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HomeMy WebLinkAbout39695-Z Ffal,rC�G Town of Southold _12/31/2015 P.O.Box 1179 a' 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38009 Date: 12/31/2015 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 825 Arrowhead Ln,Peconic SCTM#: 473889 Sec/Block/Lot: 98.-3-5 Subdivision: Filed Map No. Lot No. conforms-substantially to the Application for Building Permit heretofore filed in this office dated 3/31/2015 pursuant to which Building Permit No. 39695 dated 4/21/2015 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: one family dwelling with covered front entry and attached two car garage as applied for The certificate is issued to Marcy,Alberta&Marcy,Donald of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-14-0048 12/12/2015 ELECTRICAL CERTIFICATE NO. 39695 12/28/2015 PLUMBERS CERTIFICATION DATED 12/22/2015 Mattituck Plumbin &Heat Aut ed Signa re ����SUi�otkcQaTOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39695 Date: 4/21/2015 Permission is hereby granted to: Marcy, Alberta & Marcy, Donald 59 Fairfield Ave Madison, NJ 07940 To: Construction of a new single family dwelling as applied for per SCHD approval. At premises located at: 825 Arrowhead Ln, Peconic SCTM #473889 Sec/Block/Lot# 98.-3-5 Pursuant to application dated 3/31/2015 and approved by the Building Inspector. To expire on 10/20/2016. Fees: CO -NEW DWELLING $50.00 SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,988.40 i o $2,038.40 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,srtets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building $50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. �O I New Construction: Old or Pre-exifting Building: (check one) Location of Property: I�YOw �4 �, 2� Joe, rG� . House No. Street Hamlet Owner or Owners of Property: kA&r&ti Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: ,V (check one) Fee Submitted: $ Applic t Sig re- SO!/P�®�® Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® roger.richerta-town.southold.nv.us Southold,NY 11971-0959 ®l�c4UNrl,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Marcy Address: 825 Arrowhead Lane City: Peconic St: New York Zip: 11958 Budding Permit#: 40380&39695 Section 98 Block. 3 Lot 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G & S Electric License No: 578-E SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 54 Ceding Fixtures 24 HID Fixtures Service 3 ph Hot Water GFCI Recpt 13 Wall Fixtures 15 Smoke Detectors 6 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 36 CO Detectors Sub Panel A/C Blower 2 Range Recpt Fluorescent Fixture 6 Pumps Transformer Appliancesr62 Dryer Recpt 20A Emergency Fixtures Time Clocks Disconnect 20 AA Switches Twist Lock Exit Fixtures TVSS Other Equipment. 4- Exhaust Fans, 5- ARC Fault Circuit Breakers, 14 kw Stand By Generator with Auto Transfer Switch,2-Combination Smoke/CO Detectors Notes Inspector Signature: Date: December 28, 2015 Electrical 81 Compliance Form As • o�06 Sc ►jpyo Telephone(631)765-1802 ` R2Y M117&&Q;()9 P.O.Box 1179 N Soudidd,NY 11971-0959 r , BUaDING DEPARTMENT Y TOWNOFSOUTHOLD J DEC 2 8 2015 LCERTIFICATION BLDG DEPT TOWN Or`;rUlHOLD Date: Building Permit No. Owner: bq,(4-�Pz, �-►rC� (Please/print) Plumber: ' v �l�- k04" (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plum gnature) Sworn to before me this C day ofT,-)eC,c 205 CHELSEA L. CHALONE Notary Public,State of New York Registratiao #01 CH6287106 Notary Public, [C' County Qualified In Suffolk County Cnmmission Expires August 5,2017 so cou TOWN OF SOUTHOLD BUILDING',DEPT. 765-1802 NSPECTION ATI F UND!ON IST ROUGH PLUMBING FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL' ' FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKIN REMARKS: r ree-if;i rZac-4417,Z) / S i V DATE — INSPECTOR OE SOUjy�lo - cou TOWN VF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTI - 'N '-, - [ ] FOUNDATION IST [ ROUGH`PLUMBING [ ] F NDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL _ [ ] FIREPLACE-A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: s DATE l INSPECTOR G� o cOUMV,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTIO, [ ] FOUNDATION 1ST [ ] R GH.-PLUMBING [ ] 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: DATE INSPECTO f4f s 0 cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' [ ] FOUNDATION IST ROUGH' PLUMBING [ ] FOUNDATION -2ND INSULATION FRAMING / STRAPPING ] FINAL ] FIREPLACE-& CHIMNEY I FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION I FIRE RESISTANT PENETRATION Wl ELECTRICAL (ROUGH) I ELECTRICAL (FINAL) .[ I CODE VIOLATION CAULKING REMARKS: ellie DATE - ( INSPECTOR I r �/J�� SOF SOUry TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . [ ] FOUNDATION-1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] IN LATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLAT N [ ] CAULKING r REMARKS: oa� - c DATE INSPECTOR �� �a5`0' OF SOUJ�o - J oou I TOWN OF 'SOUTHOLD BUILDING DEPT. 765-1602 INSPECTIO-N [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE.SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: v� DATE INSPECTOR hO��OF SOUry�lo i OOUM`1,0 '3q TOWN-OF'SOUTHOLD BUILDING DEPT., 76S-1802 .INSPECTION [ ] FOUNDATION-IST [ ] ROUGH' PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING r REMARKS: DATE 1 ( INSPECTOR r 011A VMA . � MOM ROUGH - • ,. , !I e IMUL ATION PER N.Y. STATE ENERGY cbDz r 1 WeIr oA lull -. ,i, � �: .�_. ice..- • /� ' • TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUMPING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971. 4 sets of Building Plans TEL: (631)'765-1802 Planning Board approval FAX: (631) 765=9502 Survey SoutholdTown.NarthFork.net PERMIT NO. 6 Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined 20 D E C E l E I Storm-Water Assessment Form Contact: Approved / 20 MAR 31 2016 Mad to. oiMwl DWS_ Disapproved a/c BL G D!)T Phone: Expiration ® Z� 120 46 LOINN F S�UTHOLD Buildilfg Inspector APPLICATION FOR BUILDING PERMIT Date AAA 0A- 20 1 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 premise's 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 TJ�S+�vt,er Name of owner of premises W`aVCc� _ (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name an&title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location � �� on which„proposedwork wi)�be done: row LA - House Number Street Hamlet County Tax Map No. 1000 Section q Block Lot 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 Vke-A Vl�� b. Intended use and occupancy 1516hlz' W41(4;n eA 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 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—ILL Rear `1 Depth Height ` ', E2- " 4 L Number of Stories I 9. Size of lot: Front to�77� Rear 0 f Depth (12 ')�67.S�7 10. Date of Purchase Name of Former_Owner 11. Zone or use district in which premises are situated -qo ' Sa, ac r25 P,a, (os 1 cpm 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO )r 13. Will lot be re-graded? YES NO Will excess fill be removed from.premises? YES NO X 14. Names of Owner of premises V WMA Address Phone No. Name of Architect ely'y Address Phone No Name of Contractor 17 fes•17• Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAYE QUIRED. 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 N0� * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF 1N !_) Na,V r�M T>A)q j( being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the t?e s1�ry�y (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 gk day of Pel arch 2015 jA&CO-a rf Lo "�L ), Qn otary Public Sina re of Apilicant TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2 d�`a Scott A. Russell ° { � STORMWA\XIER SUPERVISOR n 1\M[A\N A\G1EI\\[]EN`]F SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 �- Town of Southold 'APR 1 CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) -------- ---- ---- ------ - - - - - - -- - - DOES THIS PROJECT INVOLVE ANY OF 'I')E3[lE FOLLOWING: Yes No (CHECK ALL THAT APPLY) po 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. - EIMCte,ue>Jaz ration o�es 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. ❑FUE. Site preparation within the one-hundred-year floodplain as depicted Ton 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. APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date. n o�� Dishut 2 NAME. Bt,V► 1 J w �C � -?> J•2J D 1,5- Section ,5-Section Block Lot I'OR BUILDING DEPAR"1 TIENT t, 1 0-,NL't '•'� Contact Information. 2-LW fdrpbm,a Reviewed By: — — — — — — — — — — Date. 3 -31 - 15 Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — — � i ❑ Approved for processing Building Permit a 5 ` ` r�i,✓U�Q-�La k'�' 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. #: 1000sut CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) --�- O �I 22 5Stormwatei° Management Control Plan CHECK LIST NAME, n 1 Section Block Lot lN�V1l�l/1 �1.�-�,✓ w z S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Date: I-, bio � * The applicant must provide a Complete Explanation and/or Reason for not providing i° �j•�j(' • �J 1 t � all Information that has been Required by the following Checklist 61 Sl;l la I I II C Tckyione Numbcr 1. A Site Plan drawn to scale Not Less that 60' to the inch MUST If You answered No or NA to any Item, Please Provide Justification Herel show all of the following items: YES NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries ©00 b. Total Site Acreage. 00 c. Existing - Natural & Man Made Features within 500 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. 