4" = 1'-0" l o,e E- P u �G u O N EFtED qR BEV IN SL, Cy �2233g OQ� OF N E� WALL LEGEND: DRAWN: VC/MS SCALE: EX15T to REMAIN JOB#: NEw 2x4 WALL GONSTRUGTION January 30th,2018 SHEET NUMBER: A-4 INTERIOR ALT PERMIT SET (0 1/3 0/2018) REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL D USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. CLIMATIC&GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD SNOW SPEED DESIGN WEATHERiN LINE TERMITE DECAY DESIGN UNDERi.AYMENT HAZARDS KiNG S'T'UDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 20/13 120 B SEVERE 3 FT. MODERATE SLIGHT TOTO HEAVY MODERATE 11 NONE - 4"DIA.MAXIMUM RAFTER CRIPPLE STUD • DECK AND COVERED PORCH NOTES: LEDGER • ' 1). Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. RiDGE HEADER OD • ; All fasteners,hangers and anchors to be galvinized or stainless steel. 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. Z Girders on concrete piers shall be anchored with proper steel connectors anchored X RAFTER JACK STUDS Into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. �o sn 3).Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete qr 0 footing.Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall be 3 ft.below grade. O RAFTER-TO-LEDGER CONNECTION LEDGER TO BE CONNECTED 70 BLDG.USiNG 1/2"DIA.BOLTS 116"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION 4).Deck joists to have blocking at 8'0 o.c.. RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION I APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION 5).Flashing shall be installed between the building and ledger. Lapping up the sheathing Q� LOCATION USP NUMBER DESCRIPTION APPLICATION L!2 -2x8 LS26 18 a SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD and over the ledger.Ledger to be fastened to building with 1/2"dia.bolts with washers ,•) STAIR RAILING g ' and nuts at 16"o.c Isl ROOF LSTA24 1-1/4"x24"2098.STRAP APPLY OVER RIDGE TO EACH RAFTER 10 LS210 I Bga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD w 1-1/2"SPACE 6).Concrete piers shall be a minimum 6"above grade. MINIMUM 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored to girder(s). Q� HANDRAILS RAFTER 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. 9).Use Simpson hangers and anchors with Z-MAX trippte protective coating or equal RAFTER for any contact with ACQ. C) POST F--•I TOP PLATE '• HANDRAIL NOTES: H TOP PLATE All required handrails shall be of one of the following types H BALUSTERS or provided equivalent graspability. WALL STUD RLM/DECK J01ST o 1).Type 1. Handralls with circular cross section shall have an OPEN BALUSTER ATTACHED TO WALL WALL STUD G outside diameter of at least 14/4 inches and not greater than 2 inches.If the handrail is not circular it shall have a HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION perimeter dimension of at least 4 Inches and not greater than 6-1/4 inches with a maximum cross section of ALL HANDRAILS SHALLBE CONTINUOUS THE FULL LENGTH RAFTER TO PLATEISTUD CONNECTION LOCATION USP NUMBER DESCRlPT lON APPLICATION dimension of 2-1/4 inches. OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH CONNECT TO RAFTER/PLATERT15 TYDOWN ANCHOR RAFTER TO PLATE 2).Type It.Handrails with a perimeter greater than 6.1/4 SHALL NOT BE LESS THAN 1-1J4"NOR MORE THAN 2"IN 41.6"RAFTER RT10 10-3/4"x 18ga.7YD01XlN ANCHOR POST-TO-PECK CONNECTION inches shalt provide graspable finger recess area on both EACH RAFTER P $ P ng CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER USE MIN. {2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS sides of the profile.The finger recess shall begin with a PROVIDE AN EQUIVALENT GRIPPING SURFACE B"-12"RAFTER 8720 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO Pl./1TE5 TO EACH STUD EACH RAFTER distance of 3/4 Inch measured vertically from the tallest Q� portion of the profile and achieve a depth of at least 5A6 Inch within 7/8 inch below the widest portion of the profile.The required depth shall continue for at least 3/8 4 MAX. Inch to a level that Is not less than 1-3/4 inches below the -111. tallest portion of the profile.The minimum width of the ct 4"DIA.MAXIMUM handrail above the recess shall be 1.1/4 inches to a GIRDERA-I EADER maximum of 2-3/4 inches.Edges shall have a minimum 9 4, radius of 0.01 inches. z GIRDER/HEADER s~ NAILING SCHEDULE N o JOIST POST/COLUMN ° o o O a ROOF SHEATHING: • � M POST/COLUMN NAIL ^ � JOINT DESCRIPTION OTY SPACING NOTES P--i STRUCTURAL PANEL 8d AS PER TABLE 3.8 GIRDER/HEADER WFCM-SBC POST-TO-GiRDER/HEADER CONNECTION ROOF FRAMING: LOCATION USP NUMBER DESCRIPTION APPLICATION JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN RAFTER TO 8'WALL:3-8d COMMONEACH DECK/PORCH RAILING LOCATION JUSP NUMBER DESCRIPTION APPLICATIO6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION TOP PLATE 10'WALL:4-8d COMMO RAFTER TOE-NAIL N HOLLOW COLUMN SIMPSON STRRi/2 H.C. ANCHOR APPLY TO EACH COLUMN CEILING JOIST 8'WALL:3-8d COMMONEACH o JOIST TO GtRDER/HFADI:R RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST USE MIN. (2) 1/2"DIA.GI BOLTS WITH WASHERS AND NUT'S TOE-NAIL TO TOP PLATE 10'WALL:4-8d COMMON JOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE m v PARALLEL RAFTER WFCM-SBC LAP NAIL X o m r+ CEILING JOiST LAPS AS PER TABLE 3.7 EACH FACE w rn cn o OVER PARTITION WFCM-SBC LAP NAIL O o STUCOLLAR TIE AS PER TABLE 3.4 EACH FACE ° BEA TO RAFTER WFCM-SBC END NAIL Ln a BEARING PLATE GIRDER TO RAFTER BLOCKING END NAIL ACH TOE 0 W \ o - • • 2 -8d COMMON o q+ RIM BOARD EACH END TO RAFTER 2-16d COMMON END NAIL ,fin U 41 ° WOOD JOIST , "• .M�.. kn GO LEDGER I "•> ," WALL FRAMING: C4 o w ° GIRDER/HEADERI CONCRETE PIER WOOD JOIST I I > JOiNT DESCRIPTION NAIL NAIL NOTES WOOD JOIST • •>�„- TOP PLATE TO QTY. SPACING TOP PLATE 2-16d COMMO FOOT FACE NAIL • �'> • TOP PLATES AT 4-16d COMMO JOINTS FACE • �� INTERSECTIONS EA. SIDE NAIL FLUSH JOISTS WiTH HEADEWGIRDER DOUBLE 2x • STUD TO 24" FACE W CEILING JOIST TO BLDG.CONNECTION (MINIMUM) STUD 2.16d COMMO O.C. NAiL ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH 1i FOR HEADER HEADER/GiRDER-TO-POST CONNECTION LEDGER TO BE CONNECTED TO BLDG.US1NG 1/2"DIA. BOLTS @16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. 1 OR BEAM HEADER TO 16d COMMON 16"Q.C. FACE U 1F ABLE,SFT FiR JOISTS APROX. 1/4"HIGHER THAN LVL HEADERS I I LOCATION USP NUMBER DESCRIPTION APPLICATION HEADER ALONG EDGES NAiL TO ALLOW FOR SHRINKAGE, REQU ROED i 1 (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE TOP OR BOTTOM 2-16d COMMO PER 2x4 STUD END FOR STU (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE PLATE TO STUD 3 -16d COI PER 2x6 STUD NAIL BOTTOM PLATE TO: �j FLASHING TUCKED UNDER 1 FLOOR JOIST.BAND JOIST, 2.16d COIOOT FACE NAIL N TOP PIECE OF SIDING AND 1I END JOiST OR BLOCKING LAPPED OVER FIRST CONTIN. PiECE OF SIDING BELOW THREADED ROD DECK FRAMING: JOINT DESCRIPTION NAIL NAIL NOTES U 1/2"DiA.LAG BOLTS W/WASHERS CNW COUPLER NUT QTY. SPACING (n CONNECTED TO BLDG. @16"OC FMNGM POST JOIST TO: PER TOE 4-8d COMMON ®sa MINIMUM SiLL,TOP PLATE OR GiRDER JOIST NAIL END DISTANCE BRIDGING EACH TOE BOLTS TO JOIST END NAIL soars , 2-Sd COMMON PE44 Post 0 4 • ANCHOR V •. ' A TO JOIST 2.8d COMMONEACH TOE END NAIL FLOOR FRAMING 8a t6'TREAD o s,.• - MINIM M BLOCKING r4u • 12 X12"x12 v w w BLOCKING TO: EACH TOE 2x JOISTS '• • �.e o+�o e EN ANTE " " ` SILL OR TOP PLATE BLOCK NAIL a 'a> '~ CONCRETE FOOTING ., s ., ., Ash ,. 3-ibd COMMO 1%� N D , a CONC.5IAB ro , ,.Q• e•.. (AS REO.) '4'•p° '••��• A A LEDGER STRIP EACH FACE 3-16d COMMO BLOCKING FOR `°•°' r r TO BEAM JOIST NAIL tb"� � � JOIST HANGER * I ?� -{ LAG BOLTS a e Mo. d dda DKK PIER � " r A A cors ° aER PM 3-8d COMMON r 3'—o ua ° PIRd HOLLOW COLUMN UPLIFT JOIST ON LEDGER PER TOE N RIM JOIST/BD. p b• TO BEAM JOIST NAIL SiMPSON STRONG TIE MODEL ST'RR1/2 BAND JOIST PER END �??33 INSTALL AS PER MANUFACTURE'S RECOMENDATIONS PECK POST FTG.CONNECTION 3-16d COMMO F TO JOIST JOIST NAIL 0 :4 #: LOCATION USP NUMBER DESCRIPTION APPLICATION F N BAND JOIST TO: 2-lbd COMMO PER January 30th,2018 DECK/PORCH LEDGER CONNECTION 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING SILL OR TOP PLATE FOOT TOE NAIL SHEET NUMBER: 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING - TERJOR-AL-T PERM--T-SET-(O-11L 710/ 120-FO) A-5 REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS e • RAFTER WALL STUB ENDWALL e CRIPPLE STUD a • BOTTOM PLATE RIDGE ` • HEADER LEDGER B ATHTUB DOUBLE JOIST SIDEWALL 0 ' . RAFTER JACK STUDS . 70 FLOOR USP NUMBER DESCRIPTION APPLIC ATION 11 1ST, ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT E-••I CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH 2 JOISTS. UNDER WALL. 2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-t/4"x24" 20ga. STRAP PPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18 a. SLOPE HANGER APPLY TO EACH RAFTER LEDGER ( ) ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH 9 / FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD, ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC w "lI WALL STUD NoI--1 THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF •� VENTILATION CHANNEL RIM BOARD 0 HIMNEY AS REQUIRED RAFTER SILL PLATE(S) ' WALL SHEATHING RAFTERS ` MAINTAIN 0 • r ., r ., r ., r ., r VENTILATION SIDEWALL FLASHING WOOD JOIST FOUNDATION ' ' BLOCKING - - r - r - r TOP PLATE BLOCKING FINISH WALL AND MOISTURE 2x4 LEDGER STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC BARRIER TO LAP FLASHING ; 2x4 SOFFIT JOIST J AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA Q� BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. �.' SHALL BE COVERED WITH CORROSION- 4" — 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS '� RESISTANT METAL MESH WITH MESH 4NT1N, SCREENED VENT tONTIN, SOFFIT / EXT. PLYWOOD ON ALL OPENINGS � PROVIDE HEMMED EDGE AT OPENINGS OF V4 INCH IN DIMENSION. FLASHING TO FORM CHANNEL INSTALL 4'0" O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE AND SO AS TO MAINTAIN AIR 8" — 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS , ', GAP TO PREVENT CAPILLARY » CONNECT TO ON ALL OPENINGS ACTION 4 — 6 RAFTER RT10 10-3/4 x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. ' CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" — 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS ,� ' 8" — 12" RAFTER RT20 1-1/8" x 20ga, TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL Q� ON ALL OPENINGS .' KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL + ROOFING LAPS BASE ' FLASHING 4 INCHES r-•� RAFTER o BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME Z EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN, 4 INCHES THROUGH VENT • N o N � WOOD JOIST TOP PLATE : 4 GIRDER/HEADER '.. SIDE WALL FLASHING WOOD JOIST 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD Q FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"06" 189a. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR.INSTALL 4'0" O.C. RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE SET FIR JOISTS APRO2" HIGHER THAN LVL HEADERS CONFORM TO SLOPE X. i/ 8" - 16"' MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS o� ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR N v PLATES TO EACH STUD cn r co rn cuo DBL. SILL PLATE TERMITE SHIELD SUBFLOOR SILL GASKET ° WOOD JOISTS w n ' NEOPRENE °J "' TYP. CONC. FOUNDATION ^ CONC. SLAB / o I, u DAMPPROOF EXTERIOR 6 MIL. POLY . _ V GASKET �. 2x6 2x8 CONTINUOUS WOAD PLATE a' 0 M ' V GRANULAR FILL , , , , + ' EMIL POLY ON EXTERIOR ' } -r-� , i I BOLTED TO STEEL BEAM WITH Cj � -4.1 � s V STEEL COLUMN �` 1/2 DIA. BOLTS 48 o.c. STAG. U alk- •a A 4 ROOF JACK ♦ `� s� a a �� �� ■� STEEL BEAM N v �+ � ♦ CONC. SLAB '4 - • a ANCHOR BOLT EMBEDMENT: a� A POURED CONCRETE: 7" `� I 4" x 1/4" x 8" STEEL V •� . COMPACT FILL �p BLOCK WALL- 15" ROOFING LAPS �. TOP AND BOTTOM PLATE V ' • 4 • FLASHING AT .� WITH 1/2" x 6" ANCHOR BOLT KEYWAY FOOTING ° e �` �!•p C• CONC. FTG. •a a G SIDES AND TOP d • ° USE WITH 3x3 SQUARE WASHERS " • w : 4 ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) 1/2 GROUT REINFORCING BAR " I I 3" STEEL COLUMN ANCHOR BOLT CONNECTION FOUNDATION 5/8 DIA. ANCHOR BOLT - I ! DRAIN TILE + p + SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATIONROOFING AT BOTTOM --' CRAWL SPACE OR FOUNDATION 1 STORY 72" OC ""- U TYPICAL BEAM DETAIL 0 SILL PLATE TO FOUNDATION WHERE NEEDED FOR STRUCTURAL BRACING. TYPICAL FOUNDATION. APPLY PILASTERS MIN, 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC, FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING J)NEED ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL SLAB-ON-GRADE Emw4 H P4 �—SUBFLOOR CONC. SLAB , DOOR FRAME 1 6X6 10/10 WWM GARAGE JOIST COMPACT FILL DOOR �— USE 2X8 STEEL BEAM FOR BLOCKOUT �E ED • 4" SLAB I Nl✓ W/ 6X6 WMM `, SLOPE �G �G 7- P.T. SC Sim 4--DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT Q' • PLATE .� ,� �. a ` r .0 1/2-AT2ENDIRAND CE ,� I Z • a.� 7 1 2r • •. ,� ,. ; - (WITH A NAILING PLATE IF NEEDED) *� 0 r r r r 4 •p e e e - • , TO B E APRQX. 1/2" OR HIGHER THAN 71 � ;' ES OF WOOD 0 • ° STEEL BEAM TO ALLOW FOR SHRINKAGE GRADE r -z-- s--- --�-- P P d• 4 BEAMS + • '° PROVIDE STRAPPING TO KEEP JOISTS ALIGNED N +- " 6X6 W.W.M. �; - - s - - -..p - - �; =ri1 , °• p •p _ '9 O MIN. MH ° .' ' 'A n�'� a a ^'l ,Q �••-��NOTC H BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM • 4 n v sa I I I I SUB FLOOR �� �2 3 +t a 4 d a REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM ° e fys I _I 1 — �F EW I o REINFORCING BAR o•• a 4 Qe•s•p s#� s -7JOIST DRAB; VC/MS DRAIN TILE ■r :^I •q a• SHEET METAL / 30# FELT UNDER BEAM AT POINT ��` d I- STEEL BEAM 121v OF CONTACT WITH CONCRETE OR CONC. BLOCK SCALE: e• 3" PLATE (BOLTED TO BEAM) JOB#: TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. •• e SHIMS TO LEVEL BEAM January 30th,2018 REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAMSHEET NUMBER: GARAGE DOOR BLOC KOUT BEAM POCKET A-6 INTERIOR ALT PERMIT SET 0 1/3 0/201 8 REVISIONS: L N T Es'� WIND FRAMING NOTES NAILING SCHEDULE NYS UNIFORM CODE: 2015 EDITION PLAN CONTENTS: CJLj1qEK 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAiL NAiL NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used In leu of a ridge strap, the number of 10d common nails required QTY. SPACING CONSTRUCTION NOTES: In each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOE-NAIL 1). The information within this set of construction documents Is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL: 3-8d COMMON EACH TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be In TO TOP PLATY 10'WALL- 4-8d COMMON JOIST TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall In line with studs below, rafters PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CURRENT SBC HiGH WiND EDITION WOOD FRAME CONSTRUCTION MANUAL construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM- SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES 2). The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM- SBC LAP NAIL EXT. BALCONIES 60 Wall studs above and studs below a floor level shall be attached with uplift COLLAR TiE AS PER TABLE 3.4 EACH FACE DECKS 40 connections in meets current federal, state,county and focal codes, ordinances and regulations, etc. P These codes are to be considered as part of the specifications for this building and acTO RAFTER WFCM- SBC END NAILcordance with table 3.3b.When wail studs above do not fall in line with studs below, the ATTICS w/o STORAGE 10 should be adhered to even If in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2- 8d COMMON EACH TOE ATTICS w/STORAGE 20 Z accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS 3 Dimensions shall take precedent over scaled drawings, LIVE LOADS PSF ROOF (GROUND SNOW LOAD) 20 )• P g RIM BOARD EACH END { ) (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 . 16d COMMON END NAiL ROOMS (OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation,sill plate, or bottom plate with uplift n ROOMS (SLEEPING) 30 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 Inches in masonry block foundations, or lapped under 40 construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES GAURDRAILS ANY DIRECTION 200 (� bottom late, QTY- SPACING (DESIGNED FOR CAT.C) precautions and programs in connection with the work. There are no warranties fora p 3 inch square washes shalt be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY � specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO 2 - 16d COMMON PER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: I LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF- FOUNDATION DETAIL PAGE &GENERAL NOTE PAGE INTERSECTIONS 4 - 1bd COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2 - 16d COMMON O.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION Sym.: 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch sum wallboard on the Interior attached with 5d cooler nails at 7"o.c. at panel HEADER TO 16" O.C. FACE SEE FLOOR PLANS �p p HEADER 16d COMMON ALONG EDGES NAIL SMOKE &CO2 DETECTORS such as bookcases, shelving, pantry, closets,trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified H in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION Q 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK Q h 6). TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type Il exterior shearwails shall meet the requirements of table 3.15a-b times the appropriate FLOOR length adjustment factors in table 3 1b FOOT SEE NOTE: i2 JOIST. BAND JOIST, 2 - 16d COMMONPER FACE NAiL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 1). The General Contractor and Mason to review plans, elevations, details and notes to END JOIST OR BLOCKING GROUND WiND SEISMIC FROST WINTER iCESHIELD determine intended heights of finished floor(s) above typical grade. ?), INTERIOR SHEARWALL CONNECTIONS- FLOOR F RAM I IV!G: SNOW SPEED DESIGN WEATHERING LINE TERMITE' DECAY DESIGN UNDERLAYMENT FLOOD Allowable sidewall lengths provided in table 3.14 shall be permitted to be Increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 2). All footings to rest on undisturbed {virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOiNT DESCRIPTION NOTES QTY. SPACING MODERATE SLIGHT TO abutting p J g JOIST TO. 4 - 8d COMMON PER TOE 3). Provide 1/2" expansion joint material between concrete slabs and 2.4.4.2 and 2.2.4 respectively. 20 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE - concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SiLL,TOP PLATE OR GiRDER JOIST NAiL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 4� Header and/or girder connections shalt be attached wI#h uplift connections In accordance BRIDGING EACH TOE U 4). Any new concrete wags being attached existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors In accordance with table TO JOIST 2 - 8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES �+ be installed with #5 re-bar, 18" long at 12"o.c.. .. Use approved epoxy for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5). Unless otherwise noted, all slabs on grade to be 2500 P.O.. Concrete to beTO JOIST 2 -8d COMMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 6" O.C, SEE NOTES: 1,3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: o o 0 to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: 3-16d COMMONEACH TOE INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12" O.C. SEE NOTES: 1 (BOTH FIELDS) 3 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE: 2 FOR PANEL FIELD Z 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP 3 -t6d COMMON EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 . r--i r/� attached with the above requirements. TO BEAM JOIST NAIL N o, 8x16 cast iron foundation vent for every 150 sq. ft. of area. � o DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 -8d COMMON PER TOE NOTES 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO 1F MENTIONED 1N SCHEDULE NOTES ONLY. N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3- 16d COMMON JOIST- NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, g q y N.Y.S. Residential Construction Code. ) j p BAND JOiST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 8). Drainage as required b current N. 2 . Girders for deck oasts to be bolted to each post with washers and nuts. SILL OR TOP PLATE 2 -16d COMMO FOOT SEE NOTE: 1 Girders on concrete piers shall be anchored with proper steel connectors anchored 2). Tabulated 12 Inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. g For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"xi2"x12" thick concrete footing. JOINT DESCRIPTION NAiL NAIL Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 Inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For below grade. Porches with covered roofs shall have 12"dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted. all framing and structural wood material to be#2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: o Douglas Fir. 4). Deck joists to have blocking at 8'0 o.-C.. M N E CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE �, v SHEATHING LOCATION NOTES X 3). Floors,walls, ceilings and rafters to be spaced at 16 Inches o.c. unless noted 5). A minimum of 10 inch flashingshall be installed between the buildingand ledger. NAIL NAIL AT PANEL EDGES SUPPORTS 1N THE PANEL FIELD o � Y, otherwise. ) " g JOINT DESCRIPTION 19 ,171, �_� ;.� Ledger to be fastened to building with 1/2 dia. bolts with washers and nuts QTY- SPACING " " SEE NOTES: 1, 3 ( BOTH FIELDS) p ,-+ F- where needed. " 4 EDGE ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. NOTE: 2 FOR PANEL FIELD 1cz 4). Unless otherwise noted all bearingwall headers to be 2 2x10#2 + BTR. Doug. Fir. GYPSUM 7 O.C. EDGE w x ( ) g 5d COOLERS Bearing wall headers to have (2) jack ,studs and (2) full length studs on each side of all 6). Concrete piers shall be a minimum 6" above grade. WALLBOARD 10" O.C . FIELD INTERIOR ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTE: 3 \ openings. LVL headers to have (3) Jack studs and (2) full length studs on each side of WALL SHEATHING' •E � C openings. Bearing wall window sills shall also have (2) window silt plates for 2x4 wail 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. u and blocking where applicable. QTY. SPACING 5). All flush beams/headers to be installed with heavy du galvinized hangers and 00 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1). o w vy ty g g PANELS 8d COMMO WFCM - SBC ) For wail sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall anchors where applicable to all connecting joists. PLUMBING NOTES " " be used. 7/16 OSB 6d COMMON3"O.C. EDGE 6). Double up floor joists under walls that run parallel to the floor joist and under bathtub . 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD b O.C. FIELD 2):Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic the Installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 Inches o.c. on plans. I WALLBOARD 10" O.0 . FiELD 7). Provide 2 - 1-3/4" thick microlams {(height to match floor joists) around stairwell and/o 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3). For exterior panel siding, galvinized box nails shall bepermitted to be substituted for common nails. other access openings unless otherwise noted (typical). FLOOR SHEATHING: 3). if wall studs, plates or joists are cut out during installation for any plumbing related work, NAiL NAiL U 8). Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION QTY. SPACING 1).PROVIDE 5/8°TYPE-X SHEETAOCK FIRE STOPPING AT IUID MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. O state code and manufacture's recommendation for maximum hole size and spacing permitted. 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. cn where applicable unless otherwise noted. STRUCTURAL PANELS 8d COMMON6" O.C. EDGE 3 ).INSTALL I-Co2 DETECTOR IN ADDITION TO SMOKEMS ALARPER FLOOR. 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor jolsts HVAC SYSTEM NOTES 1" OR LESS 12 O.C. FIELD under all bearingwalls. ) P g pp safety NOTES:ES: as required by current NYS Residential Code-FiREBLOCKiNG REQUIRED i . Mechanical subcontractor is responsible for adhearin to all applicable codes and safe Firebiocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form aneffeettve fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shalt be provided In wood-frame constnwvon in the following locations. needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE MOTES ONLY. EXiMNIG CONDITIONS. MINIMUM 3000#CAPACITY. 1).In concealedU spaces of stud walls and partitions,Including furred spaces,at the ceiling and floor � UO supplier, levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 UO 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wail sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as firebloddng In walls constructed CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge. If wall sheathing SOIL COMPACTION: using parallel rom of studs or staggered studs. Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR 2).At all Interconnections between concealed vertical and horizontal spaces such as occur at soffits. 12). Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL drop ceilings and cove ceilings. ELECTRICAL NOTES shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL.FILL AS NEEDED. FRED q adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed members shall be doubted, or alternate connectors, 3).In concealed spaces between stair stringers at She top and bottom of the run.Enclosed spaces �Ncam E over subfloor as per manufactures instructions. such as shear platesshall be used t0 maintain load path. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S. RV IN , esidential Code. !v `� SC 1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER 15 ASTM D 698 AND ASTM D 1557). COMPACT THE �� 13). All bathroom wails to have 1/2" thick moisture-resistant sheetrock. Garage walls and SOIL AT 12-BY ALIFTS"SIONA AGENCY FOR COMPACTION.PICAL).CONTRACTOR TO HAVE FILL 4).At flame andnproducn vents,pipes and ducts at ceiling and floor level,to resist the free passage of * R • ��p .1 ceilings and over furnace to have 5/8 thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. 2). When wall sheathing Is continuous over connected to have regular 1/2" sheetrock. All walls to be taped and finished. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FiRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chlmneV and fireplaces.as required by current N.Y.S.Residential Code. N 3). Install Smoke detectors and Carbon Monoxide detectors throughout as required by current to be reduced tol - 16d nail per foot. INCLUDING swr=R,is COMPLETE. �` DRAWN: VC/MS 14). All roof with a pitch less than 4:12! shall be installed with an Ice&Water barrier or N.Y.S. Residential Construction Code. 9��022339 COQ' SCALE: approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM F N E\N JOB#: torch down type material over. January 30th,2018 SHEET NUMBER: 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to be installed with a foam sill gasket and cop-r-tax termite shield or approved equal. A-7 INTERIOR ALT PETIT SET 0 1/3 0/201 8 U) O H Q O U 13'-6" 10 5'-10" w ELEVATOR PAN ELS J O ELEVATOR w d ELEVATEQUIPMENT OR SHAFT CEILING `n O (10"AFF�T ATTIC) xF� ' NVO = I = C) �W w Lu uj Lu I F— g OPENTO g z r BELOW o I Q Io o 6o q AIR ; ' HANDLER F�] L�3 -n L) a N I 4'-0"ATTIC ACCESS a V ERV FAN NOTE: FLOOR:8'-10"ABOVE a 2ND FLOOR N MECHANICAL ROOM ATTIC SCALE: 1/4" = 1'-0" SP 2 0 X019 ; DRAWN Mill MS o-+�✓`"b�iA1 SCALE: JOB# SJILLI NIiMHtR A-1 REVISIONS I' EXISTING HOUSE (2 2X12 ACQ LEDGER 2)2X12 ACQ LEDGER (2)2X12 ACQ LEDGER (2)2X12 ACQ LEDGER — — (2)2X12 ACQ LEDGER (2)2X12 ACQ LEDGER H N JJ LL LL I o 1u CYC o I ' " Ix l 05/806 -8'/4 - p - - /88 _0 °O© M M O IRDER :(2)2X12 ACQ GIRDE (2)2X12 ACQ GIRDER R ���L Y!! (2)2X12 ACQ G (2)2X12 ACQ GIRDER (2)2X12 ACQ GIRDER (2)2X12 ACQ GIRDER I I U- J I I I 'a 0 6X6 ACQ POST v I Q Q w/12"dia.PIER O I to of (TYPICAL) `O I (o 0 xZI x CIZ EU I N M #pc 2 CQ GIRDER (3)2X12 GIRDER (3)2X12 ACQ GIRDER �� (3)2X12 ACQ GIRDER (3)2X12 ACQ GIRDER Ln q r. K w \ it •o o• ��P/ I — — — — — — — — ic �'• \ N N l3 / — — — — — — — — V U I I ,L U ti I I I 2'-6" 4'-0" 5'-7" 4'-0" I 27'-11"— — — — — L — — — — — — — — .l 44'-0" 70, PARTIAL FOUNDATION PLAN SCALE: 1/4" = 1' a a / / C ' //// // // ,►� a p / EXISTING HOUSE/ // i j U� ' / / a0 II II II II II 11 �dbi F_ I II II II II II 11 I II It 11 II II II 11 II II II II it + Q II II II II II II F_ �Ai a COVERED PORCH 11 iiico I coII I) x x m RE-CONSTRUCT EXISTING x I N NII II CATHEDRAL CEILING II IIN Ix II II m mll 11 II Ilm x M II II0 0ll II II IIS ml N II if II 11 11 If y' I" II 11 II 11 II II I `�"' 3 " II II i $' II II 8'-101/2" II II 3 2 -8 /4 8 -6/z 8 -10h 10 -8/a I 6X6 ACQ l II IF II POST CNP)II II II II 11 11 II II (2)1-3/4X11-7/8 ML I I - (2)1-3/4X11-7/8 ML 1 I (2)1-3/4X11-7/8 ML r 11. �0 w z 47e RAILING TO BE INSTALLED �� _ (2)1.3/4X11-7/8 ML PER CODE(STYLE TBD) 1— C.) FIN GRADE-TOD:58" RELOCATE STAIR N Z TO CENTER OFF N O SLIDING DOOR O (ow ti a w �A lu 2 -6 4'-0" 5t-7$t 4'-0 27'-11 ••��,,' �,,. .�� ���� ��I. ' i I�� •� 1: ,�`$,��."�4'? �s �; DRAWN: MH/MS 44'-0" J ;�i x SCALE: 1/4"=1'-0" D .° i; JOB#: ate. April 04,2018 A F R - 4+ P0,113 j, ® SHEET NUMBER: PARTIAL FLOOR PLAN -,!r*' SCALE: 1/4" = 1' TOWN OF SOUr.OLD � A� 1 a��a REVISIONS 1 r/ EXISTING HOUSE/ 1 1 1 - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ /1 L _�L _/ - - — — — - - — — — — —/ — — - - — — - - — — i 2XIO PP 0,16-OC 2X10 RR 0-16"OC i 00 o 0 431 COVERED PORCH ?+�o RE-CONSTRUCT EXISTING i c 12 i o ,O 9� C, 4 r i p 0 a m ti t : i N y \` , C) 9�----------------- c i c ROOF PLAN SCALE: 1/4" = 1' � 0 -- U ,.I U U 2,k70 � RR @76"OC 12 12 4 DBL 2X6 TIES BLOCK BETWEEN TIES HOLD-DOWN ANCHOR w/THRU-BOLT TO HOUSE (2)1-3/4X11-7/8 ML GIRDER ETA � Y 0 O o0 6X6 ACQ W POST Z 5/4 DECKING �l � Z 2X10 ACQ DJ @16"OC `NNN�I 3 2X12 ACQ � O r(2) 2 ACQ O GER GIRDER - CL I 2X12 ACQ GIRDER 6X6 ACQ A POST(TYP) w k I � O 12"PIER ��'' NisEACH STRINGER E7w� �'` � 12"CONC cm.PIER MP) DRA''� WN: MH/MS r SCALE: 1/4"=P-0" JOB#: April 04,2018 SHEET NUMBER: CROSS SECTION ����� ��3� .� � . � SCALE: 1/4" = 1' _Z REVISIONS M1 CODE: 2015 IRC, 2016 NYS CLIMATIC&GEOGRAPHIC DESIGN CRITERIA UNIFORM SUPPLEMENT GROUNI WIND SEISMIC FROST WINIT E ICESHIELD FLOOD WIND LOAD PATH CONNECTION AND CONSTRUCTION D ETA I L D RAW I N G S SNOW SPEED DESIGN EATHERIN LINE TERMITE DECAY DESIGN UNR E REQUIRED HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED MODERATE SLIGHT TO 20 PST 130 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE - USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. SOIL COMPACTION: 4"MAX. KING STUDS 4 1). CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# \ CAPACITY, 2). NEW FILL TO BE CLEAN OF ORGANIC MATERIAL. CONTRACTOR TO VERIFY EXISTING SOIL 4"DIA.MAXIMUM CRIPPLE STUD CONDITIONS PRIOR TO FILL. REMOVE AND ADD ADDITIONAL FILL AS NEEDED. RAFTER 3). COMPACTION OF NEW FILL SHALL BE AT LEAST 95% PROCTOR DENSITY (PER ASTM D 698 LEDGER AND ASTM D 1557). COMPACT THE SOIL AT 12" LIFTS (TYPICAL). CONTRACTOR TO HAVE �° °°O RIDGE HEADER FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. Q Q 0 z RAFTER JACK STUDSDECK AND COVERED PORCH NOTES: 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. II fasteners,hangers and anchors to be galvinized or stainless steel. ).Girders for deck Joists to be bolted or anchored to each post or pier with washers and nuts RAFTER-TO-LEDGER CONNECTION Girders on concrete piers shall be anchored with proper steel connectors anchored LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS 16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION Into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBERI DESCRIPTION APPLICATION LOCATION JUSP NUMBERI DESCRIPTION APPLICATION 3).Posts supporting girder shall be anchored to a minimum 24"04"x12"thick concrete ry STAIR RAILING LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGE ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD footing.Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall N ROOF LSTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGE ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD be 3 ft.below grade. s� M t\ 4).Deck Joists to have blocking at 8'0 o.c.. V � ^ 1-1/2"SPACE 1y 0--7 M M MINIMUM ).Flashing shall be installed between the building and ledger.Lapping up the sheathing a M H �- and over the ledger.Ledger to be fastened to building with 1/2"dia.bolts with washers tzt and nuts at 16"o.c. HANDRAILS RAFTER U Ci 41 v 0000 6).Concrete piers shall be a minimum 6"above grade. Ci) a., RAFTER '� O ).All Joists to be supported with hangers and anchors.Each Joist shall also be anchored L'" •� a' to girder(s). 44 n POST ).Covered Roofs shall be assembled and anchored the same manner as a typical building. U TOP PLATE 9).Use Simpson hangers and anchors with Z-MAX tripple protective coating or equal e� TOP PLATE for any contact with ACQ. o BALUSTERS WALL STUD RIM/DECK JOIST ° OPEN BALUSTER ATTACHED TO WALL WALL STUD o HANDRAIL NOTES: All required handrails shall be of one of the following types HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION or provided equivalent graspability. RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH 1).Type I.Handrails with circular cross section shall have an OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER/PLAT RT15 TYDOWN ANCHOR CONNECT EACH outside diameter of at least 1-1/4 inches and not greater CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION than 2 inches.If the handrail is not circular it shall have a SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR EACH RAFTER perimeter dimension of at least 4 inches and not eater CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS P gr CONNECT TO PLATES TO EACH STUD than 6.1/4 inches with a maximum cross section of PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR EACH RAFTER dimension of 2-1/4 inches. 2).Type II.Handrails with a perimeter greater than 6-1/4 W inches shall provide graspable finger recess area on both E'"1 4"MAX. sides of the profile.The finger recess shall begin with a Qr� distance of 3/4 inch measured vertically from the tallest H 4"DIA.MAXIMUM �}- portion of the profile and achieve a depth of at least 5/16 _y inch within 7/8 inch below the widest portion of the GIRDER/HEADER V profile.The required depth shall continue for at least 3/8 GIRDER/HEADER inch to a level that is not less than 1.3/4 inches below the o tallest portion of the profile.The minimum width of the x' H ° handrail above the recess shall be 1-1/4 inches to a Q Z JOIST POST/COLUMN ° ° maximum of 2-3/4 inches.Edges shall have a minimum T E o° radius of 0.01 Inches. m POST/COLUMN O y nhnnnr1 ­ - ­ Ir a O GIRDER/HEADER NAILING SCHEDULE U POST-TO-GIRDER/-JEADER CONNECTION NAIL NAIL,,// LOCATION USP NUMBER DESCRIPTION APPLICATION JOINT DESCRIPTION QTY SPACING NOTES H AS PER TABLE 3.8 In SPLICED JOISTS OVER HEADER/GIRDER 4.4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN STRUCTURAL PANEL BidWFCM-SBC Z DECK/PORCH RAILING 6x6 SOLID COLUMN IPBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION O LOCATION USP NUMBER DESCRIPTION APPLICATION JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST HOLLOW COLUMN SIMPSON STRRI/2 M H.C. ANCHOR APPLY TO EACH COLUMN ROOF FRAMING: USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS U 101N7 DESCRIPTION QTY SPACING NAIL NOTES RAFTER TO 8'WALL:3.8d COMMON EACH TOE-NAIL TOP PLATE 10'WALL:4-8d COMMOr RAFTER CEILING JOIST 8'WALL:3-8d COMMON EACH TOE-NAIL TO TOP PLATE 10'WALL:4-8d COMMO JOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM-SBC LAP NAIL BTU BEARING PLATE GIRDER CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE ° OVER PARTITION WFCM-SBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE ° WOOD JOIST TO RAFTER WFCM-SBC END NAIL BLOCKING EACH TOE LEDGER TO RAFTER 2-8d COMMON END NAIL ° GIRDER/HEADER ;+� 2-ibd COMMON �n RIM BOARD EACH END — WOOD JOIST WOOD JOIST F11FOR CONCRETE PIER ',.' TO RAFTER END NAIL WALL FRAMING: OJOINT DESCRIPTION NAIL NAIL NOTES Q QTY. SPACING QW FLUSH JOISTS WITH HEADER/GIRDER TOP PLATE TO PERCFI IN .101ST TO B D.-CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH TOP PLATE 2-16d COMMO FOOT FACE NAIL Z THE PROPER STEEL CONNECTOR. BLE 2xLEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS @16"OC WITH WASHERS IMUM) TOP PLATES AT JOINTS FACEIF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERSHEADER HEADER/GIRDENTO-POST CONNECTION INTERSECTIONS 4-16d COMMO EA.SIDE NAILTO ALLOW FOR SHRINKAGE. BEAM LOCATION USP NUMBER DESCRIPTION APPLICATION " N Z STUD TO 24" FACE2-16d COMMO U) O ROD (2)BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE STUD O.C. NAILREQUIRED (3)BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE HEADER TO 16 O.C. FACE FLASHING TUCKED UNDER FOR STU HEADER 16d COMMON to W ALONG EDGES NAIL TOP PIECE OF SIDING AND Q LAPPED OVER FIRST CONTIN. Jl TOP OR BOTTOM 2-16d COMMO PER 2x4 STUD END PLATE TO STUD 3-16d COMMO PER 2x6 STUD NAIL � PIECE OF SIDING BELOWBOTT PER 1/2"DIA-LAG BOLTS W/WASHERS FLOOR JOIST•BAND 101ST, 2-16d COMMO FOOT FACE NAIL THREADED ROD END JOIST OR BLOCKING CONNECTED TO BLDG.@16"OC STRINGER CNW COUPLER NUT POST DECK FRAMING: @16" C MINIMUM JOINT DESCRIPTION NAIL NAIL s h�tj (2)THRU• END DISTANCE JOIST TO: QTY. SPACING 'T BOLTS t 4-8d COMMO Q1 L /y � FLOOR FRAMING I p SILL TOP PLATE OR GIRDER �lutL 2x JOISTS P644 POST 4 s . ANCHOR dia_ a •.•• MINIM M s 2-8d COMMO BRIDGING T '�^ O��w DRAWN: MH/MS D- G PIER 16"TREAD o�,o ENa ANCE 12"x12"x12^ TO JOIST A ,q.; f� s s BLOCKING FOR a,°. •o :., CONCRETE FOOTING .`+ ^-•+� - BLOCKING 2_gd COMMO Tx1E th 1r SCALE: 1/4 1-0 101ST HANGER s v.4 7 p:. •q; s+ " s• TO JOIST �1 TOB#: LAG BOLTS 14 d BLOCKING TO: 4H NWi • P a GRADE >Q •'a CONC.SLAB a •• ` > • 3-16d COMMO April 04,2018 RIM JOIST/BD. ° °;o (AS REQ.) 4 'v a SILL OR TOP PLATE L K t l v��; �• ° °AHOLLOW COLUMN UPLIFT LEDGER STRIP A �•' SHEET NUMBER: 3-16d COMMO t t, TO BEAM NAIL t r [) a d 8"dia. +, C DECK PIER SIMPSON STRONG TIE MODEL STRRI/2 DECK POST FTG.CONNECTION 3L� ° JOIST ON CONC. ^e s PER PUN INSTALL AS PER MANUFACTURE'S RECOMENDATIONS LEDGER M DECK/PORCH LEDGER CONNECTION 3'-0 4� . PIER v✓4 4 ." LOCATION USP NUMBER DESCRIPTION APPLICATION TO BEAM 3-8d COMMO JO 51--k vb'. a`'.' 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING BAND JOIST PER , 3-16d COMMO 4 4 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING TO JOIST JOIST NAIL BAND JOIST TO: ,2_16d COMMO PER TOE NAI •V*P, 1 `4 ' a SILL OR TOP PLATE FOOT REVISIONS: 40'-7"± 5'-I I"± 7'-O"± 2'-511± 8'-O"± 2'-511± 7'-O"± 5'-11"+ op EX15T BALCONY STOP, I GL GL 5TOR NEN 5° x be SLDR ► -+ PROP FIRST FLOOR PORCH;7\ W ROOF BELOW [--a CHIMNEY "C� EX15T EX15T EX15T FIRST , C**') + BEDROOM BENCH BEDROOM + +, FLOOR PORCH' o � � ROOF BELOW O EX15T FRAMING ® EXIST FRAMING ® N - N CEILING d ROOF RENOVATED 5HONER GEILING 4 ROOF ^� to REMAIN o BATH to REMAIN II +�0e + o � w �- w ti CQ L /`DROPPED - CL L XO XO � w ROOF '� +tp y �r X p u' �i EX15T 5EGOND w � X O 6e w N FLOOR R00= w V)= `1- ... ..... � w Xp � � � x Lo STOR + LU `� X ° ° x `x" �' m STOR `'' L ��� w � N FIR Our _ EXIST WALL ACCESS PAIL w/ II -'_PROP PRS, II � t LADDER II ti SLOPE SLOPE ? — EX15T FIRST II ��. +, II Z DOOR FLOOR ROOF REMOVE EXIST OPENS ® 6 I BELOW — X o r== • *--� IWINDOWS d WALL I N `,c o ;n I I � p i N OI-� D i AIR i +, v II NEW 2x10 RR ® ¢ NEW 2xIO RR ® �P r 1 �I LEVEL ------,PROP WIG _ i HANDLER i iN o- b I Ib" O.G. O 16" O.G. I •^^�.' • tC l ! i IN ATTIC `n ° iL o cv 'i I I h� cv I NEW 2x8 GJ ® Ib" O.G. �_ I i ABOVE i w c, `� D- -a u an cv 3 I PROP PROP I� w/R-30 BATT IN5UL L------J cv j SLOPE SLOPE II AL------ -� NEW 12 ELEV EX15T I MEDIATE I OVHD �' SHAFT 5HONER PLATFORM X APPX I1'-I" I II 117 II � ABOVE GRADE NIF) I II RR 0 Ib" RR ® Ib NEW (2) 6'X5'DH EGRESS b p g I O.G. O.G. I r o L ——— MULLED WINDON5-—r' DOOR 'RI O + p cy I i W I u- ` q'-il" P 40 OPENS ® T = �" AMBREL TRAN50MI- I I NN I x LEVEL b I o "' WINDOW NI I I -' I I �° II + ABOVE 31 o ry� le(O (NOT 1 1 4 Q w � -I SHOWPROP PROP u NEW 2XIO RR 0 Ib" O.G. NEW 2X10 RR® 16" O.G. I I SLOPE SLOPE II u W/ R-21 BATT IN5UL I w/ R-21 BATT IN5UL I I _v (SEE SECTION) _ NEW 2xIO_ (� SECTION) I L 45F, -�♦ ' -•.J U c 0T. OVHD NEN 542"' x I 14" RIDGE i 5OFFITT w to to I NEW 2.) 2x10 PROP ROOF PLAN 1 � I'-0" � I S" = PROP REG ROOM % SCALE: 1/ ' ABOVE GARAGE 13 � � WALL LEGEND: "� - u O NEW(.-,L2XIO_ cin [� EX15T to REMAIN I G T. .....: EX15T to be REMOVED b NE 5-)D " x I N ® NEW 2x4 WALL CONSTRUCTION I ti+ I + I � ® NEW 2x6 WALL C0N5TRUGTION I PROP NEW ) 36" PROP i � GL HINC ON5 GL L ------ — NEW 12" _t GVHD 5OFFITT 18'-10" SEP 1 2 2019 r u.. .. I DRAWN: VC/MS SCALE: 1 : ?"`., JOB#: PROP SECOND FLOOR PLAN -- _ I' r ' March 22nd,2019 N SCALE] 114" = I'-0' SHEET NUMBER: (SEE Roof=PLAN-SHEET A-4 FoR RooF LAYOUT) PERMIT SET (12/01/2017) - UPDATED 09/11/2019 A-3 REVISIONS: P �O 4002,51441, .ti 611/ pOsT AIL F�Nc� �wo�� � LOT E EDGE OF BEAGH - c - o� o - Aj 1 GRASS o�._ o rj ��� jL REMOVE EX15T CATCH 0 ���� BASIN � INSTALL (1) 8'� x ��=' o -' �-Lip 0 3' DEEP DRY HELL —_ 1 _ CCA TE ° o U�' �G� ® O U1 \. 