5KSRECM0W5ARE REWRED f. Existing & Proposed Contours of the Site (Minimum 2'Intervals) 0 0 765-1������®�� g. Location of all existing & proposed structures, roads, ®O� —cartprovide C��u���4o®� driveways, sidewalks, drainage improvements &utilities. �� _ 4®tion h. Spot Grades & Finish Floor Elevations for all existing& $ aX proposed structures. I. Location of proposed Swimming Pool-and discharge ring. 0� j. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area(s). 00 I. Location of proposed concrete washout area(s). 0� I M. Location of all proposed erosion&sediment control measures. =0 ®CJ4L�®Lt 3S 2. Stormwater Management Control Plan must include Calculations showingShancli to: that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch 0O rainfall/storm event. 5,;:-:449 exposed and/OF inacAlve 59ils 3. Details&Sectional Drawings for stormwater practices are required for approval Items requiring details shall include but not be limited to: a. Erosion & Sedi-hent Controls. b. Construction Entrance & Site Access. 15.600 c. Inlet Drainage Structures (e g.catch basins,trench drains,etc.) 0� d. Leaching Structures (e. . infiltration basins,swales,etc.) 1'01'k ENGINFEIRIN ' DE:PAIZ,T E USE ONLY x Additional Information Is Required. I Reviewed & I Stormwater Management Control Plan Is Not Complete. Approved By: — - - - - -I - --- - - - - - - - - - - - - - - - — i Stormwater Management Control Plan is Complete. Date- S i SMCP! has been approved by the Engineering Department. I FORM * SWCP heck List -TOS MAY 2014 �4SUF�oLk�o Town Hall Annex ��� GAG Telephone(631-1802 54375 Main Roado Fax(631)734-9502 P.O. Box 1179 v� + Southold, NY 11971-0959 a BUILDING DEPARTMENT NOTICE OF UTILIZATION.OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION ANDLOR TIMBER CONSTRUCTION Date: ��yriG� I , Zo l • Omer:-- Location wner:Location of Property: 6 6L kYoo Please take notice that the (check applicable line): New residential,structure - Addition to existing residential structure ; Rehabilitation to an existing residential structure y; r to be constructed or performed of the subject property!•eference above will utilize ' (check applicable line): Truss type construction (TT) Pre-engineered wood construc�iot? (PW),, r - Q , Timber construction (TC) -= in the following location(s) (check applicable line): _ Floor framing, including_girders..and;beams Roof framing (R).' , Floor and roof framing (FR) Signature: Name (person submitting this form): k)¢</V+wly UQ� Capacity(check applicable line): Owner VOwner representative TrussResReg15.docx Effective 1/1/2015 i 6" DIAMETER REFLE5P%AN IVE RED, ROMAN ALPHAUMERIC NTONE ° DESIGNATIOtE•OF CONSTRUCTION (PMS)#1'87 'r - a -* TYPE BASEDON SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE 2'MIN. REFLECTIVE WHITE 1/2" STROKE FOR-S't`RUC"fltR'EtL - - __.__._--••----_.__.------:_.--•----_____ .F._ ,C.9MPONEVX$THAT ARE OF - TRUSS CONSTRUCTION — - "F" FLOOR FRAMING,INCLUDING GIRDERS AND B,EAMS,� "R" ROOF.-FRAM MI G•. "FR" FLOUR A' b ROOF FRAM114G TRUSS USS I DENTI FI\Nfll CN SIGN COMDUANCE VVITH 19 W.CRR PART.1265tM im- ti - wrloscxE coaES oIV11C EXAJvR E TRJSS IDEMIFICATION SIGN DAT:M OW2005 NEVA YORK STATE DEPARTMENT OF STATE ti Al' DIVISION ®F CODE ESIFORCEME-IST AND ADM1NISTI ATION TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE I DIST.1 SUB. LOT 4 C') 7xtz� 1�11%11V?;tl ) (0 �� \1 / A ? a— V.) >1 3'4 f t a 71 r FARMER OWNER N E et- Cgd, 0 . S W TYPE OF BUILDING f 7 zz e RES. SEAS. FARM COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS 30o o r) 311111, Pry, szienld n cum e 11f v;-i CL (?C,;- AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Tillable I Tillable 2 Tillable 3 Woodland Swampland FRONTAGE ON WATER Brushland FRONTAGE ON ROAD 160 House Plot DEPTH BULKHEAD Total DOCK pv SOU;®�® Town Hall Annex Telephone(631)765-1802 AL 54375 Main Road ir 1W Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 PM December 22, 2015 BUILDING DEPARTMENT TOWN OF SOUTHOLD Donald &Alberta Marcy 59 Fairfield Ave Hauppauge NY 11788 Re: 825 Arrowhead Lane, Peconic TO WHOM IT MAY CONCERN: The low g Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Ap lication for Certificate of Occupancy. (Enclosed) EI ctrical Underwriters Certificate. CSc GI (a��cl ✓ l y���� V fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT - 39695— New Dwelling R FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK ✓ hereby certifies to: THE TOWN OF SOUTHOLD that a search has been made for a chain of title of the premises described Parcel A(subject premises) and for a chain of title for each parcel adjacent to said Parcel A from January 1, 1980 to date. The purpose of this examination is to determine if any contiguous property was owned by an owner of the subject premises since the date of any previously applicable zoning ordinance as of January 1, 1980. This affidavit is made to assist the Board of Zoning Appeals to the Town of Southold to reach any determination which requires as a basis therefore, the information set forth herein and knowing full well that said Board will rely upon the truth thereof. Liability of this company, under this certificate, is in no way to exceed the sum of one thousand dollars ($1,000.00). First American Title Insurance Company of New York (See letter annexed hereto.) Advantage,Title Agency, Inc. —A CV,( 2 Debra R. Thompson, Esq., Fo e Company Sworn to before me this /3Jay of G,-r-C �'1 , 2015 Notary ubl c • TRACY NICOLETTI CO LLAHAN Notary Public,State of New York No.01 N16071474 oualified in Suffolk County Commission Expires March 18,201 Re: Title No.: SSA-33333-15 Search Effective: January 29, 2015 at 9 a.m. Parcel "A" Subject Premises District 1000, Section 098.00, Block 03.00 and Lot 005.000 DEED Nathaniel 0.Abelson Dated: December 1, 1964 Recorded: December 7, 1964 to Liber: 5665 William C. Blake and Patricia L. Blake, his Page: 157 wife DEED i William C. Blake and Patricia L. Blake, his Dated: December 28, 1981 wife Recorded: January 15, 1982 to Liber: 9129 Thomas S. Gleeson and Pamela B. Page: 118 Gleeson, his wife First American Title Insurance Company of New York (See letter annexed hereto.) Advantage Titl Agency, Inc. Debra R. Thompson, Esq., For the pany Sworn to before me this Oday of -12015 Notaryu Ilc Notary Public,state of New York No.01 N16071474 Oualified in Suffolk County Commission Expires March 18,20, Parcel "A" Subject Premises District 1000, Section 098.00, Block 03.00 and Lot 005.000 DEED Thomas S. Gleeson and Pamela B. Dated: July 25, 1986 Gleeson, his wife Recorded: August 8, 1986 to Liber: 10096 Pamela Blake Gleeson Page: 287 LAST DEED Pamela Blake Kelly f/k/a Pamela Blake Dated: January 25, 2013 Gleeson Recorded: April 18, 2013 to Liber: 12727 Alberta S. and Donald R. Marcy, as wife and Page: 14 husband First American Title Insurance Company of New York (See letter annexed hereto.) Advantage Title Agency, Inc. Debra R. Thompson, Esq., For the 99t p ny Sworn to before me this/3 day of 2015 of / TRACY NICOLETTI CALLAHAN Notary u k Notary Public,State of New York No.01 N16071474 Qualified in Suffolk County Commission Expires March 18,20 Parcel "B" Premises to the North District 1000, Section 098.00, Block 03.00 and Lot 004.001 DEED Henry D. Horton a/k/a Harry D. Horton and Dated: June 11, 1962 Philip Goldsmith Horton, Jr. Recorded: July 2, 1962 to Liber: 5190 Nathaniel 0. Abelson Page: 148 NOTE: This deed covers premises and more. LAST DEED Elaine N. Abelson, as Trustee and Executrix Dated: December 22, 2000 of the Last Will and Testament of Nathaniel 0.Abelson, deceased on March 30, 1999, New York Letters issued July 27, 1999 Index Recorded: January 24, 2001 Number 2519-1999 to Liber: 12098 Glenn McNab and Yvonne McNab Page: 632 First American Title Insurance Company of New York (See letter annexed hereto.) Advantage Title A e y, Inc. Debra R. Thompson, Esq., For the pany Sworn to before me this day of r , 2015 TRACY NICOLETTI CALLAHAN Notary Public,State of New York Notary P bli No.01 N16071474 _ Qualified in Suffolk County Commission Expires March 18,20 Parcel "C" Premises to the South District 1000, Section 098.00, Block 03.00 and Lot 007.001 DEED Henry D. Horton a/k/a Harry D. Horton and Dated: June 11, 1962 Philip Goldsmith Horton, Jr. Recorded: July 2, 1962 to Liber: 5190 Nathaniel 0. Abelson Page: 148 NOTE: This deed covers premises and more. First American Title Insurance Company of New York (See letter annexed hereto.) Advantage Title Agency, Inc. Akll--yL- Debra R. Thompson, Esq., For the mpany Sworn to before me this L�day of 2015 TRACY NICOLETTI CALLAHAN Nota ubljC Notary Public,State of New York ry J Qualified No.01 l ed in Suffolk County Commission Expires March 18,20LS S Parcel "C" Premises to the South District 1000, Section 098.00, Block 03.00 and Lot 007.001 LAST DEED Elaine N.Abelson, as Trustee and Executrix Dated: November 30, 2000 of the Last Will and Testament of Nathaniel 0. Abelson, deceased on March 30, 1999, New York Letters issued July 27, 1999 Index Recorded: December 29, 2000 No. 2519-1999 to Liber: 12093 John F. Woods and Susan K. Woods, Page: 440 Trustees or their successors in trust, under the Woods Living Trust, dated September 1, 1999, and any amendments thereto First American Title Insurance Company of New York (See letter annexed hereto.) Advantage Title Agency, Inc. rc Debra R. Thompson, Esq., Fo e Company Sworn to before me thisz day of 2015 TRACY NICOLETTI CALLAHAN Nota Ubll NotPublic, State of New York ry No. 01 N 16071474 Qualified in Suffolk County Commission Expires March 18,20LY Parcel "D" Premises to the East District 1000, Section 098.00, Block 03.00 and Lot 029.000 DEED Paul L. Chapman, Sterling R. Chapman and Dated: August 13, 1971 Ruth L. Backofen Recorded: September 27, 1971 to Liber: 7013 Ruth L. Backofen Page: 71 NOTE: Ruth L. Backofen, died on April 25, 1981 Surrogates File No. 420-A-1981. The following three (3) children are listed as her heirs: Richard B. Backofen, Henry A. Backofen and Patricia A. Hamilton-Jones. LAST DEED Henry A. Backofen, Patricia A. Hamilton- Dated: January 7, 1994 Jones, and Richard B. Backofen Recorded: February 22, 1994 to Liber: 11665 Richard B. Backofen Page: 354 First American Title Insurance Company of New York (See letter annexed hereto.) Advantage Title Agency, Inc. Debra R. Thompson, Esq.,r Company Sworn to before me this)3_day of 2015 TRACY NICOLETTI CALLAHAN Nota Pu Notary Public,State of New York Notary No.01 NI6071474 oualified in Suffolk County Oommission Expires March 18,20 Parcel "E" Premises to the East District 1000, Section 098.00, Block 03.00 and Lot 030.000 DEED William C. Blake and Patricia L. Blake, his Dated: July 20, 1976 wife Recorded: July 22, 1976 to Liber: 8074 Donald A. Dohrman Page: 11 DEED Donald A. Dohrman Dated: July 1, 1992 Recorded: July 30, 1992 to liber: 11510 Christiana M. Fisher and Pamela L. Fisher Page: 311 First American Title Insurance Company of New York (See letter annexed hereto.) Advantage Title gency, Inc. Debra R. Thompson, Esq., For Company Sworn to before me this f day of �a,'��'� , 2015 TRACY NICOLETTI CALLAHAN (� Notary Public, State of New York otary P clic No. 01 N16071474 Qualified in Suffolk County Commission Expires March 18,20I Parcel "E" Premises to the East District 1000, Section 098.00, Block 03.00 and Lot 030.000 LAST DEED Christiana M. Fisher and Pamela L. Fisher Dated: July 30, 2007 Recorded: August 13, 2007 to Liber: 12517 Joseph Pizzingrillo and Mary Pizzingrillo, his Page: 779 wife First American Title Insurance Company of New York (See letter annexed hereto.) Adva%eT A ency, Inc. Debra R. Thompson, Esq., For t pany Sworn to before me this day of 2015 TRACY NICOLETTI CALLAHAN Nota u is Notary Public,101N16071474State of eW York ouahfied in Suffolk County Commission Expires March 18,201 Parcel "F" Premises to the East District 1000, Section 098.00, Block 03.00 and Lot 031.000 DEED Frederic J. Porter Dated: June 21, 1947 Recorded: June 23, 1947 to Liber: 2720 Edward J. Costello and Helen M. Costello, Page: 124 his wife NOTE: Company finds no proof of death in the Suffolk County Clerks Office for Edward J. Costello or Helen M. Costello. DEED Mildred R. Schoch, as sole residuary Dated: October 29, 1985 beneficiary and Executrix under the Last Will and Testament of Helen M. Costello, Recorded: October 30, 1985 deceased to Liber: 9904 Mildred R. Schoch Page: 376 First American Title Insurance Company of New York (See letter annexed hereto.) Advantage Title Agency, Inc. & �� C� Debra R. Thompson, Esq., Fo a Company Sworn to before me this3day of 2015 TRACY NICOLETTI CALLAHAN Notary Public, State of New York No c No. 01 N16071474 Qualified in Suffolk County Commission Expires March 18,20�� Parcel "F" Premises to the East District 1000, Section 098.00, Block 03.00 and Lot 031.000 LAST DEED Mildred R. Schoch Dated: June 10, 2004 Recorded: June 29, 2004 to Liber: 12327 Paul Schoch Page: 843 First American Title Insurance Company of New York (See letter annexed hereto.) AdvanU/eency, Inc. Debra R. Thompson, Esq., For the pany Sworn to before me this 45day of il 2015 TRACY NICOLETTI CALLAHAN Not Pu IC Notary Public, State of New York No 01N16071474 Qualified in Suffolk County Commission Expires March 18,201 Y Parcel "G" Premises to the West ARROWHEAD LANE, PECONIC First American Title Insurance Company of New York (See letter annexed hereto.) Advantage Ti le Agency,IInc. Debra R. Thompson, Esq,, Fort ompany Sworn to before me this day of { C , 2015 TRACY NICOLETTI CALLAHAN Nota UbIIC Notary Public,State of New York ry No.01 N16071474 Qualified in Suffolk County Commission Expires March 18, 20 S.C.T.M. NO. DISTRICT: 1000 SECTION: 98 BLOCK: 3 LOT(S):5 _�¢ L Lu 1 � E `UAI Xj. pi ® 0 ®q ;a d a 7;11 t►�� 7rn 3: -C) v . p - 0 °t7 O c LOT 4 f , ul DWELLINGS � � I 00 W/PUBLIC WATER I 150' MON MON. O 1.5'W 1.6'N MON. z , 0/L 0.2'E 0.2'E RREEMAINS OF N84909'50E 135.83 EL 35.3 IL FENCE MON. I 0.2'S EL 34.9 d 1.7'W U PRINCIPLE BLDG. ENVELOPE 50' I � CL 5.3 �n En I I O � PROPOSED DRIVEWAY C I I y� t-i � �I ecvlk N O LOT 5 I __4 MI �o o m VCn- EL(35.0) 30.1' 35 0) I Z zl v DWELLINGS I $ N x DWELLINGS -- ,--r�- -- ---- ------ - - - - m - - WfNJdLI(; 1'br�ItK `_'_'� 'C .,.•'^,,r'y - -- c�-.� _ - - -- - - rr�. .._ —9.'�.c.. --'- - 150' I `� -GD(35.5) O z A 150' z I z I Z j IL 35 0 Q ® to O cn CL 35 2 o o I 3 In 50.0' 5 o I in IQ SUN iv I MIN o F LO � � y 10' MIN PROPOSED ROOM op I i STY FRM. ELEV. 35.0 yy� DWELLING MON. OR BROWN LIL#6 o t1 J/825 0.3'E DY LOAM 1. I C x (FFL 37.5) BROWNN ` GAMY SAND 2.5 -n% PALE Q 60 5' � EL(35.0) BROWN I EL(35.0) EL 34 7 MEDIUM I 1 TO I COARSE CL 35:0 —._ .— — J v, MON. PROPOSED WATER SERVICE 1 1.7'N EL 35.1 148.57' ATKCORNER 0.3'E S84°09'50°w I STK.FND. AT CORNER DWELLINGS W/PUBLIC WATER I LOT 6 150' 17' I ZONED R-40 NON-CONFORMING LOT THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL FRONT YARD SETBACK - LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS REAR YARD SETBACK - 500'' SIDE YARD SETBACK -15' (35' TOTAL) AND OR DATA OBTAINED FROM OTHERS. AREA: 22,754.45 SQ.FT. or 0.52 ACRES ELEVATION DATUM.. ASSUMED ------------------------- UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE, THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: LOT 5 CERTIFIED TO: DONALD R MARCY; MAP OF: ARROWHEAD COVE ALBERTA S. MARCY; FILED: JUNE 20, 1963 AS #3810 SITUATED AT: PECONIC - TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK - Professional Land Surveying and Design�✓c� P.O. Box 153 Aquebogue, New York 11931 _ FILE #14-67 SCALE: 1"=,30' DATE:,4PRIL 18, 2014 ' PHONE (631)298-1588 FAX (831) 298-1588 N.Y.S LISC. NO. 050882 maintaining the records of Robert J. Hennessy do Kenneth M. 1loychuk S.C.T.M. NO. DISTRICT: 1000 SECTION: 98 BLOCK: 3 LOT(S):5 N NSC K B0 Ali D EIN 11 SUN 9 2m .: r-- DLD'G DEPT TON!f`OF SOUTHOLD 0 t6 o ,n Zn u-) 0 z DWELLINGS W/PUBLIC WATER to 150 Lri MON. MON. O 1 'W 1.6'N MON. Z ' 0/4 0.2'E 0.2'E REMAINS OF N84®Q9''jQ„E 135.83 EL 35.3 RAIL FENCE MON. 0.2'S EL 34.9 Y � 1.TW , PRINCIPLE BLDG. ENVELOPE I V � I O 0 0 1 PROPOSED DRIVEWAY G I r+ I O x: m w s 0i! m (EL 35.0) EL(35.0) h� CC 41.0' jC�....,•N. rn....r.....r.........:... .....r::. ZI z --- DWELLINGS - I _% ------ -----=._•.. :;:. ,•,L:6.3'1•:):,— - — - -� ^. _DWELLINGS - =-- W PUBLIC WATER----------' ^ "' °p:::;::'.: •:':,:.::r t:•: �� EL 34.9 W/PUBLIC WATER-- 150' I CJi m `°?.,i::3:.;,;'.?;?>+.•'2;'.': 150' I j 40.1 ..:.•;�::::,;;�:::�:�:f,:t;:�`•:'::. .•�, o CL 35.2 ',n:;;:),? ?:•:•: ............. O j C `' ''FOUNDATION LOC. 06-18-15 " ELEV. 35.0 ! F—� ?'i'?'... .9 ,rrFl 4�... '` 50.0' OR BROWN LIL6 1 !—� --� �; `'TF 36.3`-'--`-""--'12: :• .7'eo 5.9 MON. DY LOAM 1, .�., 0.3'E i 0 PALE 50.3' BROWN ! N.•.?....?((:;;•'r.•.:?:'„•,......•......'.........,:;y,•{;:,;•'ii.:, MEDIUM j TO ........... :::?::?•, ::of EL(35.0) :: . „. COARSE 1 7';i.?:.:r:`f:i:'i'v: SAND EL(35.0) EL 34.7 12.8° j _ Ln CL 35.0 V' o _•,_•, • _••_••_ •_• _••_ ,_•,_•,_.._.,_•,_•, v MON, PROPOSED WATER SERVICE - STK. FND. WATER I 1.7'N EL 35.1 148.57 AT CORNER IN 0.3'E S84®0950"w PALE STK.FND. BROWN AT CORNER DWELLINGS MEDIUMTO IN/PUBLIC WATER COARSE 150' SAND 17' • FOUNDATION LOCATION 06-18-15 ZONED R-40 CHANGE HOUSE FOOTPRINT 05-20-15 NON-CONFORMING LOT FRONT YARD SETBACK - 40' THE WATER SUPPLY. WELLS, DRYWELLS AND CESSPOOL REAR YARD SETBACK - 50' LOCATIONS SHOWN ARE FROM FIELD OBSERVA71ONS SIDE YARD SETBACK -15' (35' TOTAL) AND OR DATA OBTAINED FROM OTHERS AREA: 22,754.45 SQ.FT. or 0.52 ACRES ELEVATION DATUM. ASSUMED___________________ UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: LOT 5 CERTIFIED TO: DONALD R MARCY; MAP OF: ARROWHEAD COVE ALBERTA S. MARCY; FILED: JUNE 20, 1963 AS #3810 SITUATED AT: PECONIC TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK 01 Professional Land Surveying and Design ' /�L. * P.O. Box 153 Aquebogue, New York 11931 FILE APRIL 18, 2014 T PHONE (831)298-1588 FAX (631) 298-1588 #14-67 SCALE: 1 =30 DATE: N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk S.C.T.M. N0. DISTRICT: 1000 SECTION: 98 BLOCK: 3 LOT(S):5 #R10-14-0048 ROAD INDIA ........... F NiENT OF hiiALTH sF--rNVICES S FOR f APPR0V' ciVENCE 0 0 i DF-C 1 O C! (0 -tio�t1'elve been tn 'Ie 5ej,-aC,,?e.;s,,Osaj and water suPoly f-�'C711'liss at L ioc-' .- tound to to ul by 0* s.- ps DkOOrsand Dnpqf,��' le�,j or r z inspected andior c3tlilo� um()F, be ,afi,sfactory FOR A MIAXINI' Walter J. '-'t, F Vh r A CL E r�_qr 8131! o't' Office Ole W.,.31j,,ewater Manp_geMrnent DWELLINGS o W/PUBLIC WATER ca 150' u� K MON. MON. O 1.5'W 1.6'N MON. 13.5j,39 O/L0.2'E .140 I.5'N REMAINS OF 0.2'E RAIL FENCE N84009950POE EL 35.3 MON. 0.2S EL 34.9 1.VIN Ll 0% t CRUSHED STONE DRIVEWAY' C X. @1 ot ti z lr 0.1 EL 35.5 41.0' 8 0 EL 35.5 ....... t DNC. o GARAGE' M GF 36.0• rn n Z! BILCO z --ZM 0, LUNGS e--, Rn '0000000� 0q"':............ W/PUBLIC WAT (-n r EL 34.9 INIPUBLIC WATER 150' 0 M WOOD 150' STEPS 33 E 350 /40.1 CL 35.2 -uo ..... . 5 0 WOOD 30 J STY FRM.::.". TEPS 19. • DWELLING ELEV. 35.0 to ",,,:-FFL 50.0' * ­ "' * :,:", 7" MON. ELEC. 2., 5 9' DR BROWN LIL#6 O.SE SANDY LOAM METER CM PALE 4.7' 50.3' BROWN UNDERGROUND L.P GAS MEDIUM i b r TO COARSE I W.M. 46.7',:--*—* EL 35.5 ...... EL 34.7 SAND 12 8' I WATER SERVICE EL 35.5EGRESS CL 35.0 148-57' AT G WINDOW WELL '-4 GEN. W! STK. /III MON. is CORNE DEC 15 2015 WATER I 1.7'N EL 35.1 IN I 0.3'E S84009'50"W PALE STK.FND. BROWN AT CORNER DWELLINGS [3LDG [)FPT MEDIUM TM0 OF TO IN/PUBLIC WATER COARSE 150, SAND 17' RE CIE-- FINAL SURVEY 12-05-15 FOUNDATION LOCATION 06-18-15 OFT - 12 2015 CHANGE HOUSE FOOTPRINT 05-20-15 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL SUFF.CO. HEAU�H SEF-WI'CES LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS 01 r, W 5 T V' �, i 1�L�rf T ELEVATION DA TUM.