1 GOLUM�15 m 32.5' vimSTCN��� <} ' 3�q'SO V0 0' � ° - ° = omoo24.0 � � DW � U� �, PROP DRYWELL 1 10.3' �� —�� tion FOR DRIVEWAY a ° Q = 1 1 EXIST �//° J EXIST � 10.4 � O 1 2 STORY _ �('EXTEND EX15T °oS ° /�, "9-/ 2 Z 1 q 1 STORY i `1 DRIVEWAY EXTENSION tDW� �' C1 \ 1 BIN FRAME RAMP BRICK TALK �r FRAME EXTEND P 9,� ,°Ly v o of RESIDENCE o DWY OyV\� L+ \ �/lc '��• FUEL 12'W x ��� �� ' �� o S/� STEPS �? TANS, 20'D LP�% `��' J O �� \ = ° Q w !' 11 O. (240 i �' }''+ \ \ �P � ° �C� O LL, �R 1 EDGE OF BEACH 4.1' dj �� =fl O' 0 15.8 O o> 1 GRASS \ ��7.82.?' L J �I G�/JT6, \ � � L �O� Q ' Q BRICK A o v Oz ' 1 ❑CJ BRICK WALK x Utiv x �-' o °', w z ►--� A/G g. m j I PATIO Q� /' \ S o °_ H 13.5' iv PROP STOOP r u, o -'°'-�.° c---� m u" w GRAVEL \ ri ° o I�0 5F ��+� w Q ; � Qe� DR1VEwAY o POST ,� PAIL FE�,'�F - - _� __ PR TIC F— w PR TIE L X �p SLATE UJ U z w- / w ° PAIL FENGEPATIO \ 4 5 41 q 0 OUTLINE OF EXIST PORCH N54007'00"E 1 ROOF to REMAIN ` EX15T PORCH 5TEP5 to ° S 1 REMAIN I?° U F OP 51T PIAN �O`� 0'' ° o T 7 Q o 'Q CDSCALE: 1" = 20'-0" EX15T SHED TO BE / 'otic o 0 o REMOVED \° • COOL v m . 1 l� _ C, STORM CATER MANA6D�ENT DETAILS SUMMARY OF TOTAL THERMAL RATING o � N.T.S. Cavity Continuous `� ,.�o �+ "M Component Assembly Orientation Gross Area Insulation Insulation U-Factor UA SHGC �r ,4 R;Value R-Value \ Lr) U Building Bonus Room Floor All-Wood JolsUTruss Over Unconditioned Space 562 112 300 0.0 0.033 119 — N _ OGEE CUTTER - STANDARD 5" Bedroom Floor All-Wood Joistf7russ:Over Unconditioned Space - 107 1112 300 0.0 0.033 47 0 w I �jCeiling2 Cathedral Ceiling 244 R2 3D0_ 00 0_034 8 �(r NOTES: _._ Ceiling_ _.sorTr____ _._ ~ 1--- 11 ICellingl copy flat Ceiling or Scissor Truss 344 RZ 49.0 0.0 0.026 9 I. EXECUTION: ••Wall 1 Wood Frame,16"ox Unspecified 525 112 15,0 2.0 0.065 33 tl I Cl. DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN Iwindow1 VinyllFiberglass Frame:Double Pane with Low-E • Unspecified 15__l ft2 0.3 5 10.40 PROPERLY PRESERVED. EMN4 llll �! I 2. PREPARATION: TOTAL: 78 (4.11% BETTER THAN CODE) W HAI 5A�✓ Wl SILT FE I CC I N� �/ a. GLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. MAX ALLOWED UA: 82 � H b. PREPARE SURFACES U51N5 METHODS RECOMMENDED BY THE LIMITS OF GLEARI NG TO DRY WELLS TO BE 10' MIN. MANUFACTURER FOR ACHIEVING THE BEST RESULTS FOR THE PROPOSED SYSTEMS HAVE BEEN DE515NED TO MEET NEW YORK STATE ENERGY U BE NO MORE THAN 20' AWAY FROM HOUSE 5UB5TRATE UNDER THE PROJECT CONDITIONS. CONSERVATION GON5TRUGTION CODE REQUIREMENTS. WHEN A DESIGN PROFESSIONAL HA5 FROM PROP05ED WORK c. PAINT CONGEALED METAL SURFACES 6 5URFAGE5 IN cn Qo a STAMPED AND SIGNED THIS PACE, THEY ARE ATTESTING THAT TO THE BEST OF H15/HER f U AS INDICATED ON SITE , o o CONTACT WITH DISSIMILAR METALS WITH PROTECTIVE KNOWLEDGE, BELIEF, AND PROFE55IONAL JUDGMENT, 5UGH PLANS OR 5PEGIFIGATION5 ARE IN D PLAN BACKING PAINT, n � COMPLIANCE WITH THIS CODE. U 3. INSTALLATION: ALL HEATING �RK COOLING DESIGNS SHALL CONFORM WITH ASHRAE. P,"AR 2 5 2�i9 PROP NEW ROOF AREA: 100 S.F. a. PERFORM NOW IN ACCORDANCE WITH THE GDA HANDBOOK THE DRAWIN65. 2" RAINFALL per HOUR GALL: 100 SF X .161 - 111 GF b. GUTTER TO BE PITCHED TOWARD5 LEADER I" to 2" FOR T, EVERY 40' OF RUN. _ c. SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. ONVId 07 SOuT PROVIDE (I) 8'� x 3' DEEP DRYWELL (126.66 G.F. EA) d. GOPPER/LEAD: FLASH & SOLDER 6UTTER5 TO DOWN5POUT5 a ACCESSORIES. LOT COVERAGE GALG5 TOTAL DRYWELL GAPAGITY: 126.66 G.F. e. ALUMINUM: RIVET & GAULK WITH A BUTYL SEALANT SLIP JOINT CONNECTORS. EXISTING PROPOSED RED qRC f. CONNECT DOWN5POUT5 TO STORM 5EWER SYSTEM AS LOT SQUARE FOOTAGE: 21f,031 SF 2q,037 SF \�'(� v IN S 1 /� INDICATED, SEAL CONNECTION WATERTIGHT. BUILDING FOOTPRINT: C� 15t FLR: 1655 SF 1st FLR: 1,655 5F cti� F0 REAR GOVPRGH: 500 5F 15t FLR ADDITION: 66b SF y� � 4. PROTECTION: `� Cl. PROTECT INSTALLED PRODUGT5 UNTIL COMPLETION OF FRNT PRGH: 24 SF REAR GOV PRGH: 500 SF - N PROJECT. SHED: 101 SF FRNT PRGH: 24 5F b. TOUGH-UP, REPAIR or REPLACE DAMAGED PRODUCTS BEFORE POOL: 560 5F REAR PRGH ADD: 38 5F SUB5TANTIAL COMPLETION. POOL SURROUND: 586 SF PROP STOOP: HO SF :77/, 22339 0 3,426 5F SHED: 101 SF DRAWN: VC/MS POOL: 560 5F O F N E� SCALE: POOL SURROUND: 586 5F JOB#: 4,322 SF March 22nd,2019 BUILDING LOT GOVERAGE: 11.8% 14.b% SHEET NUMBER: PERMIT SET (12/01/2017) - UPDATED 3/22/2019_ S- 1 I' REVISIONS: NEW 24" 50 PC, FTC, (MIN 56" B.G.) v4/ 12" 50 PC, PIERS 4x4 AGG POST N/ 5IMP50N UP -12xb GIRDER -LIFT CONN (TYP 4) J lr4\� L D z cx" O T T+� cz r< x (�D EXIST3)-2Y6-- EY\I ST 2x6 EXIST (�-) 2X6 L J GIRDER TYP 61FOER TYP GIRDER TYP LL x X OUTLINE OF EX15T Nx o x 0 t FORGH ABOVE EXIST PORCH (TYR) x x x CRAWL SPADE 0 IS) xi o)j x x Z� Lu Lu LLI w LLJ Lu EXIST (5) 2xb F-1EXIST (5) 2x6 EXIST(5) 2x6 LJ I - GIRDER TYPC-21RDER TYP GIRDER TYP -7 NO WORK THIS AREA x 0 LL Q) 5HOHN FOR CN REFERENCE ONLY > LLi Lu --EX+5T-(5}-2x6--- —_ — — — — — — — — — —_— =K— aRDER TYP GIRDER TYP GIRDER TYP LL OUTLINE OF EXIST > NO WORK THIS 6) x 0 DWELLING ABOVEAREA C� 5WM FOR (TYP) REFERENCE ONLY EXIST (3) 2X6 EXIST (3) 2xb EX15T (5) 2>,6 GIRDER TYP GIRDER TYP 51RDER TYP EXIST DWELLING CRAWL SPACE LL OUTLINE OF EXIST x 0 T x C) DWELLING ABOVE > (TYP) L u Lu EXIST (5) 2xb _Z EX15T (5) 2xb FPLC, FDN _EXIST (3) 2xb GIRDER TYP GIRDER TrP GIRDER TYP C NO WORK TH15 LL x AREA SHOJI FOR ONLY REFERENCE O 0 EX15T (5) 2X6 — —E/,15T (5) 2x6 ORDER TYP z E ----------- G'PDER TYP NEW HALL MOUNTED _s4 NEW PC, HAUNCH FOOTING (LOCATED BOILER/HNH ABOVE BFE +2 I03 o UNDER NEW ELEVATOR HALLS) wl (4) EXISTUj #5 LONGITUDINAL R/B S #4 STIRRUPS NEW (2) 2x1Ox22', PROP UTILITY I04 GARAGE BOLTED To EX15T z LL @ 15" O.G. (TYP 2) �14' DLG. HT. AREA GIRDER x LL > NEW 24" 50 PC, FT6 (MIN 56" REMOVE EXIST NEW 4" PC SLAB w/ (1) LAYER 6x6 OUTLINE OF EX15T OVHP GARAGE 13.6.) wl 12" 50 PC PIER UP TO HNM $ (1) LAYER OF DHELLING, ABOVE UNDERSIDE OF NEW GIRDER DOOR AS REG (b MIL PV VAPOR (TYP) li (2) 2xI0 BARRIER EX15T(5) 2xb EXIST (5) 2x6 r�— –---_----- ----_ --'T -- -- - --- 31-OIIT-Ir NEW FDN wl FT6 EXIST PORCH P�OP 2xI0 IF HALL UNDER EXIST EXIST PROP GRA�NL — _TF J GIRDER. c' IN -57< PROP 2x8 Z � SPADE 5" O.G. N/IR-�l Lu 5TAIRNELL TEMP Tc' BATT 11\15UL� x u- U-i Lu DJ @ 161, O.G. > Lu NEW 4" PC SLAB W/ (1) NEW EXI5T P05T -_7 CA SHORE DURING D_ FON INSTALLATION to REMAIN u- W LAYER (bx6 10/(0 HHM $ (1) f 4 CL C) < J NEW 2XIO LEDGER X LAYER OF (b MIL PV (2) 2xIO) AS REG - SEE (31 z wlBOARD H/ 3/e," HILTI x �Z_ 3 zs CL VAPOR BARRIER D_ L w� c) HALL DETAIL D_ < EXP E30LT 4 FIGO SHEET A-4 P) 1211 C) CONN (TYP) ED PROP ELEVATOR SHAFT ABOVE 4 C4 A �\ I .... I,...... 0 6 �4. 10" • - LU At \Lj) -4 20 OL n 51-011 51-011 Q PILES FILES Lu 0 x r c� D /� T 0 00 -;:1 0 T 5'-8" U-i REMOVE EX15T 0 P- PILES PILES PILES P05T5/50NOTUBES (TEMP W PROP CL X (�D uj cu DECKING z SHORE EX15T 5TAIRHELL W-1 -1 cl) DURING NEW FDN 'z E — REMOVE EX15T +11 00 Q) 'u FIR 2 xl�2 RETAINING HALL INFILL INSTALLATION) IA5 REG IN 0 _L2) 2xIO PROP TO GRADE AS REG --GIRDER L� j EX15T RETAINING NEWT CEILING MOUNTED FUJITSU TT - - - TT GIRDER HALL TO REMAIN A/C, UNIT @ CL5 C) NEIN 4" PC GARAGE SLAB W (1) Lw LA)YER 6xb 1% HHM S (1) LAYER ENIclj OF (b MIL PV VAPOR BARRIER LJTrl_ +1 U REMOVE EXIST FLOOD \/EN7 CALCULA71ONS: RETAINING HALL S INFILL NEW 15"xlb" PC FTO v41 (2) TO GRADE FOR NEW #5 HORIZONTAL #5 1 50. 1 NGH FOR EVERY 1 50 FT OF EN(LOSED AREA: NEW 24" 50 PC, FTG (MIN GARAGE/BEDROOM STIRRUPS 4 HEDGAL PILE 1 "5MARTVENT MODEL #1540-510" FLOOD VENT: COVERS 200 50 FT EXTENSION AS REG SEE HALL DETAIL SHEET Lu PIER a 4x4 ACO P05T wl A-4 CL 56" B.G.) w/ 12" 50 Fr, 5'-0" ?r _ FOUNDATION AREA #1: 462 50 FT 5IMP50N UP-LIFT CONN B4 THEREFOR; 462 / 200 2.51 (TYP @ PORCH) \tj FOUNDATION AREA #1 INCLUDES 5 FLOOD VENTS, OK NEW 8x16 55 FLOOD VENT, (LOCATED A5 SHOW PER ASGE 24 RE05, TYPE T7NEN 10" FOUNDATION AREA #2: 224 50 FT E D qt 11. MFR B"( SMART VENT MODEL PC, FDN HALL 14 THEREFOR; 224 / 200 = 10.1 NEW HELICAL BITUMINOUS COATING, f,\Jl &C, PILES BELOW (TYP #1540-510 @ 12" ABOVE GRADE AS REINFORCED H/ THE FOUNDATION AREA #2 INCLUDES 2 FLOOD VENTS, OK 24) REG (TYP 5) FOLLOWING: PROP TOP'OF FON HALL (2) #5 HORIZONTAL R/B @ 'z [L DOORS A-9 REG Lu 20" O.G. (MIN 2" COVER) (P N > FOR NEW GARAGE z #5 STIRRUPS @ 15" O.G. - SEE HALL DETAIL SHEET FDN LEGEND: 339 ti '41 A-4 OF E EXIST to REMAIN u PILES EX15T to be REMOVED DRAWN: VC/MS NEW FON CONSTRUCTION SCALE: JOB#: NEW HELICAL PILES (TYP 24) March 22nd,2019 SHEET NUMBER: PROP r-CUN�ATICN PLAN SCALE: 114" = 1'41 A- 1 PERMIT SET (12/01/2017) - UPDATED 3/22/2019 I NEW 6x6 POSTS REVISIONS: DOWN TO SONOTUBE 'I BELOW w/ NEW PROP 36" HIGH COLUMNS (TYP) I HANDRAIL @ NEW CASCADING STEPS 5'-7" 3TYP 3'-6" / NEW (2) 1-514" x \ 51RDER \ NEW 5" ROOF OVERHANG Q Z i tI �v = ABOVE (TYP) G�A\%�,\ -' Lu D_ RCL \ Lu JI ------ -----------\ ------ ---- - ---- �`�� + --- -1 crio x _ X I NEW (3) II-%a"' N NEW 36" HIGH HANDRAIL \ LVL GIRDEi � w (TYP) i I z \ /,`G `\ G\A 'meq ' I I I NEW (3) II?/a�� LVL I `\ � 61RDER (TYP @ \ti o o REAR FORGH PERIMETER) I I \fv N _- NEW 5TANDIN6 SEAM N M METAL ROOF ABOVE z (TYP) I I NEW 2x10 RR ® \ �.p\9� ��yS' �����' NEW 2x10 RR @ \ I I O PROP 16" O.G. % \ 16110.G. 32'-2"± I'-S^i u I e \ 6' 5LDR /' w °z C--+ NEW 6x6 POSTS � DOWN TO 5ONOTUBE I BELOW w/ NEW O� COLUMN (TYP) I EXIST O EXIST DEN REMOVE EXIST LIVING ROOM EXIST WALL � COLUMNS(TMP) q'-10" GL6. HT, Q DINING ROOM REMOVE EX11 T DBL DOORS 8 I q'-10" GL6. HT. INSTALL NE PKT DOORS A5 5HOWN EXIST REMOVE ` -10' GL6. HT. T-b" GLC. HT.- OUTDOOR EXIST SHWR DUCT I - RENOVATED BATH ISLAND I 5HWR El I 5T d ,� HV NIT b III /' • O FRIDGE yy cC , .. z RELOG + W E BATH m I EXIST m v 15LAND FREEZER LA PROF DRY �L BRARY N rn o LL I N d, -- -- - ti — - - - - - + • ° RENOVATED I KITGHEN PROP (3) HVAC 0 p DW ® GL GL UNITS ELEVATED EXIST b ® 3'-3" 3'-3" ABOVE THE BFE +2 FORfilr,O ----------------- RELOCATE - - - - - NEW (2) 1-3/4" x I EXIST NEW 2x8 GJ @ \ q Y4" LVL '� o O O KITGHEN I 8._8„ + ni O I6 O.G. GIRDER y `-' 4- V41 NDOW AS EX15T REQ I a; u DOOR OPENS D � cmn � o COLUMNS I @ FIRST rn PROP Lo EXIST FLOOR LEVEL z �? LANDING o BEDROOM O to bet> w 111 If A RELOCATED) o ELEV A 14 A-q in SHAFT EXIST INTERMEDIATE :Y. A-4 4 , + J, PLATFORM APPX 1'-I" -� „ + ABOVE GRADE (VIE) - ^ s~ v V C 5-O s SEE SHEET A-3Cn M — - -- 00 - cv � v NEW TW3046 I �' I'� DOOR OPENS I _ w xi EGRESS WINDOW I +6 GARAGE LEVE Q I �+ 8 RISERS DOWN TO BASEMENT/STORAGE LEVEL I i UNDERNEATH MAIN 5TAIRWALL + I (NOT SHOWN FOR GLARITY) 6 I UJ NEW II-�/» GJ @ 16" O.G. \ w/ R-30 BATT INSUL i N / -�+9------ L2 11-Y ML FL61d ii 1 `r U --�- N tt' O I I i ------- It U) i N ° ED o w Eft 'q �Ev I N SC �I z z I X PROP GARAGE N1 REG o w ° -' m I w ROOM ABOVE m I `p w 7�3 U Q (INSULATED CONDITIONED I ; O �� ' j I CONDITIONED SPACE) "-' I I '� ,�•t � jX I PROP PAVERS ArB4 / I � ; J: � 9�F 0 2339 OF N E\N I I WALL LEGEND: I 1 �I , / NEW II-3� GJ EXIST to REMAIN w/ R-30 BATT INSUL I I J I 15'-0" EXIST to be REMOVED ` . ` 4 SETBACK NEW 2x4 WALL CONSTRUCTION NEW 8' HIGH x 16WIDE OVHD GAR I DRAWN: VC/MS DOOR w/ (2) 5 Y2" x II �/a" LVL HDR I NEW 2x6 WALL CONSTRUCTION SCALE: 20-O � % 5ETBAGK I JOB#: I March 22nd,2019 SHEET NUMBER: P ®I= F I 5`7 FLOOR FLAN01 18'-10" I01 I SCALE: I/4" = I'-0" - PERMIT SET (12/01/2017)' - UPDATED 3/22/2019 A- 2 G. REVISIONS: NEW GABLE ROOF AFW6011 i NEW GAMBREL ROOF i I = 11 ILL I NEW 12" - OVHD _ SOFFIT LL O �1 ! - — EXIST PORTICO V I I _ ROOF to REMAIN -- - I i EXIST PORTICO + ROOF to REMAIN - w ! I' Li j I-I IJ I I_I J I - _ FIN 2nd FLR I , - O I ELV 15'-11"± — _ _ _ _ _ _ _ — 'I m FIN FLR — — — — — — — — • — — — — — — — — — ELV 15'-11"± _ (MATCH EXIST) — — — — _ _ _ _ _ EXIST COLUMNS to (MATCH G EXIST) y REMAIN (TYP 2) 3-O" ❑ ��3'-p "� hI NEW 12" +� 7 TOP OF n OVHD iLWc� TOP OF INTERMEDIATE � JLLIJL SOFFIT - 0 m — — — — - - - - — �-- — — — — � — _ • INTERMEDIATE F--� _PLATFORM _ __ �� � - - — — — — PAT ELV ll'-I"± - 1 FORM_ � I - ELV II'-I" ± (MATCH EXIST) I' I ; � ! %� ! �--� �❑ �❑ ^ ! I (MATCH EXIST) I � 8t�L EXIST COLUMNS to I_ NEW CEDAR SHAKE 1� I , I ILl LLJI' ❑11 I REMAIN (TYP 2) J11LlU I_ + I III I I ll (MATCH EXIST) - I I I_LI ❑ I I I ❑ I_I I_I I I JLW V I I I I I I ul 1 1 1 1 1 1 I I SiL NEW CEDAR � I l 11 l l' i — FIN lat_FLR_ _ 1 SHAKE (MATCH - 1L — — — — — — - — — — — — o❑[ %'•• ❑❑v _FIN FLR ELV 5'-4"± ! EXIST) — — _� � — — — FLR— (MATCH EXIST) ELV 5'-4"± (MATCH EXIST) NEW STEPS FOR I_l 1Lll _I I�I❑I I II I '❑ ❑ ❑L-L NEW CEDAR EXPANDED PORCH 1 1 1 1 i 1 , � � I ❑_ EX STE (MATCH N/ 36)" HIGH - HANDRAIL Lf j I it ❑ ❑ - ) � �--1 f= ®f= r— ®N7 LEYA7I®N F ®F LEFT 5ARAr— L \/ATI®N ' v� SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" Z IN � U NEW CABLE ROOF NEW GAMBREL — o ROOF — _ o u X ,n a� ❑❑ E❑ ❑❑ ❑❑ 711 (Z ., � x I 0r N U FIN 2nd FLR - — I ll_i 1 1 ❑ 1❑ _ELV 15'-11"± — — i — � -- __- — VIN FLR (MATCH EXIST) — — .-- — - - — -- - — — — — — — — — — — — - — — — — — - - — — EL 15' "+ — — — — — — - — - - — — — — — — — — MATCH EXIST) - TOP OF - - NEW 12" OVHDl INTERMEDIATE - _ SOFFIT 1111 11 TOP OF U PLATFORM — _ _ R-7 INTERMAEDIATE 1 TEORM- _ _ - (MATGHIEXIST) - — — — — — — — — NEW CEDAR — `x ll � — — — ELV II'-I"± �_ 1 I II LI_ it II L� JiLAI (MATCH EXIST) TM SHAKE (MATCH I- - - '4e -_ ❑ ❑ Lj - i _ EXIST) � I I ❑LI I L11 Ll LLLLLI=fl ! �Fi - --_-- ❑ I - - I FIN 15t FLR Lj _ — — — — - — - - - — — - - — — — — — — — i❑ - -:FLY- _ FIN FLR _ U) ELV 5'-4"± - — — — ELV 5'-4"- (MATCH EXIST) NEW bxlb SS FLOOD VENT, I(LOGATED (MATCH EXIST)1�1 II III II I I II I AS SHOWN) PER ASGE 24 REQS, TYPE 11. MFR BY SMART VENT MODELLt #1540-510 © 12" ABOVE GRADE AS ❑1 ❑ BRED q REQ (TYP 0 \5� N RCis• - - #k4 LmtA � ®F LV7I0N0F RIC-;, T CSARAOL \/ TION 0 - Q� DRAWN: vciMs SCALE: 1/4 = I'-011 F ,�0 SCALE: SCALE: I/4" = I'-0' 'I I- II O F N E� JOB#: March 22nd,2019 SHEET NUMBER: A-5 PERMIT SET (12/01/2017) - UPDATED 3/22/2019 REVISIONS: V S�%; ® � ��,� N \�x� po ST°_�RAIL`F CNGE 0� ��v� 1�O T ED6E OF BEACH Q 0., \ 1 GRASS °mss._ o �,<',yj/ REMOVE EXIST CATCH 0 N �v� BA51N $ INSTALL (2) 8'� 1 1 L --- ---b_°�= d o_o�-_ `9_� _ �C�� x 3' DEEP DRY WELL C� I---- GATE 1 _° o-'!