- ASSUMED Pu g AND OR DATA OBTAINED FROM OTHERS, � . ------------------- AREA: 22,754.45 SQ.FT. or 0.52 ACRES E A UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A -VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: LOT 5 CERTIFIED TO: DONALD R MARCY; MAP OF: ARROWHEAD COVE ALBERTA S. MARCY; FILED: JUNE 20, 1963 AS #3810 SITUATED AT: PECONIC TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 PHONE (631)298-1588 FAX (631) 298-1588 FILE #14—.1 67 SCALE: 1 "=30' DATE:APRIL 18, 2014 N.YS. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk oC 0 U z Q � z MARCY RE51DENCE m N84°09'50,1 s5•a3' 51TE PLAN (EL.35.3) SCALE: I+" = I'-0" gSCTM: 1000-98-3-5 Ln o N Information taken from survey prepared by O (EL.34.9) Kenneth M. Woychuk Land Surveying, PLIC N DRIVEWAY RUNOFF CALCULATIONS: w Professional Land Surveying * Design TRARY CONSTRUCTION DlzivewAY DRYWELL 1390 x.167 x 7.5 = 1740 1 of runoff EMPO ° Aquebogue, New York \ @(1) P-0�x a1-o"O capacity=300 gallons b dated April 15, 2014 `t DRIVEWAY TO BE R.C.A. FILL 1 1740/30p=5.8 (� Runoff Containment Requires: �p BU1I.DING ENVELOP>w G"ABOVE EXISTING GRADE. , \ (1)0-O"deep x 6-0"0 ring OUTLINB WILL BE REMOVED, NEW STONE �/ (prou�des total capacity} � PROPERLY AREAS: W � Existing Lot Area: 22,754.45 scl.ft. DRIVEWAY INSTALLED * REMAINDER < o TO BE SOIL� SEEDED UPON ° Proposed New House: 333 1 .5 scl.ft �� ONSTRUCTION CQMPL>�T10N OF ROUGH CONSTRUCTION � � ° "STAGING AREA" � ° ° (with garage � porch) CC o CO ETE �SHOUTD a ° ° Total Area: 333 1 .5 sd.ft. G S`\ PITCHE . . . TOTAL LOT COVERAGE: I14G% / O FITCH °, ° o n A.CENTER DRAIN ROOF GUTTER CONSTRUCTION TRUCKS, w/g"f5IPE ° EQUIPMENT, TOOLS, ETC. TO v a ° °. DRYWELL (e 4 9>° a Area of Construction Includes: ENTRANCE PROPERTY HERE. U. °d a ° ° New House * Garage 3259 scl.ft, r ° d PItCHED I' New Porch 72.5 sal,ft, v J O (EL.35.0) SOIL 5TOCKf'ltEDURING - 4o'-I I /z° 24`8°' ( / : :EXCAVATION FOUNDATION extent of Construction: 333 ► .5 sa.ft. OUTLINE OF FINAL --- � : : :CONSTRUCTION. TO 5E Extent of Land Disturbance: II DR)VEWAY; PERMEABLE DKYWELL : :REDISTRIBUTED AROUND HO 5E 16,000 sa.ft.+/- STONE MATERIAL . . UPON APPROVAL TO 5ACKFIL " N Including driveways, excavating, septic, etc. PROPOSED A "TO BE CONTAINED FULLY 1=3EHIND LEADER > Q GARAGE / SILT FENCING Q (�L.35,5) DRYWELL I h1-41t10L1E B' �" TEST HOLE XTEN ION S ELEV. 35,0' . . . . . . (EL.34.9) DRK BROWN UNEXCAVATED 5ANDY LOAM 5 0 1 L GRADE IL1 NX/40'-1 n TI_5 HOLE AS DONE BY 5 O BROWN / RUNOFF NOTE: 0 KI'`-NNETH M.NlOYCHUK LOAMY SAND Q LANDSURVEYING,PLLC Gutters continuously around; Leader loications as per L a PROPOSED 2 / �� ` `'\ �� installer .- all leaders drain to , ENTRY PORCH NEW HOUSE 101- h MIN G" O PVC pipe to new drywells, �- n/ (EL.37,Q) PRECAST — `_�/}, 2,_11 1/2�� RUNOFF CALCULATIONS: DRYWELL r Q 2'-8 U2" 5`j1, PALE BROWN 3G7O x . I G7 x 7.5 = 459G gallons of runoff '- o DRYwELL4 MEDIUM @ (1) P-0" x 8'-0" 0 capacity = 300 qjallons -Z � TO LEADER ELEVATION /SECTION 4594 / 300 = 15.3 d v APPROX. LOCATION q C9AN,E Not to Scale Runoff Containment Requires: o m OF SCHS APPROVED v SEPTIC FIELD AS DESIGNED 4 N �� 4) 4'-0"deep x &-0" 0 ring 5Y KENNETH WOYCHUK / p Q LAND SURVEYING,PLLC / provides 4800 total capacity) � Ln00 ro 50'_ _ © o CO SILT FENCE SITE PROTECTION; TO BE INSTALLED PRIOR TO TIE START OF CON5TRUCTFON- _ (EL.35.0) CONTINUOUS AROUND PROPERTY p l/ (EL 35.0) -' (EL,34.7) FD cn proposed Waw — �-- zr (EL.Z!15.1) V � 50' MIN. z U BUT SUFFICIENT TO KEEP J m M SEDIMENT ON SITE D u �. C. to C. w SILT FENCING CONTINUOUS AROUND F'ROPERTY s TO _ Z U > EITIIER SIDE OF ENTRANCE U GRADE O Q U � z = L; z 7-- CLI a f - T ) � �0 zu MI w Q a(A �Q O Uj G 'YAG x= PER5PECTIVE VIEW a Q 30 MINIMUM 2 x 2 O O „" � FENCE POST U N LU CL C\j f4.C1Efi .); "y Z z s` w WOVEN WIRE FENCE PLAN VIEW o (GxG - 10 / 10 WWF) w —+ -►' `6m i — ZNV N FILTER CLOTH 2 O m ' O 4" �0 .. SLLJ � ODE DRAINAGE INSPECTIONS AIRE REQUIRED � U _ Contact TOS Engineering at 765-1560 before EMBED FILTER CLOTH G�d� Backfill,OR Provide Engineer's Certification MIN. G" INTO GROUND R O A D EXISTING GRADE that the drainage has been installed to Code. 4" � CONSTRUCTION ENTRANCE -EXISTING STONE EROSION£.�SEDIMENT CONTROLS --- -� Shall include but not be limited to: _ SILT FENCING DRIVEWAY; TEMPORARY CONSTRUCTION DRIVEWAY t NOTE: TO BE RCA BLEND G" ABOVE GRADE A well maintained Construction Entrance, MAXIMUM DRAINAGE AREA Wire Backed Silt Fencing,stabilization & I/2 ACRE / 100 LINEAR FEET �peding of exposed and/or inactive soils_ ENG 1�� SECTION DETAIL ✓ SECTION DETAIL Ni S?F`S`i�t7�IV1WATER'�11ANAEMN* ?,ar /' �'e h' � PAGE: µ TEMPORARY. CON5TKUCTION ENTRANCE - NT5 SILT FENCE DETAILS - NT5 UNAUTHORIZED ALTERATION OR ADDITION TO IS DRAWING AND RELATED Site DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y,5. EDUCATION LAW cz NAARCY RE51DENCE 0 U z Q z m NB,+°09'50'E 35.83' SITE PLAN (EL.35.3) SCALE: 6' = P-0" g SCTM: 1000-98-3-5 Ln ° N Information taken from — survey prepared by ON Kenneth M. Woychuk Land Surveying, PLLC (EL.34.9) w Professional Land Surveying � Design TEMPORARY CONSTRUCTION Ac�uebogue, New York DRIVEwVAY TO BE R.C.A. FILL b =April 18, 2014 m pF BUILDING ENVELOPE G" ABOVE EXISTING GRADE. OUTLINE ° PROPERTY AREAS: WILL BE REMOVED NEW STONE N W ~ Existing Lot Area: 22,754.45 s,:I.ft. DRIVEWAY INSTALLED * REMAINDER TO BE SOIL *SEEDED UPON ° Proposed New House: 333 I .5 sq.ft COMPLETION OF ROUGH CONSTRUCTION CONSTRUCTION ° "STAGING AREA" (with garage porch) a ° CONCRETE WASHOUT Total Area: 333 1 .5 sq.ft, a TOTAL LOT COVERAGE: 14.G% CONSTRUCTION TRUCKS ° ROOF GUTTER / O EQUIPMENT, TOOLS, ETC. TO (e�,34.9j° a Area of Construction Includes: New House * Garage 3259 sq.ft. ENTRANCE PROPERTY HERE. a a ° New Porch 72.5 sct.ft. —4a-i I v2° _24`5" OUTLINE OF FINAL (EL 35.0) \ : :SOIL STOCKPILE DURING Extent of Construction: 333 I .5 sa.ft, -II � '.':EXCAVATION � FOUNDATION / .: :CONSTRUCTION, TO BE Extent of Land Disturbance: _ DRIVEWAY; PERMEABLE DRYWELL : :REDISTRIBUTED AROUND HO 5E 16,000 scL.ft.+l- STONE MATERIAL N UPON APPROVAL TO BACKFIL Including driveways, excavating, septic, etc. (� J PROPOSED "'TO BE CONTAINED FULLY BEHIND LEADER � U GARAGE / SILT FENCING Q (t) (EL.35.5) HOUSE DKYWELL I 6.41 \ B' ° TEST HOLE EXTENSION ELI 35.0' (EL.34.9) D BROWN UNEXCAVATED 5AN DY LOAM SOIL, GRADE Z (EL,35,0) \ \ \\ \ DROWN \ \ RUNOFF NOTE: TEST HOLE AS DONE BY w F) KENNETH WO p Gutters continuously around, W LAND SURVE(ING,PLLC LOAMY SAND PLLC 2 6 / \ /\/� /� /� Leader locations a5 per = o, PROPOSED \ \ �� `� \ to ENTRY PORCH NEW HOUSE I Oi-Oii MIN G"0 I'VC pipea�o newrdrywell5. � -- (EL.37.0) --7� PRECAST z l i 1/z, RUNOFF CALCULATIONS: Q z'_g 11Z` 5' I I11 PALE BROWN DKMELL 3670 x . I G7 x 7.5 = 459G gallons of runoff o DRYWEILL 4 MEDIUM @ (1) P-0" x 8'-0" 0 capacity = 300 gallons > 43-7 1/2" _ \ TO LEADER ELEVATION /SECTION 4598 / 300 = 15.3 Q u? APPROX.LOCATION Q _ C5ANOE Not to Scale e Runoff Containment Reciuir5: o z OF SCHS APPROVED y !, n L �O SEPTIC FIELD AS DE5IGNED C3 N L/ Q O BY KENNETH WOYGHUK �, (4) 4-0 deep x 8-0 � ring LAND SURVEYING, PLC / b / O Q (provideN s 4800 total capacity) O 50'_3.. Q (!) C) N ` Q 4,-61 m SILT FENCE SITE PROTECTION; CD TO BE INSTALLED PRIOR TO ° THE START OF CONSTRUCTION- (EL.35.0) CONTINUOUS AROUND PROPERTY > DRYWELL 2 40_8 ° (EL.35.0) (EL.34.7) [ t O 0 cv proposed water line z � (EL.35.J) 584°09'50"W 148.57 `/ Ln� 50' MIN, w z BUT SUFFICIENT TO KEEP 18'-0" MAX. C. to C SEDIMENT ON SITE J U z SILT FENCING CONTINUOUS V 1 AROUND PROPERTY s TO �— z L Q EITHER SIDE OF ENTRANCE ! \ O GRADE LL o z U OLQ o , z z Q w : z _ — ►- / r � J Q ' ^ O _ lL Q v r �' y< y` \ /r G.. MIN. W., `, o / f w (t) W w Q w Q r I ��O O w N S ECTIV VIEW ~_ PER �' E s 30 MINIMUM 2 x 2 z O r '�, � FENCE P05T U N Y ,: W p- [� r�ri1l� Z U > O C0 WOVEN WIRE FENCE PLAN VIEW z ° m (G x G - 10 / 1 0 WWF) LU o m z 77 d Z Ln z — I FILTER CLOTH _ 2 O O Lu p n i N _ -�a• � L I Y 1 Y I EMBED FILTER CLOTH G��E EXISTING GRACE N r ! MIN. 6 INTO GROUND ® as r 411 CONSTRUCTION ENTRANCE -EXI5TING STONE 1 SILT FENCING DRIVEWAY; TEMPORARY CONSTRUCTION DRIVEWAY W v pTO BE RCA BLEND G° ABOVE GRADE NOTE: " MAXIMUM DRAINAGE AREA 1/2 ACRE / 100 LINEAR FEET SECTION DETAIL SECTION DETAIL PAGE: SILT FENCE DETAILS NTS TEMPORARY CONSTRUCTION ENTRANCE - NTS - 51te UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENT5 15 A VIOLATION OF 5EC. 7209 OF THE N.Y.5. EDUCATION LAW 01---*F KI' t-7:- TRUSS PLACARDING REQUIRED MARCY RE51DENCE 2: [ L TTTIOVED h AS JKii ED C(--)%,;- tl ,'-k!.L SCDES OF oJ, s-i- & TOWN CoCES IN I--VJ Y' DATE: S.P.,a��LL! �4,s:0 F Ln A AND 0 S REQUIRED FEE: L)Y: NOTIFY BUILDI'�,1�4�r� DrEPARTMEl'.1T AT 765-1802 8 All TO 4 Piki FOR THIE. S 0 U-"r,,l FOLLOWING INSL"ECTIONS: C\J 1. FOUNDAi,ION - TWO REQUIRED ......... FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUViBINGC) 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE F09 C.O. OCCUPANCY OR ALL CONSTRUCTiON SHALL NIEET TWE REQUIREMENTS OF THE CODES OF NEW USE IS UNLAWFUL > -L J YORK STAT . NORESPONBLE FOR CERTIFICATE LU DESIGNORECONSfTRUCTIONSIERRORS. WITHOUT CE I LJ-J OF OCCUPANCY -0 Q0 i1;0 PROCEED WITH FRA,A1N(- 3 UNTIL SURVEY OF FOUNDATION LOCATIVII 7-N APPROVED. PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE L CERTIFICATEOF OCCUPANCY C) SOLDER USED IN V!A TER LLLU-1UPPLYSYST0.1CANNOT Li LJ LI LI LI � ,P ,YkLlt T —-—-—-— _U -JUL t d LULI —7 PLUMBING I TW2436 TW2436 TW2436 T11243�G — —LL ALL PLUMBING WASTE E LE crr� —UMUL — ILL LLL -L I h I LLLLJ &WATER LINES NEED 1 3, 0, ("—�l TW2442 iLILL LU-UTW2846 TW2846 TW2846 L[TAW2,34 TESTING BEFORE COVERING IELLL-LL L I U Llil LiLLUL-L J —L� LL I M I- ring ,ckfill,OR Provide En at iu- - L Contact-1-0S li"9 glnce�s Certlfi(.... LLLU P� 7he drainage as been in--;tailed to CDdu- o't Cq < FRONT ELEVATION M 0 (n 5CALE: 4 = I ,-o,, REScheck Software Version 4.6.0 LLJ Compliance Certificate C) Project Marcy Residence � z o Enemy cede- 2 010 New York Energy Cmselvation tncatfior: Suffolk County,New York cdcn Type: Single-family frojectType: New Construction Conditioned Floor Ares: Oft2 Glazing Ams 15% climate zone- 4 15756(11DD) fermit Date- (n (S) flernut Number LU) UnstrikWn Site: ChyrieffAgent. DesignelContracWr-. A,-mw4,c,.d Lane Wancy DwyerDez74gn Consuhnng, Feconir-ANY Imr- smfthold.NT com,charce: 0.0%setftr"tan co" ] 111 111111 H1111 1111 LLLL -UL Envelope Assemblies LL n C) NLLL —LL LU C) LL LU FrarrmFloor I-All-wood JoLVTrusy.0ver Unconditiored Space 2, 04 19.0 0.0 O�047 127 z 0 > — C0 LLL 7 C-D- z -- > WaN 1.Wood , ox- 2,1g2 15.0 13.0 0. 2 Atw IS' 077 14 :7 AALU Wk-,daw IL'AnA Framel)ovl3le Farm with Law-T= 235 0.220 7G LU J Mmr 1:Glass 59 OMO 30 z (S) U4-3 Cerling 1:Flat Ceiling or S63mcTn= 2,704 30.0 0.0 OMS 35 < CarrvfVance Stare m,ert Tke propox-el bu Iding cle-mig,t JezcAed here is0 co buile-W3 Flans,zpccAcationz,"other ca6Aationz submitted vim the permit application.The pn:,pwied bugdi 9 desig d to nwet the 2010 New York Rnmw LLQ ConrervatienCcratructioncode reqLireffmntsinRESc,�rh��e�aVets don4. 0 d to ol � Ln tie F,E.sci{reelc 1.--pest.CheJd;---L Matthew Sherman, PE 2 . 26 . 15 (S) Name-Tide T U"-e LEFT 51 DE (NORTH) ELEVATION 1 ,5CALE- P-0` 4 0 0i- NE C/4] //V 0 Pmeci:Thde:Marcy Residence Fkepwt date.- 02126nS (;1 CO Data filenarne-Untitied.rck page I i3f 6 -,y$ < LU 17- 10 083 SIN PAGE: S S 2 . 26 . 15 UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION Of 5ff-C. 7209 Of THE N.Y.S. EDUCATION LAW GENERAL NOTES: cz • All construction shall conform to the 2010 Residential Code of New York FRAMING NOTES: FLUM13ING * HVAC NOTES: Lu State; all local building and zoning codes; the 2010 New'York State Energy Conservation Code. All codes take precedent over these drawings and are to be . All lumber is to be Dou las Fir#2 or better at I G"on center • All plumbing work shall be done b a dui licensed lumber and must conform and adhere considered part of the drawings whether they are indicated on the plans or not. g p g Y Y p }- to all New York State building codes*saftey requirements. U • The reference standard used in the designs herein is the American Forest ll� • All wood framing in contact with concrete or masonry is to be pressure treated. 'ACQ'designation Q Paper Association Wood Frame Construction Manual for one and two family refers to current arsenic-free treated wood standards and shall take the place of'CCN • If wall plates or Joists are cut during the installation of plumbing fixtures or equipment z dwellings, 2001 Edition. contractor must provide appropriate bracing to tie framing back together. • All TJI's are to be installed in accordance with the manufacturer's specifications and shall include CID • The information on this set of construction documents, is to relate basic design squash blocking web stiffeners at bearing points on girders and other load bearing areas • Baseboard heating Is to be hot water and zoned. Plumbing contractor is to Intent and framing details. They are intended as a construction aid, not as a adequately size the system and place the baseboards in an unobstructive location in each room substitute for generally accepted good building practice aond are in compliance with . Structural Steel A5TM A3G- FY= 3G KSI required to recieve heat. Minimum of one thermostat for each zone will be required. current New York State building codes. The general contractor is responsible for providing standard construction details and procedures to ensure a professionally finished, structurally sound and weatherproof completed product. • All straps, connectors, plates, bolts, nabs, etc. are to be galvanized. Designated connectors, straps, • Plumbing flxtures to be Kohler brand or approved equal; color to be white, styles as etc. on these drawings are my by Simpson unless otherwise Indicated. All connectors, straps, etc. are to be selected by homeowner. Y) • General contractor to coordinate all subcontractors, echeduhng of work and nailed/bolted in accordance with the manufacturer's specifications. O interaction between trades. • Mechanical subcontractor Is responsible for adhering to all applicable codes and N • • All floor sheathing is to be 3-'AC C type plywood, tongue*groove and shall be glued and screwed to saftely requirements. The contractor is responsible for ensuring that all work and construction meets O or exceeds current federal, state and local codes, ordinances and regulations, etc. the floor Joists(G"o.c. edges t 12" o.c. field) • HVAC subcontractor to fully coordinate system data �requirements with the N These codes are to be considered as part of the specifications for this budding plan. e ui ment su lier and to provide finals stem layout drawing and submit It to general contractor, • solid blocking is to be installed every 8'-0"max. or mid span of all floor Joists with spans exceeding q P pp p Y Y 9 g w • If in the course of construction, a condition exists which disagrees with that as 8'-0". Blocking is to be installed at all point load bearing points. owner and equipment supplier for final review*approval. r f1 Q indicated on these drawings, the contractor shall stop work and notify the designer V J p f-the engineer immediately. Should he fail to follow this procedure and continue work, • Install double Joists under all partitions running parallel ELECTRICAL NOTES: Z he shall assume all responsibility and liability arising therefrom. O • All exterior wall headers to be 2-LVL's as indicated on floor plans 4 sections and all interior • All electrical work to be BOARD OF FIRE UNDERWRITERS approved and to include • Dimensions take precedent over scale -DO NOT 5CA�LE DRAWINGS. mstallation of fixtures*s ecifications as indicated on lans. Light fixtures to be su lied b headers are to be 2- 2"x 8"unless otherwise noted. All headers exceeding 5'-0"shall have a double p p 9 pp Y jack stud with a sin le kin stud *on exterior walls provide double sill late ical owner and installed by contractor. GFI outlets required at bathrooms and exterior areas. Install • The designer has not been engaged for construction supervision and assumes no J g 9 p p (typical). all outlets as per code. All work is to be done in strict accordance with the New York State Code > responsibility for construction coordinating with these plans, nor responsibility for construction means, methods, techniques, sequences or r2roceedure5 or for saftey . Provide insulation baffles at cave vents between rafters and soffit vents as Indicated by a licensed electrician. All new switches� outlets to be Levition, standard, supplied mstalled W precautions and programs in connection with the work indicated. There are no on plans by contractor. Contractor to do all hook-ups as required for bathrooms. I warranties for a specific use expressed or implied in the use of these plans. W O • Contractor to provide hardwired smoke detectors, with battery back up, and with • Exterior flashing is to be adequately installed at all connections between roofs, walls, no Intervening switches, on all floors and in each bedroom. Verify with local code chimneys, projections and penetrations as required by approved constrction practices. requirements as per Section R3 17 New York State Residential Construciton Code. Install carbon monoxide dFLOOR.PLAN NOTES: detectors as per code. (, • Dimensions shall take precedent over scale drawings, DO NOT SCALE DRAWINGS �J li! FOUNDATION NOTES: • All interior walls to be covered with z"gyspusm board with metal corner reinforcing. All f Q • General contractor review plans, elevations and details to determine drywall products, including gypsum board, screw,Joint compound, tapes*trim shall be U.S. intended heights of finished floor above typical grade. Gypsum Co. or approved equal. All Joints shall recieve 3 coats of joint treatment. Sand final coat to a uniform smooth surface. All walls, ceiling and interior of closets to be taped and • Existing foundation to be pinned and solid concrete filled with fasteners as shown spackled, 3 coats, ready for paint. in budding sections. • Interior paint to be Benjamin Moore, walls"antique white"and celmgs white, unless • Footings shall bear on undisturbed soil within bearing capacity of I.5 tons/sq.ft. otherwise decided by homeowner. All interior trim*mouldings to be high gloss white. • Concrete shall be FC = 3,500 P51 @ 28 days • Insulation ratings and installation locations as indicated on floor plans t-sections • Concrete on 4"sand or gravel fill minimum, with GxG - 10/10 welded wire mesh reinforcement. Interior slabs to be placed on G mil. stabilized polyethylene vapor • Interior doors to be solid core wood; style to be determined. barrier. Welded wire mesh is to be placed in the top third of the slab and is to be adequately supported by precast concrete bar supports to assure that the reinforcement • All bath it kitchen area walls and ceilings adjacent to wet areas to have water resistant is held In position during concrete placement and finishing. drywall, and provide wonderboard for all areas set to recieve tile. • Isolation Joints are to be installed between the slab and the walls. Use preformed • Kitchen to have granite countertops with ceramic tile backsplash; all baths to have Joint filler that is to be cut 1/2" below the slab surface and the resulting Joint is to be filled white ceramic the as selected by homeowner. with an elastomeric joint sealant. • General contractor to install cop-r-tex(or copper),sheet metal termite sheilds between all wood surfaces that are exposed to concrete or masonry surfaces. MQ L • Dampproof exterior of foundation wall with a bituminous coating; Foundation fl excavation is not to be backfilled prior to the installation of the floor framing. Q s z } 3 O Lo ? O ® C) co cn • •. U WL TIF I� U TW2436 Z C9 TW2846 TW2846 TW2846 TW3046 TW3046 =Q L JU LLD i rW1 60611I I l / t/ Ln Lu z [� J 28 � —� � 61LC0 U z z z o UI s ,^ O U J � BACK ELEVATION c SCALE: 4" = I ,-o,, U O Q) Oc N c� zc� > � � � z o > m z cf C) 4, Q zN Ln r- oLC � !