--o O ® \ TIDAL WETLANDS 11 _-- - �-- STEppINGSTON - o - ° - d _o--�. 33q.50 (��'�(��� >Y� I o U� BOUNDARY A5 - /N --a _ J 1 Z COLUMNS 32..5 m _ WALL_ �� . b T °, �C �'�C' o '° O 9 \ - DELINEATED by 1 � __- 24.0'u� I DW -a pW �V o Q 0 _ v/ o a 4J��jy� �dJ 9 EN CONSULTANTS, INC. 1 10.3'- "-- \1% �� I R � N 5-6-Oq 1 v ' O = \ 1 EXIST\2 10.4' PROP EXTEND EX -� os ///�, <1 o W °\o �� w y C I , 1 O STOR II Y STORY -� T `0 ° ,° y . �. �, � DRIVEWAY �' '� }7., ry °� � 1 BIN FRAME RAMP BRICK WALK FRAM- GARAGE �� / 1'4�� 0"n/�/ v ° o 5 1 RESIDEIF4 z \ EXTEND 0� w C� '� Lu o Li �1_ 1 STEPS X O FUEL DWY P ��S ��+ �� O ° S/b ° W 1 _ 2'N x 1LE m O TANK 120 D � i // '+ UJ ���� �C� 4p LQ 1 16. PROP WALL 1 �+ U ° �, >n L ,$ \� 1 E06E OF BEACH 14.1' STEPS / " _ " 00, _ 1 6RA55 PROP STONE STEPPIN6O L_J S6 �U� o. -0 O 317.80' PATIO _ _ 1.6' 2.4' STONES 0 I /�1 G IST '1 ���ti d�O� 2 16.$' ® � STEPS BRICK HAL x BRICK A�oo/JN� �' AIG 9 8.3' v PATIO < S o o� QO 70 -'o'_a"'t� : 18.0 WALL z x `� o-a_:°:_ irm w �1 � GRAVEL `0 LL x ��/ � DRIVEWAY Q 1 / �� POST a RAIL FENCE - - _ RR TIE RR 40 SLATE w w � �' TIE � x ° <(l ��`� �,P05T s RAIL FENCE PATIO `� � � S 4102T,3011E °OSI °� AF co °0��v°e� v� i 64.30' 1 ° .S U b `3 V FROF 517F- FLAN LOT G �''� ° opo/, > °Q o� � ,41 SCALE: I" = 20'-0° EXIST SHED °; J/ d �° TO 8E / \ REMOVED ��� °C�� Q o `���°o`'° • N � o N O a 0 ` a, m .t � 0 � m v o r0 rn co o u STORK WATER MANAC7DMENT DETAILS SUMMARY OF TOTAL THERMAL RATING ' . 0 ......:::. �„ .';: : :::::, . Cavi component p enx Assemb ;:;:� .:;�::.,. ;' irtinttC}UiSus°.; .`r; :;;; -:;� REVISIONS: 44'-0" —EXt5xb- —_ -- __.._— _ _. — ——-E7Ct�T t5-)2R6— GIRDER TYP GIRDER TYP GIRDER TYP I I OUTLINE OF EX15T , PORCH ABOVE I i OUTLINE OF EX15T C `�x O N N (TYP) x O i PORCH ABOVE 1I� � � > I EXIST PORCH �� �D- i i (TYP) � W CRAWL 5PACE x1 x1 x XIS i I W Lu w i I I EX15T M 2x6 — _ EXIST(3) 2x6 _ _ _ EXIST(3) 2x6 i GIRDER TYP GIRDER TYP GIRDER TYP ET El i i I I I NO WORK THIS I I I I cv O LL AREA O i j 5HOWN FOR I w REFERENCE ONLY I I w I � EX15T-33--2xb— _ — _ _ _ _ EX+5T-¢3}- x6- _-- __ — — _.... _.�.. .__._ — -EX15T(3 -,,.•-• - 2x6 I GIRDER TYP GIRDER TYP . — GIRDER TYP I O I I I � � �? u- OUTLINE OF EXIST I i O LL NO VbR THIS `REAxx O ^ DWELLING ABOVE SHOWN FOR > (TYP) I x REFERENCE ONLY `J' ( l w w � I � I i E GIRDER 2x6 — — EXIST (3) 2x6 — _ _ _ EXIST (3) 2x6 _ I GIRDER TYP GIRDER TYP —�— �— GIRDER TYP ` I EX15T DWELL I NG - Cn OUTLINE OF EX15T ^ CRAWL SPACE � j I O DWELLING ABOVE N j c� O 11- I I (TYP) � � I X X1 _ EXIST (3) 2x6 z _EX15T (3) 2x6 FPLG FDN I Q GIRDER TYP GIRDER TYP EXIST (3)TYP I NO WORK THISx AREA I 5FOR N 1-IOWN > I - REFERENCE ONLY , Ll I i ® GIRDER)TYP ORDER)TYP I I I � EXIST � • rl O� ( � I GARAGELL I � T-I" GLC. HT. N = Cx O ( , OUTLINE OF EXIST N ? I DWELLING ABOVE w RELOCATED OVHD x ° N o � � REMOVE � RELOCATE � -"� (�P) GARAGE DOOR VEXIST OVHD GARAGE I 0 ^' a (VIF w/ EXIST POST OR AS SHOWN I • r _ _ mm — LOCATION) I �" — `-- —" -""- -� ( EX15T(3) 2x6 _ —GIRDER-TYR— — — — — — — — — — EXIST(3) 2x6 GIRDER TYP_ -T - - .�— -_,_, EXGAVATE DOWN I NEW 4" PG SLAB — ——— - TO EX15T w/ (1) LAYER 6x6 OUTLINE OF EXIST FLOOR GAS REQ 1O�(o WWM ff (I) �� STAIRWELL ABOVE I �- LAYER OF 6 MIL - TEMP SHORE ( + PV VAPOR DURING NEW FDN BARRIER 9 INSTALLATION AS REG 0 +, A -7 PROP 2x8 FJ I q v M N O O R-21 BATT . , C; " amu . • en �� -------------- - �1 w O PROP RETAINING —. - WALL 4 STEPS o Cu uu DOWN TO EX15T lo10'-8"± I REMOVE EX15TD ' m GARAGE AS REQ I a POSTS/SONOTU E5 (TEMP SHORE � � ^ EX15T 5TAIRWE L DURING NEW U � FDN INSTALLAT ON A5 REQCo rn� 00 Cu N EX15T RETAINING +� REMOVE EX15T J NEW 4" PG GARAGE SLAB w/ (I) WALL TO REMAIN N RETAINING WALL $ INFILL -� TO GRADE AS REQ f- LAYER 6x6 101(0 WWM s (1) LAYER m 01F (b MIL PV VAPOR BARRIER U) c +I U REMOVE EXIST O �r RETAINING WALL $ INFILL NEW 8"x16" PG FTG (MIN 36" U)Uj TO GRADE FOR NEW DEEP) w/ (2) #4 R/B 8 2x4 KEY GARAGE/BEDROOM A5 REQ EXTENSION AS REQ N 8 5N, , I NEW 8" PG FDN WALL w/ U BITUMINOUS COATING, Cn REINFORGED w/ THE FOLLOWING: �4 (1) #4 HORIZONTAL R/B TOP 4 � a. a � DROP TOP' OF FDN WALL BOTTOM FOR NEW 5ARA6E (1) #5 VERTIGAL R/B @ 36" O.G. DOORS A5 REG r (HOOKED INTO FTG) J (2) #4 HORIZONTAL R/B EGL 41 j SPAGED AS REQ (SEE SECTION) 18'-1011± 7o, FDN LEGEND: DRAWN: VC/MS 0 EX15T to REMAIN SCALE: JOB#: PROP FOAr,)A lTl ON PLANEX15T to be REMOVED October 10th,2017 SCALE: 1/4" = I'-0" ED NEW FDN GON5TRUGTION SHEET NUMBER: Bldg Dept copy from ZBA Final reviewed documents A- 1 to 6n zhn Fele# 708 �I REVISIONS: I I I X LU Q VT Qin - - `j' I W I I 12' 8„+ EXIST PORCH m I � I o H POP 32'-2"* II'-5"± U NEW NEW �I c 60 x 68 SLDR 120 x 68 SLDR w w Q 2fY z - NEW OUTDOOR REMOVE EXIST REMOVE EXIST WINDOWS N J KITGHEN GRILLE 8 WINDOWS (NOT (NOT SHOWN) 8 INSTALL NEW x GOUNTE_RTOP 5HOWN) SLDR DOORS AS 5HOWN w o ©. INSTALL NEW +� ^^ DBL DOORS AS o PROP SHOWN I STONE PATIO (SET AT GRADE) E, EX 1ST EXIST DEN o � REMOVE EXIST m I L70 WALL GOLUMNS LIVING ROOM EXIST (T.1 P) q'-10" GL6. HT. ^ DINING ROOM REMOVE EXIST DBL DOORS $ q'-10" G16. HT. REMOVE d INSTALL NEW PKT DOORS AS REPLACE EXIST SHOWN o. o EXIST SHOWER 10' GL6. HT. l'-6” GL6. HT. OUTDOOR EXIST DUCT RELOCATE 11 5HWR EX15T SINK O _ +`SGL + +6' EXIST U UTILITY N, �+10 `� 0 EXIST 4._6..+ HVAG UNIT Y +� a +1 I } i I LAGK -I- + ^" Z 111' +`� ° m D s EXIST a - ; LIBRARY '- N o I q'-10" GL6. HT. 0 + RELOGATEa i REMOVE EXIST EXIST a EXIST W/D INTO BEDROOM +' I a� NEW KITGHEN DOOR t WALL BEDROOM ` '^ � GL A5 SHOWN 41_011 4_p l± 6'-qII± ea e q'-10" GL6. HT. REMOVE EXIST WINDOWS (NOT SHOWN) I +' REF i p p i GL05E UP WALL + EXIST DESK i i (V s o 0 -� PORTIGO RELOCATE EXIST KITGHEN WINDOW5 A5 REQ \ REMOVE EXIST WINDOW o m p WALLS FOR EXPANDED N w o BEDROOM AS REQ I c° s~ m z NEW 2x8 GJ 16" O.G. o "MI v ol 25'-2"± w/ R-21 BATT INSUL +i 1113-N T ° N O � v � X . , „ I :` EX15T INTERMEDIATE `� o- ?+ U PLATFORM APPX II'-I" ABOVEw I u . - <r © GRADE (VIF) - SEE SHEET gtf a. A3 A-3 A 3 I o 1 REMOVE EX15T WINDOWS 4 w 11j GL05E UP WALL Lo V m �C � GUT BAGK EXIST - N Qj PAVERS FOR NEW NEW STEPS 0 W RETAINING WALL AS RETAINING PROP 23R UP REQ WALL - SEE FDN q" TRD m PLAN 8.14" RISE I STORAGE UNDER STAIRS AS REQ NEW 2x12 GJ © I6 O.G. , U UL O w/ R-30 BATT INS N cv m ) ly 1 � � I � xo xo � EXIST BRICK HALK 4e i TO REMA!I1 .w � PROP GARAGE w/ BONUS N ROOM ABOVE U Af E3 N X PROP PAVERS B LU I � NEW 2x12 GJ @ 16" O.G. w/ R-30 BADIN5ULBldg Dept copy from 26A + x WALL LEGEND: ZBA Fil # eddocuments � w .709 I NEW 8' HI 6H x 16' WIDE OVHD GAR Date: D/ / DRAWN: VC/MS DOOR w/ (2) 1-3/4" x I I '/8" LVL HDR 0 EXIST to REMAIN SCALE: JOB#: I EXIST to be REMOVED October 10th,2017 ® NEW 2x4 WALL GON5TRUCTION SHEET NUMBER: I (DROP F I RST FLOOR PLAN 18'-10" ® NEW 2x6 WALL CONSTRUCTION A-2 SCALE: 1/4" = I'-0" I REVISIONS: NEW Y2" COX PLWD � 15# FELT w/ NEW 2x12 RIDGE TOP of . . ..B 235# ASPHALT SHINGLES, 8 — � � . . „ IGE-5HEILD UNDERLAYMENT A5 REQ ELV 24-3 ± NEW 2x10 RR 12 21-51f± 8-O ± 2'-511± 7-O ± ,� 5-I ± I6" O.G. - 10 NEW 2x8 GJ @ 16" O.G. wl R-30 BATT IN5UL (MATGH RAILING HEIGHT OF EX15T 2nd FL GLC) +1 EX15T UNDER51DE NEW R-30 A5 — . SECOND FL GJ5 10 1- BALCONY REQ ELV 25'-10"± 5TOR GL `f' GL STOP, 11 v EXIST 2x4 INTERIOR EXIST 2x4 (MATCH EXIST) NEW 12" WALL CONSTRUCTION EXTERIOR VENTED OVHD ® STAIR to REMAIN w/ WALL O SOFFIT NEW Y2" GYP BRD @ CONSTRUCTION p WALLS GLG5 + ' EXIST STAIR a dj RAILING 3q'-Io"± PROP HALL � z W NEW 2x8 FJ @ 16' O.G. EX15T `i l (MATCH EX15T 2nd FLOOR 2nd FIN +' F-•-i FIN FLR HEIGHT A5 REQ) FL _ _ ELV 15'-11"± m CHIMNEY (MATCH EXIST) EXIST BEDROOM PROP � STAIRS TOP OF - N NEW 2" GL05ED CELL 5PRAY PROP INTERMEDIATE O EXIST o FOAM 4 R-15 BATT IN5ULEXPANDED _ . , — , PLATFORM E-1 BATH o ELV '-I"+ f� O EXTERIOR WALL CONSTRUCTION: BEDROOM (MATCH EXIST) NEW 2x6 STUDS ® 16" O.G. w/Y2" COX NEW (1) LAYER Va" PLYWD 4 TYVEX VAPOR BARRIER. TYPE "X" GYP BRD NEW 2x12 GJ 16 O.G. w/ NEW GEDAR SHAKE SIDING (MATGHNEW 3/4" COX T6 FOR I-HR F/R NEW R-38G BATT IN5UL Q� EXIST) 5UBFLOOR w/ GARAGE WALLS (REMOVE REPLACE FIN15H FLOORING GL65 EX15T @ PLATFORM A5 NEW 2x8 FJ @ 16" O.G. w/ R-21 PER HOMEOWNER REG) +, IN5UL (MATCH EXIST 15t _ _ FIN FLR -,— _+ FLOOR HEIGHT AS REQ) ELV 5'-44''t ROOF NEW 4" PG SLAB w/ (MATGH EXIST) ��iT NEW 8" PG FON WALL w/ BITUMINOUS BELOW + S COATING, REINFORCED w/ THE = PROP STORAGE 1 oi(o WWM 4 I-LAYER FOLLOWING: SPACE PVB PITCHED CONVERT EXIST 2nd (U #4 HORIZONTAL RB TOP g BOTTOM GARAGE DOORS 04 _ FLOOR BALCONY TO _ `r TO O HD U +' (1) #5 VERTICAL RB @ 36" O.G. (HOOKED STOR GL GL o STOR m INTO FTG) a per FT) 6Rof GAR NEW WIG (NO CHANGE _ PROP WIG IN EX15T FOOTPRINT) 3'_3"± m (2) #4 HORIZONTAL RB EGL SPACED AS ELV 0'-0" 5'-� ± -O ± �— NEW 8"xW' PG FTG w/ (2) #4 RB ff BOTTOM of • cn 2'-4" 8'-O" 2x4 KEY '. _ FTG -- -- NEW 2x12 _ . . — GABLE RIDGE • .--� rn I O "� "� N ,� o oI PROP O S�C�TION - N u U SCALE: 1/4" = 1'-0" GL �0+� PROPL5AIOHER, 7, y BATH o � oo+ wz `� � � cv C) w - N O I A EX15T A PROP 7R D14 INTERMEDIATE A-3 TRD PLATFORM APPX LIMIT of I HIGH 8" RI5 +b II'-1" ABOVE GAMBREL I WALL GRADE (VIF) 1I ROP 23R D o 4 ' TRD I NEW Y2 COX PLWD 4 15# FELT w/ r 3'-2" 235# ASPHALT SHINGLES 4 c °J 14" RIS I NEW 2x8 TOP of GAMBREL cf) �+M °'r 8t " " IGE-5HEILD UNDERLAYMENT A5 REQ RIDGE o RID6E ELV 26'-I"±01 41-6 101-41 o zl I . 1171, TO O w i i NEW 2x8 RRcz w «S a� �n f 1 16" O.G. w R-2100 NEW 2x4 0 mcu \ NEW 2x8 RR @ 16 O.G. 11 i NEW 2x8 RR @ I6 O.G. 1 675° GT 32 0o . w/ R-21 BATT INSUL I " w/ R-21 BATT IN5UL41 O G u . (SEE SECTION) I I (SEE SECTION) pl 675° Ln U ^t X Lu I p Iw - 00 x Y_ i N � � v z ; NIo PROP ROOM w Zig OVER GARAGE �' PROP ROOM ABOVE I FIN FLR GARAGE I — . _ ELV 15'-11"±_ I (MATCH EXIST) � 1 I 1 W B I I I B NEW 2x12 GJ NEW(1) LAYER %8" TYPE +1 WALL LEGEND: -3 LIMIT of cl " I 1 I _ I " I A-5 NEW 12" VENTED OVHO 16" O.G. w/ NEW "X" GYP BRD FOR I-HRU HIGH GLG " I SOFFIT R-38G BATT F/R© GARAGE WALLS 4 N " I I IN5UL GL65 EX15T to REMAIN NEW 2 4 G b I 4e EX15T to be REMOVED 12 G. w/I I NEW 2" CLOSED CELL 5PRAY °e (BATT IN5ULI I FOAM $ R-15 BATT IN5UL N ® NEW 2x4 WALL CONSTRUCTION 1 I I 1 _ +1 I I ( EXTERIOR WALL CONSTRUCTION: PROP ® NEW 2x6 WALL CONSTRUCTION l NEH AFG 55 A�GH I NEW 2x6 STUDS @ 16" O.G. w/Y2" COX GARAGE I WIN OW I PLYWD S TYVEX VAPOR BARRIER. 1 1 NEW CEDAR SHAKE 51DING (MATCH �U EXIST) L— - - - - - - - - - I�H12' OVH�. - - - - - - - - - J SOFFITT NEW 8" PG FDN WALL w/ BITUMINOUS COATING, REINFORCED w/ THE 7'-6" 3'-0" 7'-4" FOLLOWING: NEW 4" PG SLAB w/1010 WWM (1) #4 HORIZONTAL RB TOP � BOTTOM I-LAYER PVB PITGHED TOWARDS 18'-10" (1) #5 VERTICAL RB @ 36" O.G. (HOOKED OVHD GARAGE OOOR5 0/4 per FT) GRADEBOTTOM INTO FTG) _ of GAP, SLAB (2) #4 HORIZONTAL RB EGL SPACED A5 ELV O'-O" REQ NEW 8"x16" PG FTG w/ (2) #4RB ' BOTTOM of DRAWN: VC/MS 2x4 KEY _ _FTG SCALE: ELV -3-O B"dg vent s�28A Final rfvi"ed doc ments JOB#: PROP 5 C® � ®®R P�AN Z$�'F11e � � October 10th,2017 SCALE: I/4II - I1-0II Date: p/ SHEET NUMBER: n n � / � SCALE: 1/4" A-3 I REVISIONS: EXIST FIRST FLOOR PORCH ROOF BELOW - I II II AFW601 opo �,0 e� w F Al G255� - N x � W o UA X O NEW 12 LU w O\/HD � Q- SOFFIT I I N Q) EXIST SECOND SD Q- I I wFLOOR ROOF w I L�� LUS�oA'S� � J +� I Lu 11 w IPROP 4 I EXIST FIRST SLOPE SLOPE m II II FLOOR ROOF _ _ _ BELOW NEWT 12" II m w I I m GVHD +' z I Z 50FFIT N N i i � I ® ill I III IIIIIIHI ® II 0 II PROP PROP II II SLOPE SLOPE I I I NEW IGEDAR I I I �j- I I 11 SHAKE (MATCH Lim EXIST) OSI Cz LN LuI LL lXl.l � I N !- Ng NLL ❑❑ zLu LW 71 1:1171 II z � zQZd I I V _ 11- II if I 1II II II c l I I I I . PROP PROP I I N II SLOPE SLOPE o — N 12- FROF FRONT ELEVATION SOFFITT �/ Z SCALE: 1/4" = 1'-0" • r-1 .� N o � a FROF ROOF FLAN � SCALE: 1/8" = 1'-0" •^^r-1.. F� NEW GABLE NEW GABLE ROOF ROOF 0 rI v m N rl 0 NEW GAMBREL 0m ' ROOF ROOF NEN GAMBREL 0 r}-'-, X C0 v V � 4. -4 m Lo V (u 00 CU di N .0 W U) L1 NEW 12 OVHD SOFFIT NEW 12" OVHD SOFFIT N NEW CEDAR NEW CEDAR SHAKE MATCHSHAKE (MATGH EXIST) tu 7=T EXIST) U NEW CEDAR SHAKE (MATCH EXIST) NIINNN ! 11 111111 ! DRAWN: VC/MS SCALE: JOB#: Bid peek copy from ZBA October 10th,2017 i�i�Ofi� �#�T � i� �EELEVATION FROF LEr—T 6ARAOE ELEVA710N Fina,Oept Cop f0!1v d uments SHEETNUMBER: SSA File .r 7 X SCALE: I/4" = I'-0° SCALE: I/4" = I'-0° Pate: �,� � A-4 I' REVISIONS: ® 64 Q `\, 6\ INSTALL 2' H16H FENGIN6 ADJ TO NON .��Q QQ�C��� DISTURBANCE NATURAL z BUFFER AREA w N 40°28'44:: w a� \� `�' -� 0' \�0 ePOSTo g41oL FENCE 0� ��v �° LOT E 0 / EDGE OF BEACH ° 67' - I Ow / y� 1 GRA55 , o--a_ o L ' / VE EXIST CATCH o _"o 0��y 1 INSTALL (1) 8'(P x _6_ o_.'� d �..,., Y WELL 4610 s 1 NON P15TURBANGE I — —_ ST�ppING STS �� SQ` ��'0(� /° G �� �' 1 NATURAL BUFFER AREA 32.5 — o O -A QNCOLUMNS 'm m WALL_— Ohl` ^ �,4 Ir o --� ' Z 1 - TO BE PLANTED w/ PROP �' -—— — �<�� 0 ' ° -� % Z 91 AMERICAN BEACH PORCH 0 ——— 24.0' YWELL ° fi N ? GRASS EXTENSION :n U.�'d� EWAY pO - v 11 s2 s� EXIST 2 10.4' PROP Ex15T �' O �//% V ° °\ o;� w 2 � 1 N STORY 2 5TORY VEWAY � ;��,, ID a� /° ���,�� H 00 1 BIN FRAME RA�1P BRICK WALK FRAME EXTENSION EXTEND`� ��� o u)BN U01 `� �� 1ESIDENGE o \ ,/ -� 1 STEPS- TANSLd : },+ y. Oww O�v�\ �/ Q u / l0 2' PROP ,� ° S 2 EDGE OF BEACH �'—"--- � \ C� 1 50 2-STORY ) \ :� I o, GRASS 14.1 0 �_ .\, D� \ w�, C_ 317.8 ' — L I _ 9�.6' 2.4orz° 0 .9 STEPS BRICK WALE, z13 APPX LOCATION OF 7 -'o'_ WALL z i \ ' i '�� �o _ ° o - `o rn u� 6 .AVEL LL GROWTH OF REMOVED °\ �� \ POST �L - rCIS RR TIE X r;n �<?