� (Y) O N I LU LIL i TW2436 TW2436 i TW2846 TW2846 TW2846 I ® rJ�j j Z � ? so � � J ® tNG1 o�,� BIGHT SIDE (SOUTH) ELEVATION PAGE: SCALE: -011-0" n cru 08358& 44i� 2 OPESSIO � UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED 2 . 26 . 15 DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW IL/ LLJ0 U z Q Z tD O N O N (� N V J LLj Z Q Q J R/ 22,_4" 45,_6" 28'-0" O 10" 17-0" 9,2„ O 5-4 1/2"1—3'-1 112"—4—3'-1 112"4 —1 _ WI WI WI II �- <4 _ ui D2 � � Q U ' Q � Q OG70 T.O. = O 5'-6" z Z m SECTION N ih S CTION C 2"X 10" C.J. Q C ° @ I G" O.G. BATH W3 MASTER BEDROOM 320 5Q.FT. 24G o 17.2%LIGHT MARBLE 0.6%VENT SADDLE BILco SECTION — _7A � HALL WALK-IN n N c L 2'-1 /2" 6'-!O 12" 16-2" 6-2" 6'-8" I'-8" CLOSET 3070 T.O. 2670 T.O. o -Z >_ R-13 INSULATION _� 3 24 WITHIN WALL AROUND Q °� DI W2 W2 INSULATED w/ 3 z 0 NDOOR SWEEP OUTDOOR CLOSET p O T 4" 2'-0" 7'-0" T-6" CL05ET 3'-0" 6-2 Q 2 O 24(;8 O w0 O N 0 0 SECTION BATH MA BLE MUDROOM 2468 S/D O DEN AREA 7'_7" z'-o" 13.2" B A DLE 9'-0" CEILING HT. w CL05E 3'-4" z CLOSET ro PANTRY p Q 2868 w O 2468 > 9 X 4'- " f I" w � 2468 N 4— (n W i 2868 2668 N — CL05ET ' 2"X 10" C.J.om 0 0 W I 2870-PROVIDE 45 NTE USE 51MPSON HU SERIES FIRE RATED DOOR WI H ENTRY CONNECTOR TO CEILING 2668 z @ 16" O.C. o SELF CL051NG HINGE �j U' N DOOR SWEEP OW 4070 T.O. U O JOISTS @ FLUSH HEADER _ J m BEDROOM r 3- 14 LVL HEADER 3_ v U HALL LAUNDRY v n.2%LIGHT CD Q w 162 5Q.rT. ir) III W X — 4 D 9.690 VENT 0 ... N PARTIALLY DROPPED; a z 2- 7 4" LVL RIPPED DOWN w BOX OUT TRIM 3 ` WI WALL LEGEND: = I 3670 T.O. 3670 T.O. NT DR R S/D TO 5" ABOVE DOOR; PROVIDE II G'-lo° ^/ o TRANSOM WINDOW ABOVE w/ a z w T TUTSDE O NEW CONSTRUCTION L.� z 2- 9 2" LVL HEADER �O ( _N -' 2"X 4" STUD FRAME EXTERIOR WALLS, Lu _ [� o PROV. R-15 INSULATION Op o w R-15 INSULATION, g" PLYWOOD f— C o KITCHEN 1= J m w � I w = I SHEATHING ON EXTERIOR, HOUSE WRAP Cfl IIIWITHIN WALL COMMON TO rL w w 3068 2868 CEDAR SHAKE SIDING; - GYPSUM Q O J ARAGE 18" FIRE RATED DRYWA L Lo Q S/D POCKET 2„ ,^ • FLOOR J U v 1 =1N Q 0 � BOARD ON INTERIOR SIDE 2GG L m o ro� AREA 3 N CV U- GREAT ROOM MAKE, 2"X 4" INTERIOR STUD PARTITION,EO LnU z O w x CATHEDRAL CEILINGNt ADDL BATH 7Tl7Tl w/ I LAYER i' GYPSUM BOARD ON EACH z O - USE SIMPSON HU SERIES nl SIDE; USE MOISTURE/MOLD RESISTANT Q U z x - CONNECTOR TO CEILING N BOARD IN KITCHEN, BATH * LAUNDRY N _ N JOISTS @ FLUSH HEADER AREAS I USE CEMENT BOARD ON ALL Z rZn a CATHEDRAL CENTERLINE 2eG8 2868 ® AREAS TO RECEIVE TILE v 2"X I O" C.J. 3- 92" LVL FLUSH HEADER I�I R-30 INSULATION; 0 2 0 o N @ I G" O.C. PROVIDE 8" DRYWALL O 4'_0" I o POST; WRAP L15H S/D S/D `� • " FIREPLACE 9 O CEILING HEIGHT THROUGHOUT FIRST GELLING OVER GARAGE — — — — — — — I z I FLOOR; CATHEDRAL AREAS AS SHOWN IN Lu GARAGE SECTIONS � NOTED ON PLANS. Q 1 O'-10" +/- CEILING hT. 2"X 10" C.J. m O I PROVIDE 2- 14"X 9 z' LVL HEADERS O O v o I z I 2 0 @ 6 O.C. ABOVE ALL WINDOWS � DOORS 'N3 I o O WI UNLESS OTHERWISE NOTED; T-O" HEADER o_ x - I Q u I BEDROOM BEDROOM HEIGHTS AS SHOWN ON SECTIONS. NOTE: N @� 11" O C 05ET 1555Q.FT. Iro50.FT. ALLOW FOR 4" MULLION BETWEEN ALL PROVIDE WIRING FOR OVERHEAD f I z m 17.2%LIGHT 17.2%LIGHT PAIRED WINDOWS SHOWN ON PLANS GARAGE DOOR AS PER 3'-5 I z I J - MANUFACTURER SPECIFICATIONS N 2468 96%vENr 5.6%vENT - 16'-1" � O � 1D 2468 v � ELEVATIONS. N IN ACCORDANCE WITH THE ° - ENTRY RESIDENTIAL ELECTRICAL CODE _ / I'-o.1/z^ CLOSET U C9 OF NEW YORK STATE O° I 22'-O" W3 0 0 0 D I W I 2468 U ON W4 W4 2468 Lu O _... z U > _ � 6'-6 U2" 9'-7 I/2" 6'-6 I/2" 5'-I" 2'-9 I/2" 2'-9 I/2" PORC �...dll COVERED - TOOP �I-8, -, G'_10" WI 11'_6" WI z'-o" WI !3'-2" WI z J O m SECTION BARREL CEILING Lu 11 t SECTION Z (J) U SECTION A 5'-10 I/2" 3'-I /2" 11 101-01 3'-i 112" 5'-10 /2' z Ln :�i O cZ m BLUESTONE SLAB PORCH W U O N FLOOR WITH MASONRY V NEER; _ -w- In s BEADBOARD CEILING I_! ! !'-1 1/2" 1' ! !" 9 1/2" (s) U 9'-3" 22'_6" G'-10" 36'_6" 26'_0" s� 0 PROPOSED FLOOR PLAN LAYOUT eor " ,= JAtt7,� aSCALA• 4 - ® R N G 1' 0 st ty . l i! � Q836�A P� PAGE: �OFESSKO� 2 ,26. 15 3 UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW 0 U z Q z m Lo O N O N N 22'_4" 45'_8" 28'-0' Q I'-I O" 171 (�� -- '--`'— __j ° LL— O PROVIDE 51MP50N PHD5 -' HOLDDOWN (TYP. 2) II ANCHORS AT ALL CORNERS d THROUGHOUT0. — O ( D d — LLJ 8" DIAMETER ANCHOR BOLTS -' o �1: W/ 7" MIN. DEPTH @ 48"O.C. `U W/ MIN. 3"X3"x2"WASHER @ PLATE 13'-4" 13'1 SECTION N S '10 N (5" POURED CONCRETE F-1FOUNDATION WALL W/ I'-4"X 5" d. FTG.; PROV. p• 2- #4 REBAR IN FOOTING 1._2.. 5'-1 1" Lrj 1 (TYPICAL ALL AREAS) 3 2' DIAMETER STRUCTURAL STEEL COLUMN BURIED IN N DAMP PROOF PERIMETER 24" x24"x 12" POURED OF FOUNDATION WALL PROVIDE BRIDGING CONCRETE FOOTING (TYP.) I I (CONTINUOUS AROUND ALL AREAS) secrloN o THROUGHOUT ENTIRE o p FLOOR SYSTEM, 8'-0" 0.C. o CD 4T*G PLYWOOD SHEATHING II o ABOVE, GLUED SCREWED i I z"TJI 360 — F.J. @ I G' O.C. •o• .r.°, b ..p' .o o. ;ti' .`r Dy• •°. .s. :o. '.r o . 2- I I8" LVL HEADER SECTION I I Q "v �j 4" POURED CONCRETE �j PROVIDE ACCESS I Ln p SLAB ON COMPACTED FILL; O O INTO CRAWL D co cn u - K-19 INSULATION OO .7777777 - TYPICAL ALL AREAS - p o STEP FOOTINGS N - IN -' LOWER FOUNDATION WALL _ BASEMENT = N� HEIGHT AT DOOR OPENINGS UNFINISHED, UNHABITABLE - 4 PROVIDE BEAM POCKET IN (i HEIGHT TO UNDERSIDE OF JOISTS x .'. v... FOUNDATION WALL; SIZE 3 2" DIAMETER STRUCTURAL AS REQUIRED �TAR ALL STEEL COLUMN BURIED IN PITCH FLOOR SIDES (TYP. BOTH ENDS 24"x24"x 12" POURED ... r ` s AT ALL GIRDERS) CONCRETE FOOTING (EYP.) °' Uv T-G" 9'-5 1/ " 9'-5 1/2" 9'-5 1/2" 9'-5 1/ ' - _ : F 3-I1� , � LVL DROPPED GIRDS CRAWL SPACE GARAGE 4'-0" HEIGHT TO UNDERSIDE OF JOISTS r n co ' 4" POURED CONCRETE SLAB v g ON COMPACTED FILL WITHIII — W z W.W.M. 6 x 6/ 1 0 X 10 o = OUNDATION WALL LEGEND: GAUGE WIRE (TYP. ALL AREAS wLn FIREPLACE FOOTING; o1 -1 ALL DOUBLE JOISTS UNDER — J RUNNING WITHIN GARAGE) __j ; DOUBLE FLUE CHIMNEY, n ( PARALLELIT(TYPRTIONSALL AREAS)8 " POURED CONCRETE Q o I j FOR BOTH UTILITY CHAS I — FOUNDATION WALL (� PROVIDE BRIDGING FIREPLACE I WITH I'-4"X 8" FOOTING; Z o = INS THROUGHOUT ENTIRE 8'-0" WALL HEIGHT > N BILE JOl�if v 24 x24"x 12 POURED FL SH 3068-INSULATED DOOR w/ FLOOR SYSTEM, 8'-0" 0.C.; ( ° z tOl z CONCRETE FOOTING UNDER SELF CLOSING HINGES m 4'TSG PLYWOOD SHEATHING — 8 POURED CONCRETE U COLUMN IN GARAGE - ABOVE, GLUED SCREWED I Q w4'0" ( DOOR SWEEP F a I FOUNDATION WALL z Z 4'o.. 1— INCu O 3'10" BELOW GRADDOTING; Q o O UP 2"X 4" STUD FRAME WALLS o 0 z AROUND STAIR w/ R-1 5 INSULATION UTILITIES S/D I J 4" POURED CONCRETE 00 LW n Z' DRYWALL ON EACH SIDE FROV. FIRE RATED SLAB ON COMPACTED FILL; .,.. . :,.'i� ''.` : : .•: DRYWALL ON CLG. I INSULATION AOEAS C) AR `-1 O OVER UTILITY AREA 2'-G° TYPICAL AL p51MF5ON HTT22 METAL 0, 1 1 8"TJI 3GO C HOLD DOWN ANCHORS F.J. @ 16 O R AT GARAGE DOOR OPENING I - I o La, o :p' °• 01, ((nn d o o• a o• p• V O POURED CONCRETE ENTRY UNEXCAVATED PROV. EPDXIED#4 5TEEL� q ° U N STOOP; BLUESTONE SLAB REBAR VERT. @ 12" O. °' o 0 0 . o , ' o W O (� TOP 0- MASONRY VENEER b INTO FOUNDATION WALL -- Z 5ECTION n FOOTING ABUTTING z0 > m BRING FILL UP AS REQUIRED LLJ ('n TO LEVEL GRADE UNDER NEW 14`6" 9'-3° Z (s) U 22'_8" G'-10" 26-0` PORCH' COMPACT ACCORDINGLYQ Z _ 38'_6" ^/ I BEFORE POURING SLAB SECATION � O 90-0` r ` O l LLJ � U FOUNDATION PLAN SCALE: 4" = 1 '-0" NEJ A 0 C/11 Y W 4 ENG 01 n A W 2 W 08358 �'�' pROopessxo\A PAGE: 2 . 26 . 15 4 UNAUTHORIZED ALTERATION OR ADDITION TO TH15 DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7203 OF THE N.Y.S. EDUCATION LAW �o z Q z CC) 0 N (D N N z Q Q O O ROOF GUTTER ,""j=FL-- Q u v- V w U U LEADER HOUSE C) -j 2"X 12" R.R. EXTEN51ON ? @ I G" O.C. tJ N X _ N UNEXCAVATED 501 L GRADE 0 X// G12 10'-0" M IN 2"X 12" R.R. L o PRECAST @ 1 G° O.C. > DRYWELL O O a s z LEADER ELEVATION / SECTION 0 Not to Scale C) C\1 o0 J � C\1 cn � J N 2"X 12" R.R. @ I G" O.C. 0 6" 0 U z � 2"X 12" R.R. ^ U 12 @ I G" O.C. L.L G � W z 2"X 12" R.R. ' @ IG �— - 0 �9j GAF 30 YEAR ARCHITECTURAL Q ,�^ N = 0L ASPHALT ROCF St11NGLES W/ 15# v 1 N x I RA 'RS TO SIT F��� FELT OVER 8" CDX PLYWOOD WITH x N ON HIS WALL l� ICE �WEATHER SHIELD @ PERIMETER5 U 0 N * VALLEYS z I I Z" LVL RIDGE 12 Q U z GF z z o U 14" LVL RIDGE i W 2"X 12" R.R. O0 @ I G" O.C. PROVIDE FLASHING CRICKET G 12 AT CHIMNEY INTERSECTION GF— _ GAF 30 YEAR ARCHITECTURAL (D +/ - ASPHALT ROOF SHINGLES W/ 15# 1 2 /c' - FELT OVER 8" CDX PLYWOOD WITH . O O �9� ICE *WEATHER SHIELD @ PERIMETERS > ��F O 0 I VALLEYS 10 � P w 12 N o N o ��o,� R/ 12 z ADO > G (— N U N r ic @ I G'2" R.R. RUNOFF NOTE: z z O> -t U' — p . 2� Gutters continuously around; W � -6 — 2"X 12" R.R. O N m „ „�.. Leader locations as per @ I G O.C. installer - all leaders dram to Q z U ED Ln G" O PVC pipe to new drywells. 0 — L5 m w oC U 0 Lp OE/I RUNOFF CALCULATIONS: LU oC N 3670 x . I G7 x 7.5 = 459G gallons of runoff to - @ (1) P-0" x 8'-0" O capacity = 300g Ilons U -' 459G / 300 = 15.3 12 NUJ i 2" X 10" R.R. GF— — @ I G" O.C. Runoff Containment Requires: (4) 4'-O"deep x 8'-0" 0 ring ® 'D!s t s ?,� (provides 4800 total capacity) 0FD-I EJ El. q•• J OF NE 4 t�IJAArjjN 0'Q� 4) ROOF PLAN CC Uj 5CALE: 4" = I ,-o,, Z PAGE: 0835$ Q,$� 'IopesstiO 2 .26. 15 5 UNAUTHORIZED ALTERATION OR ADDITION TO TH15 DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.5. EDUCATION LAW I 4"X 14" LVL RIDGE; 5IMP50N C520 0 APPROX. RIDGE CONNECTOR(TYP. ALL) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA NAILING SCHEDULE _....... ....._�._ ............ _ Z • W'LAT H L PSI P IG SL V L RL 2001 5BC HIGH WIND EDITION WOOD FRAME CONSTRICTION MANUAL 2-z' C.B. THRU FP.OST LINE DEPTH 31-O" JOINT DESCRIPTION NAIL QUALITY NAIL SPACING Z ARCHITECTURAL ASPHALT G.T. � R.R. (TYPICAL TEKN�,IITE Iv10DffKAT E TO HEA'^( 12 ROOFING WITH 15# FELT BOTH ENDS) IzooF FRAMING > G F OVER B" CDX PLYWOOD DECAY SLIGHT TO MODERATE RAFTER TO TOP PLATE TOENA:LED 6-O'WALL:3-8d PER RAFTER m CATHEDRAL PEAK WITH LGE WEATHERSHEILD JVII'ITLRDLSIGfJTEMP. I I _ 0'-0"WALL:4-8d PER RAFTER G. SIMPSON H7 CONNECTOR CELINGJOIETTOTOPPLATE TOE NAILED 8'O"WALL-38d PER JOIST PERIMETERS*VALLEYS `I - _: - \�. 0' � V @ ICE SHIELD Uf`1DEP�- A5 PER fe1AfJUFACTUP�ER'S Io'-o°WALL4-8d PER JOISTCEILING J015T TO PARALLEL PAFTflZ - �� TABLE 3.7 EACH LAP LAYIvIEPIT REQUIRED SPECIFICATIONS/STATE CODE CEI'-INGJOIST lAPSOVERPARTIT NS FACE NAILED . .. _..__yFFTABLE 3.7 EACH LAP - rL FASCIA, 1'-2" SOFFITS WITH _ AR TO EP TIE �\ R-30 F � 9FF�� CONTINUOUS GROOVE VENT FLOOD HAZARDS BLOCKNGEORA ERR TOE NAILFACE ED SEE TABLE 3.4 PACT-1 END Ln _ RINI BOARD TO RAFTER END NAILED 2-1 6d EACH END P S O O O WITHIN BEADBOARD; (� O _...._ ... . . R-30 INSULATION I"xG" FRIEZE BOARD TABLE R30 I .G WALL FRAMING W (V _ '- ......... ..._.. .._.. .... ....... ...... . ..... . .. .. ... .._.. ......._._.._....._....._......____..._...__- TOF FLATS TO TOP PLATE -__.._------Ti.......FACE NAILED_.__....._ _ .......2-16d PEI'FOOT ___..._. .._ ... .- . ... ..... ___._. ..---.. ... .__-_..__. _-------_ .....----------_ . F7 I 2- 2"x 12" CROSS TIES, EXPOSED - 2 WITHIN SPACE _. __...__......._._._..._._. _.___ CVO CEILING/WALL PLATE HT. 2x 1 O C.J. I G' O.C. TOP PLATES A7 WTEPSECTIONS FACE NAILED 4-16d OIhJTS-EACH 510E i„ ALLOWABLE DEFLECTION OF STRUCTURAL MEMEBERS ID FACENA!LED 2-16d 24 O/C O N OD ALL WINDOWS t DOORS STRUCTURAL MEMBER ALLOWABLE DEFLECTION z STUD o sn 3- 14" LVL HEADER ?02- 9- LVL HEADER ABOVE OP OR BOTTOM FACE NAILED I Gd I G°O/c ALONG EDGES USE SIMPSON HU SERIES ' ` F OM P!-ATE TO STUD ENO NAILED 2-1 6d PER 2X4 STUD 111 CONNECTOR TO CEILING Q p WINDOW HEIGHTS PARTIALLY DR ED; UNLESS OTHERWISE NOTED -. ._. ... ._. 3-Isa PER 2XG snlD •-•- JOISTS @FLUSH HEADER Ra tens avin slo e5 neater U 180 - - - -- - • BOX OUT TRIM l� l� BOTTOM PLATE TO FLOCK JOIST, - 4-1 6d PEe 2X8 STUD than 3/1 2 with no flnl5hed celhn BAND-1015T,END JOIST,OR BLOCKING FACE NAILED ._. .... 2-1 Cd '-- PER FOOT 2"X 4" STUD FRAME @ 10 O.C. attached to rafters FLOOR FRAMING C? �++ Interior wa115 artitlon5 H/180 GYPSUM BOARD R-1 5 INSULATION, a PLYWOOD p JOIST TO SILL.TOP PLATE,OR GIRDER TOE NAILED 4.8d PER JOIST 2 SHEATHING ON EXTERIOR, HOUSE WRAP Floors la5tered cellln 5 L/3G0 BRIDGING TO JOIST TOE NAILED 2-8d EACH END - o TYPICAL ALL AREAS hall fireplace built In i BLOC<NG To J015T TOE NALED 2-8d EACH END O SIDING AS SELECTED; 2' GYPSUM All other Structural memeber5 L/240 BLOCKINGTOSILLORTOPPLATE TOE NAILED 3-1 Gd EACH BLOCK _ p -_- . _--... _._._. _ _._.. . __ .. ._.----._____ _..__....... ... ... .. f3OAR D N INTERIOR IDE Exterior wa115 with IaSter or H/3G0 LEDGER5TP.lPTOBEAM FACE NAILED 3-16d EACH JOIST p JOIST ON LEDGER TO BEAM TOE NAILED 3-8d PER JOIST LU Stucco finish BAND JOIST TO JOIST END NAILED _ _ _3-16d PER.ICST (� _ O .. .. . . _. ....... .. ... ............ .......... _..,. .._,....... ._,. .... _.. _ V / 2"X G" ACQ SILL PLATE BAND JOIST TO SILL OR TOP PLATE TOE NAILED 2'f 6d PER FOOT _I Ll I- OVER TERMITE SHIELD Exterior wa115 - wind Ioad5 with L/240 Lt J FIRST FLOOR4 _•_ " PLYWO SUB LOOK s ROOF SHEATHING II OVER SILL SEAL; brittle finisheSTRUCTURAL PANELS - C? R-19 INSULATION 118"TJI 3G0 F.J. @ I G"O.C. PROVIDE SIMPSON C520 Exterior walls - wind I0ad5 with L/120 4'PERI\1.TER EDGE ZONE- I6"o/c-G"AT PANEL EDGES - N flexible finishes 8d A"JD AT INTERMEDIATE SUPPORTS IN THE PANEL F;ELD/ LPT4 CONNECTORS _.._ __...__.... .. _.._ . ..__._ ... .._ .._. .._ . rr'^ N ItITEZONE!IOR ZONE!- 16"O/C-C°AT PANEL EDGES AND 12"AT •. GRADE 81`1 PTITEIRWEDIATE SUPPORT5IN THE PANEL FIELD J DIAMETER ANCHOR BOLTS FOR ROOF SHEATHING WITHIN 4'-O"OF THE PERIMETER EDGE OF Tt1E ROOF.INCLUDING 4'-O"OkI EACH SIDE OF THE ROOF PEAK THE 4'-O"PERIMETER > Q 3- 14"X I I8" LVL DROPPE GIRDER W/ 7" MIN. DEPTH @ 48" O.C. EDGE ZONE ATTACHMENT REOUI"'.EMENTSSHALLBEUSED. W/ MIN. 3"X3" DESIGN LOAD CALCULATIONS x8" WASHER @PLATE CEILING SHEATHING BASEMENT MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (IbSf) GYPSUM WALL BOARD 5d COOLERS 7"EDGE 10"FIELD UNFINISHED/ UNHABITABLE 3 2" DIAMETER STRUCTU L WALL SHEATHING STEEL COLUMN BURIED IN NEW 8" POURED CONCRETE EXTERIOR BALCONIES Go. -- - - -- - - -- - - - -- -- OSTRUCTURAL PANFL5 8d 4'EDGE ZONE- I G"C/C-G"AT PANEL EDGES AND 12•AT 24"X 24"X 12" POURED FOUNDATION WALL W/ DECKS 40 INTERMEDIATE SUPPORTS IN THE PANEL FIELD CONCRETE FOOTING 1'-4"X 8" J. FTG.; PROV. 8d JTERIOP ZONE- 1611 O/C-61 AT PANEL EDGES AND 1 2"AT ATTICS WITHOUT STORAGE 30 2- #4 REBAR IN FOOTING INTERMEDIATE SUPPORTS IN THE PANEL FIE'D ATTICS WITH STORAGE 40 FIBERBOAKDPANELS 7/1 C" 6d 3"EDGE/6"FIELD 4" POURED CONCRETE (TYPICAL ALL AREAS) 2,5/32• 8d 3"EDGE/G"FIELD ROOMS (OTHER THAN SLEEPING ROOMS 40 . .___..._.._......_.... .. _ ...__ . . _ .._.. .. .... . .. ............. _. . _..__._.__._. .__._....--___-.. SLAB ON COMPA TED FILL ) GYPSUM WALLBOARD 5d COOLERS 7"EDGE!1 0"HELD SLEEPING ROOMS 30 8d 4'EDGE ZONE- I C"OIC-6"AT PANEL EDGES AND 12"AT FOOTING DEPTH 'IARDBOARDINTERMEDIATE SUPPORTS IN THE PANEL FIELD • 8d INTERIOR ZO?!E- 16"C/C-6"AT PANEL EDGES AND 12"AT CRITERIA FOR CALCULATION OF DEAD LOAD INTERMEDIATE SUPPORTS IN THE PANE' FIELD ACTUAL WEIGHTS OF MATERIALS REFERENCED TO A.I.A. FLOOR SHEATHING BUILDING SECTION A _. II II ARCHITECTURAL GRAPHIC STANDARDS STRUCTURAL PANELS= I'ORLE55 8d _ 6"EDGE/I2°FIELD Na+hng requirements are based on wall sheathing nailed 6+rche5 O.C.at the panel edge. If wall sheathing+5 nailed 3 mche5 O.C.at the panel edge toobtain N - nigher shear capaabes,nadmg requi,ements for structural members shall be doubled,or alternate connectors,such as shear plates,shall be used to maintain the V SCALE: 4 - I1-0lI SNOW !oad Fath, L GROUND SNOW LOAD 145 Ib5° When wall sheathing Is continuous over connected members,the tabulated number of nails 5ha!I be permitted to be reduced w 1-16d nal per foot. mm mm ....... . ... _ .__.... . .. ...... Corrosion resistant 1 I qj6e rcofiri6j rads and 16 qiqe:Lt2p1E5 are permitted,check IBC for additvonal re mrements. SEISMIC c DESIGN CATEGORY 13 _� 3 GENERAL WIND PROTECTION CONNECTION NOTES z I\ �. DOUBLE TOP PLATE y} 3 IWIND Adapted from Standard for Hurricane Re515tant Residential Construction; SSTD o TYPICAL HEADER I I •��3/8"PLYWOOD SPACER p OR AS PER PLANS �: WIND SPEED 120 moh 10-99 and 2001 SBC HI h Wind Edition Wood Frame Construction L o CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS I i 11 g c� Q s MT524C RAFTER TIE Im \�1 EXPOSURE CATEGORY g Fasteners and Connectors for Wood Frame Construction O N o BY SIMPSON OR EQ. I I r cp rn II II II II II TYP. AT WIN. HDR. ,IIIIVVVI I` ,.'Ro I . A continuous load path between footings, foundations walls, floors, studs and CHORD UOafNlWOODHEADER/WOODBEAM ALTERNATIVE FOE; OPENING PROTECTION roof framing shall be provided. II II I II II R.R. AT 16"O.C. AS PER PLANS ��R/WNDONc I(�``REFER TO FLOOR PLAN BOLTS I' W (2)2"xG"JACK STUDS NOTCHED RAFTER DBL. TOP PLATE AT 2"xG"KING STUDS b'vOCD 5TRUCTUR4L PANELS 1•',`rrH A MIl'XI ILIN1 TH;CKNE55 OF 7/i'C"At ID MA(!MLJM PANEL SPAN CF 5'-O" 2. Approved connectors, anchors and other fastening devices not Included In RAFTER 6mm BENT STEEL PLATE - SECOND FLOOR OR (TYP TO BOTH SIDES) SHALL 3E FERM€TTED F4R CPEN1laG PROTECTION'IN ON AND.TWO STORY 5'JILDINGS. 'PANELS S n d dlnaj Code e 2306 I shall be Installed In accordance with RIDGE O ONE OR TWO SIDES HEADER DETAIL the to dar Bull , Tab RIDGE ANCHOR BOLT I I I I AT SINGLE STORY . .... R !.. 5 F manufacturer's recommendation5.l - - NOT TO SCALE SHALL BE PRECUT TO CC°�'1=R GLAZED O,Eta P�1G.�LY:T€1 ATTACHMENT!1ARDLVAR�PRQ`v'FD�D. ' (REFER TO 5ECTfC)N I GOO,1.4 AND I G09.G.5 AND TABLE I GOO.1.4) 1 • d •. 