+/�QJ DRIVEWAY' 0\ JAPANESE KNOTWEED. FAIL FENCE - - -- — INSTALL 2' H16H ---~-- ---, SLATE `� 0 z z� = RR TIE � ❑ INSTALL AMERICAN BEACH FENCING ADJ TO NON ° 00 0� 0° U ,POST d RAILS x PATIO / v 4 0 / GRASS TO CONTINUE NON 015TURBANGE NATURAL DISTURBANCE NATURAL o ��a0' Oa 0 o E r �a0 �� S 41 2q�30 02� J BUFFER AREA BUFFER AREA >c �v //-j +tic\ 0 �`♦ �� \��o �y o� �� �� Q. b� ♦ N54 OT 00 E � J aoo v��a��° ��°.� p ♦ 64.30' s � 0 v oI o Z 1Z ®T G REMOVE EXIST GONG /3ao ,o � FROF 517E FLAN PAD INSTALL o 0sT ? GARDEN 5CALE: 1' = 20'-0" EXIST SHED fi TO BE /oo '0<\ o w • C% o REMOVED `� � fl{jU`�� • �l V J .i.y � U a i 0 cn cn W o x � aa° dr + STONY WATER MANAGEMENT DETAILS SUMMARY OF TOTAL THERMAL RATING o N.T.S. cavityContinuous Component Assembly Gilentation Gross Area Insulation insatation U-Factor UA SHGC R-Value R-Value U • Building � :-- U) Bonus Room Floor All-Wood JoisVrruss Over Unconditioned Space 562 1112 30.0 00 0.033 19 00 y OGEE GUTTER - STANDARD 5" Bedroom Floor All-Wood JolsTrruss:Over Unconditioned Space 1, 107 112 30.0 0.0 0,033 4 _— ) W I I `I( \ / Ceiling 2 Cathedral Ceiling_ 244 112 30.0 OA 0.034 B I I NOTES: }Ceiling ccopyI FlatCeilin or Scissor Truss 344 V 49.0 0.0 0.026 9 1111 ��r _ 1. EXECUTION: •�Wall 1 Wood Frame,16"o.c. Unspecified ! 525 jfl21 150 2.0 0.065 33 Cl. DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN Window s Vlnylffiberglass Frame:Double Pane with Low-E !Unspecified 15 ft2 _ 0.3 5 0.40 PROPERLY PRESERVED. [ Ji U KC1 BETTER THAN CODE ` to 2. PREPARATION: TOTAL: 18 W HA)" 5A"�r W/ SILT FENG I NCS � GLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. MAX ALLOWED UA: 82 � b. PREPARE 5URFAGE5 USING METHODS RECOMMENDED BY THE LIMITS OF GLEAIRIN6 TO F DRY WELLS TO BE l0' MIN. MANUFACTURER FOR ACHIEVING THE BEST RESULTS FOR THE PROPOSED SYSTEMS HAVE BEEN DESIGNED TO MEET NEW YORK STATE ENERGY U BE NO MORE THAN 20' AWAY FROM HOUSE SUBSTRATE UNDER THE PROJECT CONDITIONS. GONSERVATION GON5TRUGTION CODE REQUIREMENTS. WHEN A DE51ON PROFESSIONAL HAS OU') FROM PROPOSED WORK I Oo oO c. PAINT CONGEALED METAL SURFACES 4 SURFACES IN STAMPED AND 51ONED TH15 PAGE, THEY ARE ATTESTING THAT TO THE BEST OF HIS/HER AS INDICATED ON SITE , o CONTACT WITH P1551MILAR METALS WITH PROTECTIVE KNOWLEDGE, BELIEF, AND PROFE55IONAL JUDGMENT, 5UGH PLANS OR SPEGIFIGATION5 ARE IN PLAN BACKING PAINT, COMPLIANGE WITH THIS CODE. 3. INSTALLATION: a. PERFORM WORK IN ACCORDANCE WITH THE GDA HANDBOOK ALL HEATING 4 GOOLING DE516N5 SHALL CONFORM WITH A5HRAE. 4 PROP NEW ROOF AREA: 100 S.F. THE DRAWINGS. 2 RAINFALL per HOUR GALL: 100 SFX .167 111 GF "- b. GUTTER TO BE PITCHED TOWARDS LEADER I" to 2" FOR _ = EVERY 40' U OF RUN. - PROVIDE (1) &'(P x 3' DEEP DRYWELL (126.66 G.F. EA) c. SHEET METAL JOIN LEN6TH5 WITH WATERTIGHT JOINTS. d. COPPER/LEAD: FLASH 4 SOLDER GUTTERS TO DOWNSPOUTS 4 ACCESSORIES. LOT COVERAGE CALC5 TOTAL DRYWELL CAPACITY: 126.66 G.F. C. ALUMINUM: RIVET 4 CAULK WITH A BUTYL SEALANT SLIP EXISTING PROPOSED JOINT GONNEGTOR5. f. CONNECT DOWN5POUT5 TO STORM 5EWER SYSTEM A5 LOT SGUARE FOOTAGE: 2x,031 5F 2G,037 5F ,- . " INDICATED, SEAL CONNECTION WATERTIGHT. BUILDING FOOTPRINT: t�4SC,t,� I5t FLR: 1,512 5F 15t FLR: 1,572 SF ; REAR GOV PRGH: 540 5F I5t FLR ADDITION: 660 5F 4. PROTECTION: SHED: 101 SF REAR GOV PRGH: 540 5F a. PROTECT INSTALLED PRODUGT5 UNTIL COMPLETION OF PROJECT. POOL: 560 5F REAR PRGH ADD: 38 SF b. TOUGH-UP, REPAIR or REPLACE DAMAGED PRODUCTS BEFORE POOL SURROUND: 586 5F SHED: 101 5F SUBSTANTIAL COMPLETION. 3,35a 5F POOL: 560 SF POOL SURROUND: 5&6 SF ,� '�� DRAWN: VC/MS 4057 SF �'���` a � � SCALE: OF BUILDING LOT GOVERA6E: 11.6% 15A% JOB#: March 5th,2018 SHEET NUMBER: PERMIT SET (03/05/2018) S- 1 REVISIONS: NEW 24 50 PG FTC (MIN 36" B.G.) w/ 12" 50 PG PROP PIER $ 4x4 AGO P05T w/ �, 2x8 GIRDER A 51MP50N UP-LIFT CONN ;Po (TYP 4) �/ � op � � G�f� � X 0 O fid, - - -- -Ext�T - - -- --' --EXIST r3r 2x6 - - - - _ EXIST (5)_2X6 GIRDER TYP LJGIRDER TYP GIRDER T7'PLL � v s x &) v L x d) v x OUTLINE OF EX15T x o x o ii I PORCH ABOVE > EXIST PORCH m `� CN (TYP) > x XI~ CRAWL SPACE XI~ YI~ X w LU Lu W Lu W EX15T (5) 2xb _ _ EXIST (3) 2x6 _ _ _ EXIST (3) 2xb I GIRDER TY� GIRDER TYP GIRDER TYP ( i LL LL I NO WORK THIS AREA N SHOWN EOR N - - � ? REVISIONS: I ILu NEW 4x4 POSTS ,n z DOWN TO 50NOTUBE n BELOW w/ NEW COLUMNS (TYP 4 - 5'-111 TY'P1 3'40" MATCH EXIST) t _ _ NEW 8" ROOF OVERHANG 652 11 ER X (MATCH I w EXIST) /// Q�� � N' \ o - - - - - - - - - - - - - - - - - - - - -v- - - - - - - - - - - �� (��� °iw - - - N EXIST EXIST NEW (2) 2x10 I I w I 61RDE� GIRDER HIP RAFTER I PROP w/ 2x8 RR f\ I PORCH I EXIST ROOF EXTEN51ON OVERHANG EXIST i � �OPGH I � I I i I I I O PROP �2'-2"± "v U I I wl W I x EXIST wl LIVING ROOM �j EXIST cl'-10" GLC. HT. H I DINING ROOM (NEw HOOD a'-10" GLCR . HT. FLOOR) E1 + (NEw HOOD ET�I � ~ FLOOR) (NEW OOD m I ^ FLO R) REMOVE EXI T DBL DOORS H t INSTALL NE 6068 PKT AI 4'-O" 4'-0" 4'-011DOORS A5 PHOWN EXIST -10' GL6. HT. T-b" C.L6. HT. t OUTDOOR ++ i I � 5HWR I HOOD WOOD I TILE I TILE I i 2'-10" --- ------ El" EX15T � I II DRAWER BATH - I I BASE � OVHD SHOWER EXIST �ARBAeE HVAC UNIT i GABS Q FREEZER T I REMOVE EXI5T � ((�)) WAINDOW ff i u- i dO I . r...i o CL05E UP WALL i c� m 0 O -- i (NEW TILE p I T I FLOOR) w FRIDGE a ; PROP j ! DEW BATH - EXIST m PROP w i PROP LIBRARY N I LAUNDRY q'-10" GL6. HT. N �, + FOYER 30" O O I (NEW WOOD _ �j / IR DRAWER Q o ` ON BASE o EW 8 _ - 3°X 68 FLOOR) - - - -- 3 6 • r--� RELOCATE PKT PKT 2'-611 51-6911 11 [L 1-�j II DOOR GABS 36" OAS RANGE I`ll Y w/ HOOD ABOVE—\ /\/N,, NEW (2) 1-3/411 x I +I �A.RBAOE DIN LFAWER DRAWER �I Y4" LVL -- - -BASE-� [0 - BASE NALL--- ovE — GIRDER o N EXIST I; PNTY NEW 48"x4 " PIG v' DOOR OPENS , n t WINDO REMOVE EX15T �e+� @ FIRST o - I WAINDOW a CLOSE G1 FLOOR LEVEL y UP WALL > I �, N ;~ cn m ai I EXIST ----- �ti`�' M �. X . BEDROOM + ° m .. __ ,.—;-,r,r—�r---•-T-ti—t,_-a--a� ,_„—m.�_,i__, i p 'a k N xLu o {`: K RELOCATED) _ � d ( o co • �' '-`< A Y � = NFw ORI D GL O ELEV A i. . . _ _4 SHAFT EXI5T INTERMEDI E I f A 1 CZ c� -_- - �, PLATFORM APPX -1" _ 1.., U r-+ a ABOVE GRADE (V F) NEW 2x8 GJ ® + �' z 16" O.G. 2'10' S-O +6 ,o SEE SHEET A-5 GUT BACK EXIST w -- —--- - - - - N -�— -� - PAVERS HALL AS NEW (2) TW3046 o w a REQ i �'+ DOOR OPENS +tp O -1 GARAGE LEVEL , 6 i m 8 RISERS DOWN TO BA5EMENT/5TORA6E LEVEL UNDERNEATH MAIN STAIRHALL , 1 (NOT SHOWN FOR CLARITY) I cn NEW 2x12 GJ ® 16" O.G. U - _-�� w/ R-30 BATT IN5UL = m Q r —I .1 �A I ! —, i - � F I - '--- ! EXIT B : V^' tiLK l-/ .i I g I TO FE=Mi` w WI N x o --'- _ PROP GARAGE w/ REG v wl w z m 4 ROOM ABOVE CL - - ' �Iw Uj C_.. _..._ y � N -' (CONCRETE z I -`-- --.I FLOOR) z -- -- z I x PROP PAVERS i ,-J WALL LEGEND: ,. I I -4 - — �— NEW 2x12 GJ @ 16" O.G, i I I i i EXIST to REMAIN ---,-- -- - w/ R-30 BATT INSUL - L.= NEW 2x4 HALL.- 0 NEW 2x6 HAL' T U f - ���SETBACK A 4, 4!--� -_--_--1_- - _J NEH DOOR w/I(2) I l6' x IIID%BoLVL HDR � � A�, � ,`��..V,3 ';4�.�e.�n DRAWN: VC/Ms 11 �._.__J r � ' € SCALE: SETBACK JOB#: March 5th,2018 I V, 'A•„ ��3� SHEET NUMBER: I=ROF F I RST FLOOR FLAN 7 - 'b Fr r� I SCALE: 1/4" = I1-0t1 I A-2 PERMIT SET (03/05/2018 ) 11 REVISIONS: 100, - 1 �'-O°± 2'-5°± % f�'-o"+ 7y� 2'-5"± 1'-O"+ �X f RAILING / EXIST 10 21-0"± BALCONY STORGL `� GL 5TOR z O H W CHIMNEY EX15T � BEDROOM +, Xz// o EXIST O BATH \ I Q \� ROOF +� +fi�v 1� +' V STOR n STOR m � P4 DOOR pC z PROP W i G OPENS @ -- , r' c 5EGOND b NEW 2x8 DI NEW 2x8 GJ @ 16" O.G. u; FLOOR + GJ ® 16LL " > N R-30 BATT INSUL 4 LEVEL O.G. w/ LL 11 R-50 + I BATT Lu' _- !I INSUL Ll LL z +� o I A I - ELBV STOR A o I' -4 I % 5HAFT EX15T INTERMEDIATE I A-4 SHOWER PLATFORM APPX II'-I" N I „ ABOVE GRADE NIF) II-7 50 ZI NEW (2) TW303(6 T DOOR +s T 'h +b I I 00 OPENS ii cn N ;/ GAMBREL I o D LEVEL o m o 7-I o x cu Ln Z / +6 5'-8" �' z I o I � � rA NEW 2x10 RR @ 16" O.G. NEW 2x10 RR @ I6" O.G. V m w/ R-21 BATT (NSUL w/ R-21 BATT INSUL / (SEE 5EGTION) NLu (SEE SECTION) a N v _ XQ I 0 w I xo PROP REG ROOM o f N ABOVE GARAGE I w \J N I ul) Lu H I I � WALL LEGEND: 64/ B U -4 i I i A-4 EX15T to REMAIN I NEW 2)<4 G 2.. G. w/ + I NEW 2x4 WALL CONSTRUCTION i BATT INSUL �0 Elm, GL NEW 2x6 WALL GONSTRUGTION I NEW NEW NEW + TW28510 TH25510 TW25510 6 I U �— - - - - - - - - - NEW12' OVHD - - - - - - - _ _ - 5OFFITT sa �A9::k. DRAWN: VC/MS SCALE: FROF S GOND FLOOR FLAN `` -,, , JOB#: Q) March 5th,2018 SCALE: 114" = 1'-0" o F 0 SHEET NUMBER: (SEE ROOF PLAN - 5HEET A-4 FOR ROOF LAYOUT) PERMIT SET (03/05/2018)_ A-3 REVISIONS: NEW 5/a" GDX PLWD $ 15# FELT w/ NEW 2x12 TOP of RIDGE 235# ASPHALT SHINGLES, $ RIDGE — — ± ELV 34'-0" IGE-SHEILD UNDERLAYMENT AS REQ PROP F I R5T 12 FLOOR PORCH NEW 2x10 RR @ �7 ROOF BELOW 16" O.G. NEW 2x8 GJ @ I6" O.G. w/ NEW 2x4 G.T. R-30 BATT INSUL (MATCH 48" O.G. HEIGHT OF EXIST 2nd FL GLC) \ FLOOR PORCH UNDERSIDE NEW R-30 A5 L� lr lr rSr �11tr lr r ? t rl r r 1111 tir /Sr(rcr rl? rS?1> rl ) r l r 1 r 11r,, 1r — SECOND,FL GJ5 ROOF 6ELOW REQ �U� i 1 f�1���1ELV 25'-10"± (MATCH EXIST) qq- EX15T 2x4 INTERIOR EXIST 2x4 NEW 12" 4'' WALL CONSTRUCTION EXTERIOR G F r VENTED OVHD STAIR to REMAIN w/ WALL —— L� — SOFFIT NEWY2" GYP BIRD @ GON5TRUGTION WALLS GLGS EXIST STAIR oC PROP WIG PROP RAILING c STOR v s - +' "' _�jLu Lu L IL NEW 2x8 FJ lbEXIST ti +1 _ br X y O �\O I" O.G. I 1 _ - LU O w (MATGH EXIST 2nd FLOOR 4 < 2nd FIN EXI5T 5EGOND N ' O t1 FIN FLR w X M- �t FLOOR ROOF w HEIGHT A5 REQ) _ p z FL ELV 15'-II"± m �' ----- - — (MATCH EXIST) wci x LIJ 0- r xO LL XO _00LU J w \ TOP OF �� o�T �� O NEW 2" CLOSED CELL SPRAY = PROP PROP _ � INTERMEDIATE \. 1 h--a FOAM 4 R-15 BATT IN5UL - N z --- -- _ „ — . PLATFORM 1 PROP PROP [� O EXPANDED GL O Q I ° ELV I I'-1'; I ,L+� SLOPE SLOPE EXTERIOR WALL CONSTRUCTION: _ BEDROOM �- - - ) (MATCH EXIST) EXIST FIRST ti I < + I NEW 2x6 5TUD5 @ 16" O.G. wIYZ" GDX ? 4 PROP NEW (i) LAYER 5/a" _ FLOOR ROOF w HALL NEW 2x12 GJ @ I6 O.G. w/ BELOW — N �� — PLYWD S TYVEX VAPOR BARRIER. TYPE X GYP BIRD ? x — NEW CEDAR SHAKE SIDING (MATCH NEW 3/" GDX T86 w z FOR I-HR F/R ® NEW R-38G BATT INSUL N tY Q� EX15T) SUBFLOOR w/ O GARAGE WALLS S (REMOVE REPLACE w 1 b EXIST © PLATFORM A5 c1 z FIN15H FLOORING t� CL65 NEW 2x10 RR ® < NEW 2x10 RR @ q r NEW 2x10 FJ @ 16" O.G. wl PER HOMEOWNER PROP REQ) + p 1 I6" O.G. ib" O.G. u- R-21 INSUL (MATCH EX15T 15t - FIN_FLR = w1 FLOOR HEIGHT A5 REQ) - _ -- _--- ---- - --. - STAIRS TO ; — — ELV 5'-4''± — L n BASEMENT/ ` — — ROP STORAGE (MATCH EXIST) w PROP LOPE I� z SLOPE SLOPE NEW 8 PG FON WALL w/ BITUMINOUS (STAIR511 COATING, REINFORCED w/ THE FACE AWA = LL= NEW 12 FOLLOWING: - + r (U #4 HORIZONTAL R/B TOP d BOTTOM `r PROP CRAWL - SHOWN = FOR NEW 2x12 OVHD I #5 VERTICAL R/B ® 36" O.G. (HOOKED SPACE - - ",' GAMBRE I 50FFITT V () ( CLARITY) GRADE/BOTTOM RAFTER 77 NEW 2x10 NEW 2x10 INTO FTG) of GAR SLAB — 1 RR @ I6" RR ® I6" (2) #4 HORIZONTAL R/B EGL SPACED A5 ELV 0'-0" REQ NEW 4" PC SLAB w/ 1%o WWM & NEW 2x10 RR O.G. O.G. I b „d • U- I-LAYER PVB PITCHED TOWARD5 @ 16" O.G. N� w Lu 8 OVHD GARAGE DOORS �a per FT) BOTTOM of �l j�' w 104 NEW 8"x16" PG FTG w/ (2) #4 R/B _ _FTG_ NEW 2x12 1 I N N w 2x4 KEY — — ELV GAMBREL 1 — W x z' Z SECTION "A-A" RIDGE i �,� Z z m SCALE: 114` = I'-o° NEW 2x10 RR 1 N a 161, D.G. 1 ! PROP PROP _ 1 1 • .�••� SLOPE SLOPE I 1 NEW 2x12 1 GAMBREL RAFTER �— — W 2 - 5OFFITT FRCP R007 FLAN SCALE: 1/8" = 1'-0" O NEW /a" GDX PLWD $ 15# FELT w/ N 235# ASPHALT SHINGLES, NEW 2x12 TOP of GAMBREL IGE-SHEILD UNDERLAYMENT A5 REQ RIDGE _ RIDGE �° o c`-,n +' li x 16rn � O.G.�RRR @/ R-21 � `t t t I j � � 2 INSUL 61.50 NEW 2x4 NEW Y2" GDX v m GT @ 32" PLYWOOD \ cu O.G. INTERIOR ,n U ,-i WALLS/GLGS c RADIUS = b'49" (TYP ALL) N o w (TYP) PROP REG ROOM OVER GARAGE cn NEW 12" VENTED OVHD y d TOP OF FIN (� SOFFIT zFLOOR $ O INTERMEDIATE_ PLATFORM - - y ELV ll'-I"± NEW 2" GL05ED CELL SPRAY (MATCH EX15T) FOAM 8 R-15 BATT INSUL NEW (1) LAYER TYPE S_k' H NEW 2x12 GJ @ 16" °X" GYP BRD FOR I-HR x EXTERIOR WALL CONSTRUCTION: O.G. w/ NEW R-38G F/R @ GARAGE WALLS $ NEW 2x6 STUDS @ 16" O.G. w/YZ" GDX BATT IN5UL GLGS PLYWD 4 TYVEX VAPOR BARRIER. NEW CEDAR SHAKE SIDING (MATCHR T PROP NEW Y2" GDX s � u EXIST) j PLYWOOD GARAGE INTERIOR NEW 5" PG FON WALL w/ BITUMINOUS �'= WALLS (TYP 4 w COATING, REINFORCED w/ THE 7 r ALL) FOLLOWING: NEW 4" PG SLAB w/ 101(o WWM B (1) #4 HORIZONTAL R/B TOP 8 BOTTOM I-LAYER PVB PITCHED TOWARDS * �0 p. OVHD GARAGE DOORS per FT 03 F' GRADE/BOTTOM �yj' ,Sr'"" � � •. (I) #5 VERTICAL R/B 36 O.G. (HOOKED 04 ) INTO FTG) of G_AR SLAB_ (2) #4 HORIZONTAL R/B EQL SPACED A5 ELV O'-O" REQ + „ „ BOTTOM of o NEW 8 Ab PG FTG w/ (2) #4 R/B $ , DRAWN: VC/MS 2x4 KEY — — ELV -3'-O" *� � G,aZ3'�Q.•''C SCALE: Orr ta�� JOB#: March 5th,2018 RECTION ii15_15li SHEET NUMBER: SCALE: I/4" = 1`-0" PER..MIT SET (03/05/2018)_ A-4 III REVISIONS: NEW GABLE ROOF I 77% NEN GAMBREL Hill Lliu ULL-d All - - ROOF I oo i ! I LL LI OVHD _ H SOFFIT 11 1LliJlllllJll - -- Ll I I i I w FIN 2nd FLR z I I O � I ! I m FIN FLR ELV 15'-11"-+ — — — — — - — — - — — — — - - - — — — — — — — — — — — — - — — — — — — - — — — — — — — — — — (MATCH EXIST) ! — C ELV I� II = O n0 I — (MATCH EXIST) - o „y cSJ z L� � z 3-D" NEW 12" ' 11 tL _' �z ! TOP OF OVHD — cN TOP OF INTERMEDIATE — SOFFIT INTERMEDIATE O PLATFORM — — — — ! — 1 — — — — — - — — — — - — - - - _ - - — — — — — PLATFORM- ELV II'-I"± ( �� �� � �� LI I �I �I iLt ELV II'-I"± �--a L1J tl l l fl 11 l l MATCH EXIST � I� ��� I I � � �� I i ', ! (MATCH EXIST) LLL I( ) 1111 11 ITt! ! I L I I I LULL NEW CEDAR SHAKE I +� j (MATCH EXIST) Lli -LL I! 1 Ell �l 11 NEW GEDARTl t LLI SHAKE (MATCH _FIN FLR _ FIN 15t FLR — — a - - 1 I i- - — — — — - — — • — — - -- — - - - — — — — — — ELV 5'-4"± EXIST) I I Liit ELV 5'-4"± � (MATCH EXIST) MATCH EXIST - o Z- z NEW CEDAR -1 � - LLI III I I- SHAKE (MATCH o EXIST) LJL1 U 111- 11 11 Ill 111111 11111 11 11 11 111 1 1 11 1 1 u 0 L . ...., 0 PROF FRONT ELEVATION FROF LEFT C—;ARA�E ELEVATION SCALE: 1/4" = 1'-0" (D SCALE: 1/4" = 1'-0" h " z NEW GABLE ROOF NEW GAMBREL }, - ROOF — - m N X Ln a �❑ �� - � �, 011 DE i' , u � W _ .x .� �❑ - - LtIJ L lL ON 0 FIN 2nd FLR FIN FLR "± — _ _ _' — — — — — — — — — — — — — ELV 15'-II"± ELV 15-11 - — — — — — — — — — — — — — — — — — — — -- — — - - _ - - — — — (MATGH EXIST) _.._ ------- � �r J J (MATCH EXIST) NEW 12" GVHD TOP OF SOFFIT I TOP OF _ _ _ I III I I III I INTERMEDIATE - 0 _PLATFORM ELV ��+ � � I II-I _ II - NEW CEDAR I I � (MATCH EX15T) — I SHAKE , I " ll I (MATCH EXIST) ►� 1L11 LI N - � F4 - - - EXIST) 'i - ni==L= 11 11- I - - Hild ! i —___-- 1 L-jI.jIj Im L 1 7 I _- - - L FIN FLR _ FIN_Ist FLR _ - — — — — — — — — — — — — — — — — lL�� - — ELV 5'-4"± - - - ELV 5'-4"± (MATCH EXIST) � - - NEW 8x16 55 FLOOD VENT, (LOCATED ! (MATCH EXIST) A5 SHOWN) PER ASCE 24 REQS, TYPE ll. MFR BY SMART VENT MODEL #1540-510 ® 12" ABOVE GRADE AS I I I U I t III REQ (TVP (0) I I 0 L �l - I I I LIA 11- ,�RGf rw�g�wC .y.. FROF REAR ELEVATION i=ROF RIC7H7 CARAISE ELE\/ATION _ .s;: �, DRAWN: VC/MS ry�x:c ��� ra � t� . JOB#:" SCALE: 114" = I'-0" } " w" ' SCALE: SCALE: 1/4 = 1'- 0 ,. March 5th,2018 ' = SHEET NUMBER: PERMIT SET (03/05/2018)_ A-5 REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. CLIMATIC&GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WiNTER ICESHiELD 4"MAX. SNOW SPEED DESIGN WEATHERINC LiNE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD KING STUDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 20/15 130 B SEVERE 3 FT. MODERATE SLIGHT TOTO HEAVY MODERATE 11 NONE - 4"DIA.MAXIMUM RAFTER CRIPPLE STUD DECK AND COVERED PORCH NOTES: LEDGER 1). Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. RIDGE HEADER ; All fasteners,hangers and anchors to be galvanized or stainless steel. 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. _Z Girders on concrete piers shall be anchored with proper steel connectors anchored Into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. RAFTER JACK STUDS R • e`on 3).Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete footing.Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall be 3 ft.below grade. RAFTER-TO-LEDGER CONNECTION O LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA. BOLTS 16"CX WiTH WASHERS HEADER-TO-POST/STUD CONNECTION 4).Deck joists to have blocking at 810 o.c.. RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION 5).Flashing shall be installed between the building and ledger. Lapping up the sheathing STAIR RAILING S S LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6-2x8 LS26 I8 a.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 t-1/4"x12"20 a' STRAP APPLY TO EACH JACK STUD and over the ledger. Ledger to be fastened to building with 1/2" dia.bolts with washers and nuts at 16"o.c. ROOF LSTA24 I-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 L5210 18ga.SLOPE HANGER APPLY TO EACH RAFTER I LEDGER AtL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD w 6).Concrete piers shall be a minimum 6"above grade. MINI SPACE 7.Al!joists to be supported with hangers and anchors.Each Joist shall also be anchored MINIMUM ) 1 � Ply g to girder(s). HANDRAILS RAFTER 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. 9).Use Simpson hangers and anchors with Z-MAX tripple protective coating or equal RAFTER for any contact with ACQ. 0 ' POST TOP PLATE '• HANDRAIL NOTES: ^H TOP PLATE All required handrails shall be of one of the following types H BALUSTERS or provided equivalent grespability. WALL STUD RIM/DECK JOIST o 1).Type 1. Handrails with circular cross section shall have an OPEN BALUSTER ATTACHED TO WALL WALL STUD outside diameter of at least 1-1/4 Inches and not greater o than 2 inches.if the handrail is not circular It shall have a perimeter dimension of at least 4 inches and not greater HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION than 6-1/4 inches with a maximum cross section of ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION dimension of 2-1/4 inches. OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH RAFTER/PLATE RT15 TYDQWN ANCHOR i 2) Type Handra[Is with a perimeter rester than 6.1/4 SHALL NOT BE LESS THAN 1-11/4"NOR MORE THAN 2"IN 4"-6"RAFTER RTIO 10-3/4" g x 18 a.iYDOWN ANCHOR CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION ' g CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL EACH RAFTER CONNECT OVER USE MiN.(2) 1/2"DIA.GALV.BOLTS WiTH WASHERS AND NUTS inches shalt provide graspable ringer recess area both CONNECT TO PLATE/UUALL SPTH4 SPUD PLATE ANCHOR PLATES TiO EACH STUD sides of the profile.The finger recess shall begin with wth a PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR distance of 3/4 Inch measured vertically from the tallest Q� EACH RAFTER portion of the profile and achieve a depth of at least 5/16 V Inch within 7/8 inch below the widest portion of the profile.The required depth shall continue for at least 3/8 Q) Inch to a level that is not less than 1-3/4 inches below the 4 MAX. tallest portion of the profile.The minimum width of the • r--I o 4"DIA.MAXIMUM handrail above the recess shall be 1-1/4 inches to a maximum of 2-3/4 inches. Edges shall have a minimum P GIRDER/HEADER radius of 0.01 inches.1.0 Z GIRDER/HEADER i~ NAILING SCHEDULE JOIST '. POST/COLUMN ° o ROOF SHEATHING: � m POSTJCOLUMN NAIL JOINT DESCRIPTION OTY SPACING NOTES STRUCTURAL PANEL Ed AS PER TABLE 3.8 GIRDER/HEADER WFCM-SBC POST-TO-GiRDER/HEADER CONNECTION ROOF FRAMING: LOCATION USP NUMBER DESCRIPTION APPLICATION JOINT DESCRIPTION QN SPACING NAIL NOTES SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 OST CAP ANCHOR APPLY TO EACH COLUMN RAFTER TO $'WALL:3-Sd COMMON EACH DKKlPORCH RAILING 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN TOP PLATE 10'WALL:4.8d COMMO RAFTER TOE-NAIL LOCATION USP NUMBER DESCRIPTION APPLICATION POST-TO-GIRDER/HEADER CONNECTION HOLLOW COLUMN SIMPSON STRR1/2 H.C. ANCHOR APPLY TO EACH COLUMN " CEILING JOiST 8'WALL:3-8d COMMONEACH JOIST TO GIRDERIHEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST USE MIN. (2) 1/2 DIA.GALV.BOLTS WiTH WASHERS AND NUTSTO 70P PLATE 10'WALL:4-8d COMMONJOIST TOE-NAIL m N CEILING JOIST TO AS PER TABLE 3.7 EACH FACE m W UU PARALLEL RAFTER WFCM-SBC LAP NAIL xv CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE PM � M o OVER PARTITION WFCM-SBC LAP NAIL ° STU COLLAR TiE AS PER TABLE 3.4 EACH FACE BEARING PLATE TO RAFTER WFCM-SBC END NAIL BLOCKING EACH TOE io 00GIRDER - ° • • 2 -8d COMMON a TO RAFTER END NAIL • RIM BOARD EACH END 1 c C � ° • TO RAFTER 2-16d COMMON END NAIL U 4-1 WOOD JOIST rn "• �, " N v •. �`' WALL FRAMING: ' LEDGER ° GIRDER/HEADER I CONCRETE PIER ••'�." JOINT DESCRIPTION NAIL NAIL WOOD JOIST SPACING NOTES w WOOD JOiST " "�„" TOP PLATE TO PER TOP PLATE 2-16d COMMON FOOTFACE NAIL • ts• TOP PLATES AT 4-16d COMMOIN JOINTS FACE • INTERSECTIONS EA.,SIDE NAiL [—� FLUSH JOISTS WiTH HEADER/GIRDER DOUBLE 2x STUD TO 24" FACE W CEILING JOIST TO BLDG.CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I (MINIMUM) STUD 2-16d COMMO O.C. NAIL THE PROPER STEEL CONNECTOR. I 1 FOR HEADIER HEADER/GIRDER-TO-POST CONNECTION HEADER TO 16" O.C. FACE LEDGER TO RECONNECTED TO BLDG.USING,11/2" DIA.BOLTS p16"OC WiTH WASHERS I OR BEAM LOCATION COMMON UlF ABLE,SET FIR JOISTS APROX. 1/4"HIGHER THAN LVL HEADERS I LOCATION USP NUMBER DESCRIPTION APPLICATION HEADER ALONG EDGES NAiL TO ALLOW FOR SHRINKAGE. REQUIRED 1 I (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE TOP OR BOTTOM 2-16d COMM01% PER 2x4 STUD END U) FOR STU (3) B8AMS PAU66 Oft WE66 POST/BEAM ANCHOVY APPLY TO EACH Pit PLATE TO STUD 3 -16d COMMO PER 2xb STUD NAIL <� BOTTOM PLATE TO: PER FLASHING TUCKED UNDER FLOOR JOIST.BAND JOIST. 2-16d COMMO OOT FACE NAiL N I I E TOP PiECE OF SIDING AND ND JOIST OR BLOCKING H LAPPED OVER FiRST CONTtN. DECK FRAMING:THREADED ROD � PIECE OF SIDING BELOW JOINT DESCRIPTION NAiL NAIL NOTES U 1/2" DIA. LAG BOLTS W/WASHERS CNW COUPLER NUT QTY, SPACING c!� CONNECTED TO BLDG. @16"OC JOIST TO.-srsuNaER PER TOE 816 MiNIMUM POST SILL,TOP PLATE OR GIRDER 4-8d COMMON JOIST NAiL (2)THRU. IEND DISTANCE BRIDGING 2-8d COMMON EACH TOE ,? gOL7S TO JOIST END NAIL P944 IM ' •dia. _ 4 ' , BLOCKING 2.gd COMMON EACH TOE ANCHOR ; .«» "ate PIER 16'TREAU o s,.• - MINIM M a TO JOIST END NAIL FLOOR FRAMING 2x JOISTS �,• o��o a ENS ANCE " BLOCKING TO: EACH TOE 'a ,, • 12"X12"Xl2" r r r 3-16d COMMO CONC.SLAB ro ' (As REQ) "a' . CONCRETE FOOTING ,`A., ate„ • ;� � � ► > SILL OR TOP PLATE BLOCK NAIL { EACH FAC BLOCKING FOR "' 3-16d COMMO JOiST HANGER TO BEAM ,/� o , -D • M LEDGER STRiP JOIST rdl.. ,d DECK PIER w LAG BOLTS , b d a ? :•°.;_ • 3'-0 �e.a LONG. a„•c.( PER PIAN v v r' 'r .�' ' 8 '{ RIM JOIST/BD. a JOIST ON LEDGER PER TotDRAWN: VC/MS a A a' badao SIMPSON STRONG TIE MODEL STRR1/2 TO BEAM JOIST NAIL PIER HOLLOW COLUMN UPLIFT" 3-8d COMMON n .,. I: ar , 4• a•' "'' '; DECK POST M.CONNECTION BAND JOIST PER EN SCALE: ,<b q INSTALL AS PER MANUFACTURES RECOMENDATIONS TO JOIST 3-16d COMMO JOIST NAIL • ''' Q r JOB#: LOCATION USP NUMBER DESCRIPTION APPLICATION BAND JOIST TO: PERMarch N DECK/PORCH LEDGER CONNECTION March 5th,2018 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING SILL OR TOP PLATE 2-16d COMMO FOOT TOE NAIL = .,,, SHEET NUMBER: 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING TERMIT-S-E-T-(03105/20 8J A-6 REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS • • ENDWALL RAFTER WALL STUD CRIPPLE STUD G BOTTOM PLATE RIDGE ' • HEADER LEDGER BATHTUB DOUBLE JOIST SIDEWALL ' RAFTER JACK STUDS re FLOOR USP NUMBER DESCRIPTION APPLIC ATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS O BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT �•"1 CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP 2 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 2Dga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP PPLY OVER RIDGE TO EACH RA TEF JOIST DIRECTION WITH 2x6-2x8 L526 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER UNDER WALL. R PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD, ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 1Bga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC WALL STUD h---i THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF •� VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED RAFTER SILL PLATE(S) ' WALL SHEATHING RAFTERS ` MAINTAIN O VENTILATION WOOD JOIST C� ► w, t w, I ► w r i ► , • ► • I SIDEWALL FLASHING M••••-I FOUNDATION '� • '� • '� - TOP PLATE BLOCKING F--� FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS 048"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER INSTALL 4'0" O.C. �.'� THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER » » » " SHALL BE COVERED WITH CORROSION- ONTIN, SCREENED VENT 4 - 8 LSTA24 1-1/4-x24- 20go. STRAP AND JACK STUDS , RESISTANT METAL MESH WITH MESH ONTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS ��' PROVIDE HEMMED EDGE AT OPENINGS OF V4 INCH IN DIMENSION. INSTALL 4'O" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8" - 14" LSTA30 1-1 4"x30" 18 o. STRAP AND JACK STUDS , AND TO R TO MAINTAIN AIR / 9 `., GAP TO PREVENT CAPILLARY4" - 8" RAFTER RT10 10-3/4" x 18 a TYDOWN ANCHOR CONNECT TO ON ALL OPENINGS / ACTION g ' EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. ' CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS ,� ' 8" - 12" RAFTER RT20 1-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTERI SOFFITED EAVE DETAIL ON ALL OPENINGS .' ,' KEEP ROOFING NAILS OUT ` OF FLASHING 2ND. FLOOR WALL ,�•' ,' ROOFING LAPS BASE C13 FLASHING 4 INCHES o RAFTER10 BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME ,+ Z EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING • r--1 .. SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN, 4 INCHES THROUGH VENT . , , N o N • WOOD JOIST Q '- a TOP PLATE GIRDER/HEADER SIDE WALL FLASHING 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION I�D 4" - 8" LSTA36 1-1/4"x36" 189a. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. "1-1 2 / ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO INSTALL 4'D" O.C. RAFTER TO PLATE AIR PASSAGE IF ABLE SET FIR JOISTS APROX. 1 2" HIGHER THAN LVL HEADERS CONFORM TO SLOPE � / 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR Irl, PLATES TO EACH STUD in . oxm DBL. SILL PLATE I "1 2 TERMITE SHIELD SUB FLOOR O SILL GASKET ' ' ?� w WOOD JOISTS U 2 z r NEOPRENE __ - ; o � TYP. CONC. FOUNDATION A 6MICONC. SLAB + ` 0 � DAMPPROOF EXTERIOR � 6 MIL. POLY . _ Vs GASKET +++^ � `� , ' BOL ED TO STEELBEAMyyl'I}.I PLATE � � `� u � EMIL POLY ON EXTERIOR V GRANULAR FILL ► ' 01 I u cn m s V j STEEL COLUMN ' ` ) q �` F 1/2 DIA. BOLTS ® 48 O.C. STAG. m V 2 n cn .Q d • 4 ' '. ° 1 ROOF JACK , `t` od'o �fl o u CONC. SLAB 'a `'4 a v // I ' STEEL BEAM N o w a a A • , �'a ANCHOR BOLT EMBEDMENT. " / » " COMPACT FILL POURED CONCRETE: 7„ `� 4 x 1/4" x 8 STEEL •p V i 1 ly p t B LOC K WALL: 15 ROOFING LAPS `� I TOP AND BOTTOM PLATE `�+ V * q a " FLASHING AT . ' WITH 1/2" x 6" ANCHOR BOLT KEYWAY FOOTING o P Ae a �'q �• CONC. FTG. 'q Q'q G o' USE WITH 3x3 SQUARE WASHERS SIDES AND TOP �•� 1/2" GROUT w w a ANCHOR BOLT CONNECTION (USP LSPS58 OR BP583) `�•.... A REINFORCING BAR3" STEEL COLUMN FOUNDATION 5/8" DIA. ANCHOR BOLT �`'•! 1 I DRAIN TILE + p * ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS 10 KIPS ) SILL PLATE TO FOUNDATION R » ROOFING AT BOTTOM u��'�.-• CRAWL SPACE OR FOUNDATION 1 STd Y 72 OC U SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL 0 TYPICAL CONC. FOUNDATION. APPLY PILASTERS 2 STORIES 36" OC U) WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING � ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL Emil N SUBFLOOR <C CONC. SLAB GARAGE I DOOR FRAME JOIST 6x6 10/10 WWM COMPACT FILL DOOR �— U Cn USE 2X8 STEEL BEAM FOR BLOCKOUT w 4" SLAB • ' P.T. PLATE ` � W/ 6X6 WMM \ � 4LDRIVEWAY NOTCH JOIST AND ADJUST HEIGHT 1/2 AIR NAILING �.F •. PLATE NEEDED) ® 11 .,K �. AT END AND • +"=,q • e • :• • „ TO BE APROX. 1/2' OR HIGHER THAN �' w „ • - � ES OF WOOD " ✓ G ADE Q . � ' �¢' a q • • STEEL BEAM TO ALLOW FOR SHRINKAGE 1 • * �. BEAMS I 'a D O O '• ► '• (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) .g5 ,q ��•n 11. et_ d T d _ ,, p • 4 • • • , om » �. s 6X6 W.W.M. , '.i NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM e' MIN. .4 NOTCH EQUALS 1/4 DEPTH OF BEAM o �- t ' a q 4 SUB FLOOR ' c7 d o I �. Vii✓ *� 4 REINFORCING BAR REINFORCING BAR . a 4•, a IST ;,42 DRAWN: VC/MS e� STEEL BEAM - . DRAIN TILE �e—/►I 4 �'�3 J SCALE: •� •• OF CONTACT WITH CONCRETE R CONC. BLOCK T I ,—iil'�n iT ease i, c^ , JOB#: 12" •. `s�! 3" PLATE (BOLTED TO BEAN IIx �? , TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. 'A A SHIMS TO LEVEL BEAM March 5th,2018 REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. SHEET NUMBER: 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR B LOC KOUT BEAM POCKET A-7 PERMIT SET (03/05/201 ) REVISIONS: WIND FRAMING NOTES FLAILING SCHEDULE NYS UNIFORM CODE: 2015 EDITION PLAIN CONTENTS: C) E v K"1 A L "'6T E S I). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAiL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used In leu of a ridge strap,the number of 10d common nails required JOINT DESCRIPTION QTY_ SPACING NOTES CONSTRUCTION NOTES: In each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'TOP PLATE 10�WALL• 3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT (SEE PLANS) WALL 4-8d COMMON RAFTER 1). The Information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be In CEILING JOIST 8'WALL: 3-8d COMMON EACH TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL: 4-8d COMMON JOIST State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wail top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACT: DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL CURRENT SBC HIGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM- SBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM - SBC END NAIL ATTICS w/o STORAGE 10 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wail studs above do not fall in line with studs below, the should be adhered to even if In variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) Q (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: Si'AIRS 40 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 Inches in masonry block foundations, or lapped under construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES GAURDRAILS ANY DIRECTION 200 w precautions and programs in connection with the work. There are no warranties for a bottom plate, q QTY. SPACING (DESIGNED FOR CAT.C) 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY TOP PLATE TO PER FACT: NAiL specific use expressed or Implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, 2 - 16d COMMON anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: l LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF- FOUNDATION DETAIL PAGE &GENERAL NOTE PAGE INTERSECTIONS 4 - 16d COMMON EA. SiDE NAiL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE i EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2' - 16d COMMON O.C. NAIL Sym.: attached with 8d common nails at b" o.c. at the panel edges and 12"o.c. in the field, and FIRE PROTECTION 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch sum wallboard on the interior attached with 5d cooler nails at 7"o.c. a# panel HEADER TO 16" O.C. FACE SEE FLOOR PIANS H $YP p HEADER 16d COMMON ALONG EDGES NAIL SMOKE &CO2 DETECTORS ® � such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A- STANDARD STICK FRAME CONSTRUCTION Q 8). Wind load requirements shall be taken into account during construction. 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: PLATE TO STUD 3 -16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK Q t FOUN DATION NOTES: Type 11 exterior shearwalis shall meet the requirements of table 3.15a-b times the appropriate FLOOR BOTTOM PLATE TO:JOIST, BAND JOIST, 2: • 16d COMMON PER FACE NAIL CLIMATIC +& GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WiND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be Increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOiNT DESCRIPTION NOTES QTY. SPACING MODERATE SLIGHT TO 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: 2.4.4.2 and 2.2.4 respectively. PER TOE 20 LBS. 130 B SEVERE 3 FT. I TO HEAVY I MODERATE 11 NONE concrete or masonry walls occuring In exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGSS:, SILL,TOP PLATY OR GiRDER 4 . 8d COMMON JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: � Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE U 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors In accordance with table TO JOiST 2 ` 8d COMMON END NAiL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be Installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for Installation. 3.5. AT PANEL EDGES SUPPORTS 1N THE PANEL FIELD N BLOCKING 2 - gd COMMON EACH TOE 5). Unless otherwise noted, all slabs on grade to be 2500 P.M.. Concrete to be TO JOiST END NAIL 4 PERIMETER EDGE ZONE 8d COMMON @ 6"O.0 $d COMMON @ 61, O.C. SEE NOTES: 1,3 . ,...� •c o cured on 4 inch thick sand or ravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: o P g g' BLOCKING TO: EACH TOE SITE NOTES: 1 (60TH FIELDS) � to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and 3 - 16d COMMONINTERIOR ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. NOTE• 2 FOR PANEL FIELD 04 " anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride SILL OR TOP PLATE BLOCK NAiL • 6 maximum lifts (layers}, P P g •� Z " along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWAtL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.0 8d COMMON @ 4" O.C. SEE NOTES: 1,3 6). Crawl spaces to be provided with a minimum 18"44" access opening. Install one3 -16d COMMON attached with the above requirements. TO BEAM JOIST NAILN O 8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES N r- a DECK AND COVERED PORCH NOTES: JOiSTONLEDGER 3 -8d COMMON PER TOE O � a 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAiL THESE NOTES ARE ONLY TO BE REFERRED TO 1F MENTIONED IN SCHEDULE NOTES ONLY. ;-.4 N.Y.S. Residential Construction Code. A 6-mll polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END r-0 the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMON JOIST NAILa 1), For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, rTOE NAIL the 4 foot perimeter edge zone attachments required shall be used. $). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. SILL OR TOP PLATE 2 ` 16d COMMON BAND JOIST TO: PER FOOT OTE• 1 Girders on concrete piers shall be anchored with proper steel connectors anchored . 2). Tabulated 12 Inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING MOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ROOF SHEAIHING: For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches O.C. 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3), Posts supporting girders shall be anchored to a 12"x12"42" thick concrete footing. JOINT DESCRIPTION NAiL NAIL Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 Inch o.c. nail spacing assumes sheathing to rafter/truss framing members with 6>0.49. For below grade. Porches with covered roofs shall have 12"dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. o 2). unless otherwise noted, all framing and structural wood material to be#2 + BTR. WFCM -secWALL SHEATHING REQUIREMENTS FOR WIND LOADS: N Douglas Fir. 4). Deck Joists to have blocking at 8'0 o.c.. m rl o CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE c SHEATHING LOCATION NOTES X 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the buildingand ledger. NAIL. NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD o m ^1 otherwise. ) g „ g JOINT DESCRIPTION `° � 2 :al Ledger to be fastened to building with 1/2 dia. bolts with washers and nuts QTY'. SPACING 4' EDGE ZONE $d COMMON @ 6" O.C. 8d COMMON @ 12" Q.C. SEE NOTES: 1, 3 ( BOTH FIELDS) p x o � where needed. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FiELD w 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10#2 + BTR. Doug. Fir. WALLBOARD 5d COOLERS 10"O.0 . FiELD INTERIOR ZONE 8d COMMON @ 6" O.Cl 8d COMMON @ 12" O.C. SEE NOTE: 3 0 °' o ' Bearing wail headers to have (2) jack studs and (2) full length studs on each side of all 6). Concrete piers shall be a minimum 6" above grade. 04 openings. LVL headers to have (3) jack studs and (2) full length studs on each side ofWALL SHEATHING: 'E openings. Bearingwall window sills shall also have (2) window sill plates for 2x4 wall NOTES 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored , openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NnIL NAiL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. v and blocking where applicable. QTY'. SPACINGtzcc N 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 5). All flush beams/headers to be Installed with heavy duty galvinized hangers and PANELS WFCM -SBC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16" OSB 3"O.C. EDGE 6d COMMON 6). Double up floor joists under walls that run parallel to the floor joist and under bathtub . ]). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6"O.C. FIELD 2).Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic the Installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. on pians. WALLBOARD 5d COOLERS 10" O.0 . FIELD U-) 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/o 2)•Verify septic system with the Engineer for Suffolk County Health Department approval. 3). For exterior panel siding, galvanized box nails shall be permitted to be substituted for common nails. other access openings unless otherwise noted (typical). FLOOR SHEATHING: U fates or oasts are cut out Burin installation for an plumbing related work NAIL NAIL U 3). If wall studs, p J g y P g JOINT DESCRIPTION 0 8). Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure. Verify with the QTY. SPACING i).PRESIDE 5/8"TYPE-x SHEi` D AN FIRE STOPPING AT TI MAXIMUM DISTANCES FOR NON ACCESSIBLE WITH A state code and manufacture's recommendation for maximum hole size and spacing permitted. " 2).USE stMPSON HANGERS AND ANCHORS WITH 2-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 14 where applicable unless otherwise noted. STRUCTURAL PANELS 6 O.C. EDGE 3).INSTAII.1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC SYSTEM NOTES 1" OR LESS 8d C4MM0 12" O.C. FIELD � 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking In floor jolsts N NOTES. as required by current NYS Residential Code-FIREBLOCKiNG REQUIRED under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Firebiocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO iF CONTRACTOR TO PROVIDE SOiL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. needed, 2). HVAC subcontractor is to full coordinate all stem data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. U y system q 1).In concealed spaces of stud walls and partitions,Including furred spaces,at the ceiling and floor U) equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 �4 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls Constructed ) 1). Nailing requirements are based on wall sheathing � CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3). HVAC subcontractor to provide final system layout drawing and submit It to the General nailed 6" on-center at the panel edge. if wall sheathing SOIL COMPACTION: using parallel rains of studs or staggered studs. Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all Interconnections between concealed vertical and horizontal spaces such as occur at soffits. TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. cur ceilings and cove 12), Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor g ceilings. ELECTRICAL NOTES' shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL.FILL AS NEEDED. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces , over subfloor as per manufacture's instructions. such as shear Tates, shall be used to maintain load path. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. i . All electrical to be Installed as per N.Y.S. Residential Construction Code. p P DENSITY(PER ASTM D 598 AND ASTM D 1557). COMPACT THE ,.. P SOIL AT 12"LIFTS(TYPiCAi).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and duds at ceiling and floor level,to resist the free pas'sag'e of ���}�{� �CA 13). All bathroom wails to have 1/2" thick moisture-resistant sheetrock. Garage walls and ) g TESTED BY A PROFFESSiONAL AGENCY FOR COMPACTION. flame and products of combustion. � ' '� e 1 ,% iv „ 2). When wall sheathing is continuous over connected ceilings and over furnace to have 5/8 thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter, i , members,the tabulated number of nails shall be permitted " p 3).DO NOT BACKFILL UNTtLL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblotking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. to have regular 1/2 sheetrock. All walls to be taped and finished. to be reduced toll - 16d nail per foot. INCLUDING suBFLoolt,u coMPl.el'E. �� ` � '�< ... � � � DRAWN: vcnvls 3). Install Smoke detectors and Carbon Monoxide detectors throughout as required by current . ; �• :$ F 14). All roof with a pitch less than 4:12 shall be installed with an ice&Water barrier or N.Y.S. Residential Construction Code. ��� � ' t-F� � SCALE: JOB#: approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM March 5th,2018 QF. . .t.o�iq torch down type material over. � -c�1= 3 SHEET NUMBER: 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. -8 PERMIT SET (03/05/201 )