11 II III II 11/4"X24" 20 GAGE 3. Metal plates, connectors, screws, bolts, and Halls exposed directly to the HEADER STRAPS TYP. a'-o" DBL. 2XG TOP PLATE T weather or subject to salt corrosion In costal areas, shall be stainless steel or WALL TO FOUNDATION METAL HOLD- II II III WINDOW AT 2ND FLR. EXT. _. TABLE I G09. I .4 hot dipped galvanized. U DOWN STRAP II II III�011NINc- II WALLS USE 8d COMMON NAILS @ G" DEDR.:5 PROTECTION FA5TENtfaG SCHEDULE FOP-WOOD STRUCTURAL PANELS TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING38-16d SINKER I I 2"X0"WALL FRAME @ I G"O.C. O.C. AT FIELD AND 4"@ z [� CORNER HOLD-DOWN DETAIL NAILS AS PER 3-2"X4"WD STUD II II II^ ^I I� I EDGES-REFER TO PLANS 4. Where windows and doors Interrupt wood structural panel sheathing and - N.T.S. MANUFACTURER �- I FASTENER (INCHES} g� g p p � @CORNERTYP. SII � � I I/4"X24" 20 GAGE FOR DESIGNATED AREAS sldln framin anchors or connectors shall be provided at the to and bottom r n NAILED II II II II JACK STUD STRAPS TYP. 2XG BLOCKING TYP. PANEL SPAN <2'-2'-0"<PANEL 4'-0"<PArJEL 0-O"< PANEL of cripple studs, header studs, and at least one stud at each side of opening. (� v Cj PORTION 2"X4"SILL i I II.. AT 2 SIDES OF OPENING _ AT SEAM AT ALL FA5TEaERTYPE O" 5PAN <4'-O" 5PAN< 5'-C" SPAN c B'-O" L9 PLATE b BLDG. CORNERS W z [� 2X6 WD STUDS AT 5. Ridge straps shall be attached to each pair of opposing rafters except where RIM JOIST TYP. RIM 1015T 1 G"O.C.TYP. 2 I/2" #o WOOD SCREW5 IG IG 12 e collar ties of I xG or 2x4 lumber is located in upper third Of attic space and J m RAFTER PROVIDE 1l2"SPACING �.. DBL.SILL PLATE ' 5/8"CDX EXTERIOR GRADE attach to each parr of rafters. BETWEEN THE END STUD I 1/4"X24"20 GAGE AND THE 2 OTHER STUDS PLYWOOD SHEATHING TYP. 2 1/2" #8 WOOD SCRE'.'d5 1 E !6 1 6 !2 G. Uplift connectors shall be provided at each rafter bearin • FORALLOWING ANCHOR BOLT S #4 REBAR IN HEADER STRAPS TYP. p p g' RAFTER CONNECT CORNER STUD SHEAR CONE-MIN. - HOLDDOWN INSTALLATION AT EACH STUD _ _... ....._... _ _. � • . � RIM JOIST AS PER PLANS TO TRANSFER SHEAR 12' LENGTH -:-:-:-:-- A.TH(5 TA5LE IS 15A5ED ON A MAYINIU v1 W€PSD SPEED(3�COND GUST)CF 130 MPH AND MEAN ROOF 7. Floor to floor hold-downs to be provided every 48, and every I G within 4 TOP PLATE FASTEN WITH(2)16d z O . • 30"MIN. FOUNDATION HE€CHT OF 33'-O°ORLEsS „ of exterior corners. TOP PLATE -O COMMON NAILS @ 6"O.C. REBAR LENGTH WALL TYP. WALUHEADER 5. FASTENERS MALL EE M5TALLED AT CPP05tNG EaD5 OF THE WOOD STRUCTURAL PANEL. WALL STUD 1/2"MIN. C. L'/t1fRE SCR'M5 A�.E ATTACHED TO MASONRY OR MASC€JRY/5TUCCC,THEY SHALL BE Q Z SIDEWALL NOT TO SCALE _ . . ., orage: Sill bolt anchored to the WALL STUD ENDWALL FROM CORNER € Fv "Y � r ,I 8 SIII Plate to Foundation Anch shall be anch NAILING DETAIL(ELEVATION) ATTACHED uTILlzIraG v BRAT(ora R��(sTA T A?€enORs HAV.Pa A M Iv N�uM urtTHDRAy✓L foundation with anchor bolts having a min. It diameter of 5/8" and 3"x 3"x z z NOT TO SCALE CAPACITY OF 4a LSS. 1/8" washers. A minimum of one anchor bolt shall be provided within G to 12 o TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION SHEAR WALL CORNER CONNECTION METAL HOLD-DOWN/UPLIFT ANCHOR TYPICAL WALL STRAPPING DETAILS inches of each end of each plate. Anchor bolts Shall have a minimum embedment o of 7 Inches In concrete/ masonry foundations. Anchor bolts Shall be located NOT TO SCALE within 12 inches of corners and at Spacing not exceeding 4 feet on center. W 2ND.FLOOR WALL STUD KING STUDS F) 2ND.FLOOR PLATE CRIPPLE STUD SUBFLOOR WOOD JOIST WOOD JOIST RIM BOARD HEADER BLOCKING JOIST HANGER 1ST.FLOOR TOP PLATES JACK STUDS GIRDERMEADER LSTA21 WOOD GIRDER WOOD JOIST 1 ST FLOOR WALL STUD INDOW AND DOOR SCHEDULE TYPICAL HEADER CONNECTION O Z �N JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER W O � TYPICAL MULTI-STORY CONNECTIONS W 1 TW254G TILTWASH 5.03 8.98 1 0 4 25.9 -28.1 30 1 1 EGRESS z U€ 1ST.FLOOR WALL STUD W2 TW304G TILTWASH 5.70 1 0.3 1 20 4 25.9 -28.1 30 2 Z O (� HTT22 W3 TW243G TILTWASH 3.28 5.73 10 4 25.9 -28.1 30 7 z J 1ST.FLOOR PLATE SUBFLOOR SILL GASKET 5THDe W4 TW2442 TILTWASH 4.00 7.0 10 4 25.9 -28.1 30 2 W Q WALL STUD WALL STUD RIM BOARD ® TERMITE SHIELD D I FWHGOG I I FRENCHWD. HINGED 16.72 22.9 1 50 4 23.2 -25.4 40 2 C<C z Ln BOTTOM PLATE BOTTOM PLATE G O BATHTUB SUB FLOOR DOUBLE SILL PLATE DBL.SILL PLATES ® OPENING ANCHORS-AT OPENINGS e. DI FWH27G I I FRENCHWD. HINGED 1 3.48 8.69 O 5 25.9 -34.7 40 1 �/ U O DOUBLE JOIST DOUBLE JOIST 4-1 (TO OVERLAP JOINTS) FOUNDATION WALL OF 8'-0"AND LARGER L(� s FOUNDATION WALL ALL WINDOWS TO BE ANDERSEN,400 SERIES, UNLESS OTHERWISE SPECIFIED U WINDOWS TO BE WHITE EXTERIOR,WHITE INTERIOR,CLASSIC SERIES LOCKS*HARDWARE IN WHITE FINISH AND FULL EXTERIOR SCREENS 51MULATED DIVIDED LIGHT REMOVABLE INTERIOR GRILLES,APPLIED EXTERIOR, 7/8"WIDTH,WHERE SHOWN ON ELEVATIONS DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS 1ST.FLOOR TO FOUNDATION CONNECTIONS SILL PLATES TO FOUNDATION ANCHORING ® ONIZ ?� WIND RESISTANT CONSTRUCTION CONNECTORS CALCULATIONS FOR WINDOWS BASED UPON EXPOSURE B ML15T HAVE PG UPGRADE KIT. s�o COEFFICIENT 1 .0 WITH 120 mph BASIC WIND SPEED. AS PER E MEETS NY STATE EGRESS REQUIREMENTS c7 CONNECTION LOCATION: PART NUMBER: NOTES: TABLE R 301 .2 (2) NEW YORK STATE BUILDING CODE. FOR HABITABLE SPACE. RIDGE-TO-RAFTERS CS20 2 1" APPLY TO EACH PAIR OF RAFTERS RAFTER-TO-WALL H7 APPLY TO EACH RAFTER CUSTOM GRILLES-SEE ELEVATIONS W APPLY TO EACH RAFTER WALL OPENINGS INCLUDING WINDOWS AND DOORS SHALL BE PROTECTED WITH REMOVEABLE 5/8"WOOD STRUCTURAL PANELSC/I ~ RAFTER-TO-PLATE H8 or H2.5 WITH MAXIMUM OF 8'-0"SPAN. FASTENERS FOR SPANS UP TO G'-O"SHALL BE 2 112 -#8 WOOD SCREWS AT I G"O/C, FASTENERS ® 4 PLATE-TO-WALL STUD C520 18" APPLY TO EACH WALL STUD ��0 NEIy FOR SPANS UP TO 8'-0"SHALL BE 2 /2"-#8 AT 12"O/C. TABLE 30 I .2.I .2 ENG I JA 2ND. FLOOR WALL-TO-I ST. FLOOR WALL LFTA or CS20 3G" APPLY TO EACH WALL STUD S�g�"N Mmv HEADER-TO-JACK STUD 0520 12" APPLY TO EACH JACK STUD * ,�� t� k ALL UNITS MUST MEET OR EXCEED THE MINIMUM DESIGN PRESSURE REQUIRED,ANY MULLED UNITS MUST MEET OR EXCEED 1 .5 TIMES THE DESIGN PRESSURE REQUIRED AND MUST TRANSFER LOADS TO THE ROUGH OPENING SUBSTRATE. ALL EXTERIOR CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD (} +� W GLAZING MUST MEET ASTM E 1996 TEST REQUIREMENTS AS PER NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE. PAGE: SHEAR WALL HOLDDOWN ANCHOR SSTB 1 G APPLY TO EACH SIDEWALL END �' REFER TO SECTION R I GO9.1 .4 FOR ALTERNATIVE OPENING PROTECTION. WRAP UNDER DOUBLE SILL PLATE NO 0835BA I ST. FLOOR-UNDER-SILL PLATE CS20 (USE WITH 3" SQUARE WASHERS) A�OF,eSS10USE THE ��� FOLLOW FOLLMANUOFAICTURE5 RECOMEDNDEDNG OR INSOTALLATION N METAL- IINNSTRUCTIONSNNECTORS OTO ACHIEVE MAXIMUM UPLFTPER WIND RESISTANT OLOAD CAPAOCITY.N. 2 ' 26 ' l5 UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7203 OF THE N.Y.S. EDUCATION LAW IV LLJD InQ z m LL N �-- O ON N z 0 I IZ' LVL RIDGE; z I N C520 CONNECTORS118" LVL RIDGE X 12" R.R. O @ CONNECTOR W/51MP50N C520 @ !G" Q.C. U WALL PLATE HEIGHTS * SOFFITS TO ALIGN PROVIDE SIMP50N Lu AROUND ENTIRE HOUSE R-30 INSULATION CS I G STRAPPING 2 120 J O 2"X 10" C.J. @ I G" O.C. 2"X 4" NAILER5 _ — G"CT I G" O. IG -' 3- 9L" LVL DROPPED HEADER `j II 2 2- 9 z LVL HEADER ABOVE; pC ALIGN HEADER HEIGHT w/ 3- 7L" LVL HEADERS 8" DRYWALL ON CEILING WINDOWS ACROSS FRONT 4 OALEK GARAGE:— PROVIDE SIMPSON TER r � CONNECTOR TO RAFTERS V w � ¢ "AZEK" BEADBOARD Q U CEILING ON PORCH o GARAGE 2" X 4" STUD FRAME @ I G"O.C. v b _ R-1 5 INSULATION, -�" PLYWOOD 3 �" DIAMETER STRUCTURAL + SHEATHING ON EXTERIOR, HOUSE WRAP 2- 10" SQUARE PERMACAST 2 m room STEEL COLUMN BURIED IN SIDING AS SELECTED; 4" GYPSUM 24"X 24"X 12" POURED BOARD ON INTERIOR SIDE CONCRETE FOOTING (TYP.) BLUESTONE SLAB OUTLINE OF FLOOR HEIGHT PORCH FLOOR m Effl!Z GAGE— IF 4" POURED CONCRETE SLAB 4" PITCH SLAB TOWARDS DOORS ON COMPACTED FILL WITH �i/ W.W.M. GXG1 lox 10 DIAMETER ANCHOR BOLTS iiyii�i�i�i�� 0> \ UNEXCAVATED \ ��?r a GAUGE WIRE W1 7" MIN. DEPTH @ 48" O.C. 4 POURED CONCRETE SLAB 0�i? Z„ ON COMPACTED FILL WITH ���Gy W/ MIN. 3"X3 x8 WASHER @ PLATE UNEXCAVATED FIELD STONE FACADE //�/ Tei/. W.W.M. G X G/ !O X 10 m /\�/j� 4 NEW 8 POURED CONCRETE GAUGE WIRE (TYP. GARAGE) U FOUNDATION WALL W/ 4" CONCRETE LEDGE 1'-4"X 8" d. FTG.; PKOV. 2- #4 REBAR IN FOOTING (TYPICAL ALL AREAS) 12" POURED CONCRETE FOUNDATION • WALL W/4" LEDGE BELOW GRADE. �OI\CI� SECTION `� NOTE: CONCRETE SHALL BE 20 X 8 d. FOOTING .; PROV. 3-#5 Q PC = 3,500 PSI @ 28 DAYS REBAR IN FOOTING *#5 VERTICAL z FOOTINGS SHALL BEAR ONBUILDING SECTION "BII REBAR @ 48" O.C. (TYPICAL ALL AREAS) SCALE: 4" = 1' -0" L UNDISTURBED SOIL WITHIN73 BEARING CAPACITY OF 1 .5 TONS PER SQUARE FOOT SCALE: 4" = 1 ,-0" O N o p O U z � U LL1 z � J m 1 4"X I I Z" I.VL RIDGE; SIMPSON C520 ,^ ' CONNECTOR(TYP. ALL) z o 4`0 ROOF _ APPROX. RIDGE ROOFARCHITECTURAL ASPHALT 2-2" C.5. THRU z O 1 2 C.T. * R.R. (TYPICAL U z ROOFING WITH 15# FELT G � 2'� BOTH ENDS) `� OVER e" CDX PLYWOOD WITH ICE * WEATHER5HEILD RR SIMPSON H7 CONNECTOR o @ PERIMETERS VALLEYS / 00'--- /6'0. C ATTIC FASCIA, P-2" SOFFITS WITH Lu / MBR CONTINUOUS GROOVE VENT [] WITHIN BEADBOARD; I"xG" FRIEZE BOARD 2x 10 C.J. I G" O.G. R-30 INSULATION CEILING/WALL PLATE HT. 5ATH I ( KITCHEN I LA�UI IDKY I BATH 2 I BATH 3 I I 2- 9z" LVL HEADER ABOVE; o 3„ PROVIDE C520 STRAPPING _ WINDOW HEIGHTS 1 d I j j 1 1/2 pI 1/4 TI 1/4 1 1/2 �1 Ire �1 1/4 �I 1/4 I F.A.I. " GYPSUM BOARD . 1114 11/2 11/4 1114 11/4 4 I 2 TYPICAL ALL AREAS LAV a D.W. SIN SIN W M o l o I 2"X 4" STUD FRAME @ I G"O.C. U O b° SHQWER R-1 5 INSULATION, 8" PLYWOOD I BATH U SHEATHING ON EXTERIOR, WRAP SIDING; MASTER BEDROOM MOISTURE RESISTANT b W p_ = O N FIRST FLOOR 2" GYPSUM BOARD ON INTERIOR 51DE I � l � GYPSUM BOARD IN ALL z O > O 11/4 3 C O I 2 2 2 3 3 1 1/4 1 1/4 3 2 1 1/4 1 114 V Z sa > (`(� B H R \J 4 _ TO SUFFOLK COUNTY 2"X 4° INTERIOR Z �- 4-1 4 DEPT. HEALTH 2"X G" ACQ SILL PLATE STUD PARTITION I TILE FLOOR ON MUD W (� SERVICEE S APPROVED OVER TERMITE SHIELD OVER PLY. SUBFLOOR FIRST FLOOR Z U 4"C.I.HOUSE SEWER LINE. (� BASEMENT a @ q O _ L m TRAP OVER SILL SEAL; —' '— Q Z PROVIDE SIMPSON C520 R-19 INSULATION I I Z"TJI 3GO F.J. I G" .C. In W/ LPT4 CONNECTORS3- 14"X I I Z' LVL DROPPED GIRDER GRADE N W U O g" DIAMETER ANCHOR BOLT5 CRAWL SPACE _ s W/ 7" MIN. DEPTH @ 48" O.C. I„ U W/ MIN. 3"X3"x4" WASHER @PLATE 3 2 DIAMETER STRUCTURAL SLOPE" 1/4" PER FOOT PITCH TO STEEL COLUMN BURIED IN—/ 24"X 24"X 12" POURED m DRAIN CONCRETE FOOTING 4" POURED CONCRETE FOOTING DEPTH SLAB ON COMPACTED FILL s, PLUMBING RISER DIAGRAM BUILDING SECTION "C" NOT TO SCALE SCALE: 4" = I '-0" w¢ z ® ENG1�� p�- NC � JAyjJ� s PAGE: Z w 2�fiO�o 08358A, �a�ESS10�A� 2 26 15 UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW