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Home My WebLink About39474-Z �Z=1 ®�pOfF04CAGy Town of Southold 9/6/2016 0 P.O.Box 1179 co 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38487 Date: 8/31/2016 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 75 Wells Rd,Peconic SCTM#: 473889 See/Block/Lot: 75.-6-3.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/16/2014 pursuant to which Building Permit No. 39474 dated 1/7/2015 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, REAR COVERED PORCH, ATTACHED TWO-CAR GARAGE WITH UNFINISHED STORAGE ABOVE, ATTACHED WOOD SHED AND UNFINISHED BASEMENT, AS APPLIED FOR The certificate is issued to Munafo, Joseph&Munafo,Jodi of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-14-0077 06/27/2016 ELECTRICAL CERTIFICATE NO. 39474 06/15/2016 PLUMBERS CERTIFICATION DATED 05/26/2016 -Wm Knoernschild Autho ' ed Signature x TOWN OF SOUTHOLD �gUFFD(,� BUILDING DEPARTMENT y a TOWN CLERK'S OFFICE o . SOUTHOLD, NY 4,1 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#: 39474 Date: 1/7/2015 Permission is hereby granted to: Munafo, Joseph & Munafo, Jodi 1850 Indian Neck Ln Peconic, NY 11958 To: construct a New Single Family Dwelling with attached two car garage, covered entry & porch as applied for At premises located at: 75 Wells Rd, Peconic SCTM # 473889 Sec/Block/Lot# 75.-6-3.1 Pursuant to application dated 12/16/2014 and approved by the Building Inspector. To expire on 7/8/2016. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,934.40 CO -NEW DWELLING $50.00 Total: $1,984.40 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, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 Date. i"a I I aI aot New Construction: Old or Pre-existing Building: (check one) Location of Property: '�`� �� s.. R(m�& `Os b House No. Street Hamlet Owner or Owners of Property: _,ph C i MSA Q`() RD 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: 1// (check one) Fee Submitted: $ Sri ppli ant Signature ®��OF SOUK,®l Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ., • �� roger.riche rKED-town.so utho Id.ny.us Southold,NY 11971-0959 ®lac®UNTY,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Munafo Address: 75 Wells Road City: Peconic St: New York Zip: 11958 Budding Permit#: 39474 Section: 75 Block: 6 Lot- 3.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578-ME SITE DETAILS i Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 39 Ceding Fixtures 27 HID Fixtures Service 3 ph Hot Water GFCI Recpt 9 Wall Fixtures 11 Smoke Detectors 3 Main Panel 200A A/C Condenser 2 Single Recpt 1 Recessed Fixtures 13 CO Detectors Sub Panel A/C Blower 2 Range Recpt Fluorescent Fixture 1 Pumps Transformer AppliancesDW Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect 200A Switches 48 Twist Lock Exit Fixtures TVSS Other Equipment: 1- 30A Oven, 4- Exhaust Fans, 2- ARC Fault Circuit Breakers, 3- Paddle Fans, 1-40A Steam Unit. Notes: Inspector Signature: Date: June 15, 2016 z Electrical 81 Compliance Form.xls so ri Town Hall Annex , Telephone(631)765-1802 54375 Main Road '' Fax(631)765-9502 P.O.Box 1179 G _ ) Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD D JUN 2 7 2016 BUILDING DEPT. C E R T I F I C A T I O N TOWN OF SOUTHOLD Date: / a i C Building Permit No. � ( - Owner: (Please print) Plumber: /LLI A n irN o E tLN SGA«n (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead..' (Plumbers Signature) Sworn to before me this day of M 20_(0 Notary Public, Sc� e1 K-- _County DeborabOrlowski NTTY Notary Public,State of New York E*; Ptd '•*= No.01OR6280392 ' Qualified in Suffolk County Commission Expires 05/13/20/1 34 '*0 so cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION 14UNDATION IST' ROUGH PLUMBING E 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: _J,# P-7 A V� t� 1'7 hvn Pt-T-7 '�Z 4.4 A4vl le__tp DATE L4 ljll� INSPECTOR A-- / v COY TOWN OF SOUTHOLD BUILDING-DEPT. 765-1802 INSPECTION , FOUNDATION I ST ROUGH-PLUM13ING FOUNDATI 1 2' INSULATION FRAMING STRAPPING FINAL FIREPLAC CHIM FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION, ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE-VIOLATION CAULKING REMARKS: CS;:e,.4-* -.-> DATE — INSPECTOR—_4 o�aOF SOUTyoI cou TOWN-.OF SOUTHOLD BUILDING DEPT. 765-1,802 . INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ IF NDATION [ ] INSULATION FRAM TRAPPING-- ] FINAL [ ] FI HI Y [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ' [ ] CODE VIOLATION [ ] CAULKING REMARKS: 1"( Z<d-� L� DATE INSPECTOR r i ��OE SOUT,y� 1 ,moo �o COUNiY,N TOWN. OF -SOUTHOLD BUILDING DEPT. 765-1602 INSPECT'ON [ ] FOUNDATION- 1 ST [ ROUGH PLUMBING [ ] UNDATION 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:- Vf DATE INSPECTOR 31�C7�( ho��'Df SOUTy�Io . UOUNi'l, ` TOWN OF SOUTHOLD BUILDING DEPT. - 'f 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] UGH-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: xcvo� DATE INSPECTOR rAf s 0 coutm, TOWN OF SOUTHOLD BUILDING DEPT. 7654802 INSPECTION I FOUNDATION I ST ROUGH PLUMBING FOUNDATION 2ND INSULATION FRAMING /STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTRNT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: DATE - INSPECTOR I � 0E SOpT�,Olo ' cOUNT'1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING /STRAPPING [v FINAL, [ ] FIREPLACE"& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: o- 1 V o t � A DATE INSPECTO �`/ 'OF SOUTyolo cOUNi`1,0c� TOWN OF SOUTHOLD BUILDING-DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] IN ULATION [ ] FRAMING / STRAPPING [ FINAL(ge- [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS:_R�� w 4 ` DATE �� 2-11(a INSPECTOR Ii r / 0 • �rj'� • 1 1. �I • • r r r /. -ice.. fir; c 1►' AN. PLUMING MUNKAP INSUL ATION STATE ENERGY CbDB mmro P-.-A WA AdF r �, • • ns ri,WAI Ma F0 N07MA - r P. _11 .M- TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. J �7� Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 117 ,20/S Single&Separate Storm-Water Assessment Form Contact: Approved `? ,20 `S Mail to: P.O. Box 275 Disapproved a/c Peconic, NY 11958 Phone: 516 779 6012 Expiration ,20J 1J I E C E, � building Inspector -_� PLICATION FOR BUILDING'PERMIT DEC 162014 Date 12/12 20 14 INSTRUCTIONS BLDG DEPT nF d�'p i�i1i(Itx;,dn_MU rxi letely 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. q1_ r1V'" (Signature of app 'cant or name,if a corporation) P.O. Box 275 Peconic NY 11958 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises Joseph and Jodi Munafo (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: 75 Wells Road Peconic NY 11958 , Southold House Number Street Hamlet County Tax Map No. 1000 Section 75 Block .6 , Lot 3.1 Subdivision 7 Filed Map No. �P Lot I 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Vacant Land b. Intended use and occupancy 1 Family Dwelling 3. Nature of work(check which applicable): New Building x Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 300,000.00/400,000.00 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units 1 Number of dwelling units on each floor 1 If garage, number of cars . 2 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N/A 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 36, + 20, Rear Depth 3,01 + 18 Height Number of Stories 2 `1 9. Size of lot: Front 324.83 Rear Depth 299.53 10. Date of Purchase 9/3/2014 Name of Former Owner John Scott 11. Zone or use district in which premises are situated Residential 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO x 13. Will lot be re-graded?YES NO X Will excess fill be removed from premises?YES NO X 14. Names of Owner of premises Joe & Jodi MunafoAddress P.o.275 peconic nYPhone No. 516 799 6012 Name of Architect classic Colonial Homes Address Phone No 413-367-9234 Name of Contractor Joe Munafo Address P.o 275Peconic NYphone No. 516 779 6012 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 x * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES ✓ NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COU\NTYIIOFO�� of t' 'm(,IIJ19 f 0 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the OIC ref t? (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 th' 1941` day of 20 14 J ` LISA QUINN "}ATARY PURI Ir-STATE OF NEW Y Notary Public No. 01 QU6222447 Signature f-Applicant Qualified in Suffolk Count c:omrnission Expires May 24, 20_0 t p�®TSO��j John M.Bredemeyer III,President ®��► /�®l Town Hall Annex Michael J.Domino,Vice-President ® 54375 Main Road P.O.Box 1179 James F. King, Trustee T Southold, New York 11971-0959 Dave Bergen,Trustee ® �� l Charles J. Sanders,Trustee ® ^� Telephone(631) 765-1892'�COU NT`I9��v Fax(631) 765-6641 BOARD OF TOWN TRUSTEES - TOWN OF SOUTHOLD November 6, 2014 Joseph & Jodi Munafo PO Box 275 Peconic, NY 11958 RE: JOSEPH & JODI MUNAFO 75 WELLS ROAD, PECONIC SCTM# 75-6-3.1 Dear Mr. & Mrs. Munafo: The Southold Town Board of Trustees reviewed the survey dated August 25, 2014, and determined the proposed 2-story house, 2-story garage, sanitary system and driveway are out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, or within 100' landward from the top of the bluff, without further authorization from the Southold Town Board of Trustees pursuant to Chapter,275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. This determination is not a determination from any other agency. . t 2 If you have any further questions, please do not hesitate to call. Sincerely, LAO— John M. Bredemeyer III President, Board of Trustees JMB:amn New York State Department of Environmental, Conservation _ Division of Environmental Permits, Region 1 SUNY @ Stony Brook 50 Circle Road, Stony Brook, NY 11790-3409 Phone: '(631) 444-0365 • Fax: (631)444-0360 Website: www dec.ny.gov LETTER OF NO JURISDICTION - November 17, 2014 Joseph and Jodi Munafo PO Box 275 Peconic, NY 11958 Re: Munafo Property 75 Wells Road, Peconic SCTM# 1000-75-6-3.1 Application #1-4738-04375/00001 ARNO-DEF Dear Mr. and Mrs. Munafo: Based on the information you submitted, the Department of Environmental Conservation has determined that the property landward of the 10 foot contour line, as shown on the survey by Nathan Taft Corwin III, last dated August 25, 2014, is beyond Tidal Wetlands Act (Article 25)jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above,,without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from.your project. Such,precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e. a 15' wide construction area) or erecting a temporary fence, barrier, or hale bay berm. This letter'shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Si cerely oh e an Permit Administrator cc: BOH-TW' File i• Scott A. Russell ��° � STORIWWATJEIR� SUPERVISOR 1\M[AN A,(G 1E1\\111ENT SOUTHOLD TOWN HALL-P.O.Box 1179 tp � T 53095 Main Road-SOUTHOLD,NEW YORK 11971 ?2 1 QW �, > o7iGZ olG I � CHAPTER 236 - STORMWATER MANAGEMEN i R H Lt1 APPLICANt'__L0 DEC 1 Z014 ( TO BE COMPLETED BY THE BLDG DEPT wnl.uF so�rHa�fl - ------ --------- - DOES THIS PROJIEC r INVOL.VF- ANY OF THE FOLLOWING- (CHECK ALL THAT APPLY) No., 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: F7_1 r Site preparation on slopes hich exceed 10 feet vertical rise to , 100 feet of horizontal distance. ❑[j D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. J E. Site preparation-within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. _ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes i 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 Cheek List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.—M7.l�: net �j Date. r� `'NAME: � Cc5 1 W, V t t�1Q9-FC ) r. � � .1 O( Ila lao,4- �, Section Block Lot I FOR Bt ll_D1NG DEPARTMENT USE ONLY Contact Information :fa<pnon<NumOrn Reviewed By: R\a Date Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — — �� nnS � 1 � Approved for processing Building Permit. W�l t Ly Stormwater Management Control Plan Not Required. FTStormwater Management Control Plan i�,Required tI (Forward to Engineering Department for Review) FORM ' SMCP-TOS MAY 2014 DU APPLICANT: S.C.T.M. #: 1000 aoSuFF¢�. CHAPTER 236 (property Owner,Design professional,Agent,Contractor,Other) —�.; Stormwateir Management Control Plan CHECK LIST NAME: �t�h 1 Y lu�� section Block lot S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Plrue Pnnl o Date: The applicant must provide a Complete Explanation and/or Reason for not providing c�l61' 1q.�01 la )`� Jain s' z a�u all Information that has been Required by the following Checklists ;'Sam V Talephnne Numbers 1. A Site Plan drawn to scale Not Less that 60' to the inch MUST yES NO NA If You answered No or NA to any Item, Please Provide Justif icatlon Herei show all of the following items: If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries b. Total Site Acreage. 0 c. Existing -Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§286-17(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing & Area of Proposed Land Disturbance. , f. Existing & Proposed Contours of the Site (Minimum 2'Intervals) UST n S L-S-5 5 ' A11 L A C 6, g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements & utilities. ��®gyp®� ��®�� h. Spot Grades & Finish Floor Elevations for all existing & Shall inrlude but ant be limited tom proposed structures. 1. Location of proposed Swimming Pool and discharge ring. a ng,sta - j• Location of proposed Soil Stockpile Area(s). =1FV11 1-4Ql' k. Location of proposed Construction Entrance/Staging Area(s). 0 I. Location of proposed concrete washout area(s). 0 0 M. Location of all proposed erosion&sediment control measures. ==J 45RC66D&D 2. Stormwater Management Control Plan must include Calculations showing that the stormwater Improvements are sized to capture,store,and infiltrate fid, EON2PEL on-site the run-off from all Impervious surfaces generated by a two(21 inch eUFltdLt TOS Engineeringat _ -56®before rainfall/storm event. Backfill, UK Provide Engineei's Certification 3. Details&Sectional Drawings for stormwater practices are required for approval Mar THe drainage has been installed to Code. Items requiring details shall include but not be limited to: a• Erosion & Sedirrient Controls. -TAq_S ACOV15 - b. Construction Entrance & Site Access. At 1 ea oa c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) ed 46 bd d. Leaching Structures (e. . infiltration basins,swales,etc.) as d� and '." 1=E)it r.:NCaINI:l::ft[N DE AR"1'IVIE LY � • - Additional Information is Required. Reviewed & El Stori-riwater Management Control Plan is Not Complete, Approved By: - — — — — — — — — — — — — — — — — p A Stormwater Management Control Plan is Complete. I Date: a m SMCP; has been approved by the Engineering Department, FORM " SWCP Check List -TOS MAY 2014 �o��pF so�lyol 0 Town Hall Annex J [ J [ Telephone(631)765-1802 54375 Main Road N (b313 765- 5Q2, P.O.Box 1179 G� • o roger.richert.own.sout�i0lla.ny.uS Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: Name: 112n1 45 L!c License No.: Address: Phone No.. JOBSITE INFORMATION: (*Indicates required information) *Name: o U AJ or *Address: 7 s✓ �S - /�� -� � G�",IC C - *Cross Street: *Phone No.: `�(� p�� Permit No.: Tax-Map District: 1000 S ction: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) Is job ready for inspection: ES NO Rough In Final *Do you need a Temp Certificate: YES NO Temp Information (If needed) 'Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other 'New Service: Re-connect Underground Number of Meters Change of Service Overhead 4dditional Information: PAYMENT DUE WITH APPLICATION c 82-Request for Inspection Form t" /9.5- Doj JUN 2 0 2016 DD BUII.11INGDEPT TORNOFSOUTgpyp 26 pr \r � Mai 10 '71 Cl APR 2 g 2015 ;f 871-1 20150428_173152.jpg 4/28/15,8-14 PM Ln - � cl- i IL 4 PIC - r _ - - e� Y,+fir -� • r��- _-- i -Y s - )r�a�- IN ti Y about:blank Page 1 of 1 REScheck Software Version 4.5.0 Compliance Certificate I Uri ,� Pro ect Munafo Residence � DEC 2 3 2014 + Energy Code: 2010 New York Energy Conservation Loca ion: Suffolk County, New York Construction Type: Single-family 4 T0'`iit �. YT?I01 D Project Type: New Construction Cond tioned Floor Area: 2,616 ft2 Glazi g Area 14% CllmE to Zone: 4 (5750 HDD) Perm t Date: Perm t Number: Con ruction Site: Owner/Agent: Designer/Contractor: 75 1 lells Road Joseph Munafo John J.Condon, P.E. Pec nic,NY Condon Engineering,P.C. 1755 Sigsbee Road Mattituck,NY 11952 298-1986 El-ZEM-1i Ell ii ling t compliance 18.49%Better Than Code Maximum UA: 441 Your UA: 360 The%Better or Worse Than Code Index reflects how dose to compliance the house is based on code trade-off rules. It DOE S NOT provide an estimate of energy use or cost relative to a minimum-code home. En elo a Assemblies �.. UA Ceil ng 1:Flat Ceiling or Scissor Truss 1,080 38.0 0.0 0.030 32 Floor 1:All-Wood J oist/Truss:Over Unconditioned Space 1,536 30.0 0.0 0.033 51 Wal 1:Wood Frame, 16"o.c. 504 19.0 0.0 0.060 23 Window 1:Wood Frame:Double Pane with Low-E 17 0.290 5 Win low 2:Wood Frame:Double Pane with Low-E 17 0.290 5 Win low 3:Wood Frame:Double Pane with Low-E 17 0.290 5 Win low 4:Wood Frame:Double Pane with Low-E 17 0.290 5 Win low 5:Wood Erame:Double Pane with Low-E 17 0.290 5 Window 6:Wood Frame:Double Pane with Low-E 17 0.290 5 Doo 1:Solid 26 0.390 10 Wal 2:Wood Frame, 16"o.c. 378 19.0 0.0 0.060 20 Window 7:Wood Frame:Double Pane with Low-E 17 0.290 5 Win ow 8:Wood Frame:Double Pane with Low-E 11 0.290 3 Window 9:Wood Frame:Double Pane with Low-E 11 0.290 3 Wal 3:Wood Frame, 16"D.C. 504 19.0 0.0 0.060 22 Window 10:Wood Frame:Double Pane with Low-E 17 0.290 5 Proj ct Title: Munafo Residence Report date: 12/23/14 DatE filename: Untitled.rck Pagel of 8 . b.. Win low 11:Wood Frame:Double Pane with Low-E 17 0.290 5 Win low 12:Wood Frame:Double Pane with Low-E 12 0.290 3 Doo 2:Solid 21 0.390 8 Doo 3:Glass 21 0.390 8 Doo 4:Glass 42 0.290 12 Wal 4:Wood Frame, 16"o.c. 378 19.0 0.0 0.060 17 Win low 13:Wood Frame:Double Pane with Low-E 17 0.290 5 Win ow 14:Wood Frame:Double Pane with Low-E 17 0.290 5 Win low 15:Wood Frame:Double Pane with Low-E 17 0.290 5 Win low 16:Wood Frame:Double Pane with Low-E 17 0.290 5 Doo 5:Glass 21 0.390 8 Wal 5:Wood Frame, 16"o.c. 288 19.0 0.0 0.060 16 Win low 17:Wood Frame:Double Pane with Low-E 9 0.290 3 Win low 18:Wood Frame:Double Pane with Low-E 9 0.290 3 Wal 6:Wood Frame, 16"o.c. 240 19.0 0.0 0.060 13 Win low 19:Wood Frame:Double Pane 17 0.290 5 Wal 7:Wood Frame, 16"o.c. 288 19.0 0.0 0.060 17 Win low 20:Wood Frame:Double Pane with Low-E 11 0.290 3 Wal 8:Wood Frame,16"o.c. 240 19.0 0.0 0.060 14 Win low 21:Wood Frame:Double Pane with Low-E 4 0.290 1 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The projosed building has been designed to meet the 2010 New York Energy Cons ervation Construction Code requirements in RESch Sion 4.5.0 and to comply with the mandatory requirements listed in theESchecspect' n Checklist. am -Title Date Project Title: Munafo Residence Report date: 12/23/14 Datz filename: Untitled.rck Page 2 of 8 QP II SURVEY OF DRAINAGE SYSTEM CALCULATIONS DRIVEWAY AREA: 1,990 sq. ft. LOT �� d" , 6 1,990 sq. ft. X 0 17 = 338 cu, ft. Oy1JOo \h ° i\ 338 cu. ft / 42.2 = 8.01Iverfical ft. of 8' dia. leaching pool required MAP OF PROPERTY OF PROVIDE (2) 8' dia. X 4' high STORM DRAIN POOLS JOHN S C O T T 0 S ROOF AREA: 1,726 sq. ft. II 1,726 sq ft. X 0.17 = 293 cu, ft 0 293 cu. ft. / 42.2 = 7.0�vertical ft. of 8' dia. leaching pool required FILE No. 11699 FILED APRIL 27, 2009 0PROVIDE (2) 8' dia. X 4',high STORM DRAIN POOLS y_ SITUATE Pt„ <a / / yF0 rG �f9,9 p PROPOSED 8' DIA. X 4' DEEP'DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: (\ ° PECONIC sFs o�y f� 0 Z/`,.�l.Ji2 PROPOSED 8' DIA. X 4' DEEPI DRYWELLS FOR DRIVEWAY RUN-OFF ARE SHOWN THUS: IF, TOWN OF S 0 U T H 0 LD ,pGp�� 0G a ti� / 2 X020 "TFP, `ado ell 41 SUFFOLK COUNTY, NEW YORK 00+, �o qp ti R �,°° ,y s� � S.C. TAX No. 1000-75-06-3.1 b SCALE 1"=50' s i\ti AUGUST 25, 2014 l e o / �{�A��,t $ F'0F �Eoti� s AREA = 80,050 sq. ft. 1 �° WELL 1.838 ac. "`y R'��'�� CERTIFIED TO coo ��® F'A 1,TRurT�®l�4 POS /� ,`. i os�1 s "� UNAFO JUFr��1C �� ®� / ° / 1Q ,/ �4 €� JOSEPH AFO RROVA ��{ n � i 4- JODI ADVOCATE'S fiNb ° 4°° _ `� P � ADVOCATE'S ABSTRACT, Inc. \\ -'�C4C�,� °®R� 1�� ,��I�C ® /// \ �s �' �� y � �Flo �o FlyVIESCOR LAND TITLE INSURANCE COMPANY CLEARING NOTE )�(ti14 �C"/` �-- F��°5 /r J� �2c CLEARING OF NATIVE VEGETATION LIMITED TO 35.0% DEC 1 1 L\\ �. �• �r r ` y / wooDy // ss/r� OF TOTAL LOT AREA t�•' / a !�. �1 /� / / NOTES L9°4/ 9F� f�,�}�LfJ / n / FOCI \,� I / / / 1. ELEVATIONS ARE REFERENCED TO N.G.V.D.THUS: :LD DATUM cG•. R�R� � / LO (y ro� / o,� I / / EXISTING ELEVATIONS ARE SHOWN WN THUS: --- _ �V� / C,� �, / '�- EXISTING CONTOUR LINES ARE SHOWN THUS: - --5----- qa LL e,�1 ,ZiTae�y t/ .1 C� �j�G. r` / / R�HC� / ` { / j 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE is 1,000 GALLONS. p1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP �y VIAF° / FFER 6' 3 MINIMUM LEACHING SYSTEM FORA 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. �r�"y/. / -Ai I 75 NO TURF B� SBP E - 3 POOLS, 4' DEEP. 8' dia. ` 70 -_i.1 0' 'I PROPOSED 50% FUTURE EXPANSION POOL d's\�-c \ /�\ // / �1 ` II ,p0 1 g00 N 'gJff \\ \ \ 1 � ® PROPOSED 8' DIA. X 4' DEEP LEACHING POOL PROPOSED 1,000 GALLON SEPTIC TANK Q \QE \ \ yO�i p 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD ° \%CF { i� d / / ' �I / � I � � J Q�j.� � o, OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS e2��p°3 6�°°�0 4° \I, IL TEST HOLE DATA 0 1 F { \ Y" C7��\, �F q�j° VCU�e. q (AS SHOWN ON FILED MAP) coW ELEV 9 0' DARK BROWN SANDY LOAM OL i F 1 B2 5'ROWN SILTY SAND SM V W!� PALE BROWN FINE e �j \a { a O S 1 T5 MEDIUM SAND SP ELEV 3 6" Q� ®F fu O PFS e \ I ��OGS PO I 1 PALERBIN FINE -=y PREP M,rfjC ANC�W®W E-MINI M 6 Q Cn O TO MEDIUM SAND SP i STAN R 7 FUR.4�(S LIS F a d ° / // \O.O 1 I O { { JJ�� "'RRR �_`FB1A AN VEpOoA m W HE" S AN RO TED FO SUCH 5 THE NEW Y R T TE ND / ° b ' 1 `'O. 72' �Uj �C T LE AS CIA ° /}r �� , PROPOSED SEPTIC SYSTEM DETAIL NPILE CP OO (NOT TO SCALE)HOUSE �4' l �P I I o SOS FFlL 140' 4'TDEEP Umia� FINISHED GRADE t e�°e� -751 ELEV Fl - PRECAST REINFORCED CONCRETE COVER 24 dia LOCKING,WATERTIGHT&INSECT PROOF a" ° 123E e 1 BURIED 1'DEEP min 2'DEEP maz CAST IRON COVER TO GRADE MIN 4°dia " APPROVED PIPE 20"min P0•mi MIN a•dia TOP EL tl 3' FURTHEST LEACHING POOL PITCHED 1/4"/1- TOP ELEV 12.p' N y APPROVED PIPE a lTv I _ a' OF A 3 POOL SYSTEM ®�r PITCHED 1/8°/1' 6 INV EL 3- a ° CROSSOVER 3'CLEAN NYS Lic No 50467 ` ��, 1 P� 11 s' ELEV INVERT N m ELLEEVRT10.5 m PIPE °I, coLUR 6 F 3 m FLOW Ci UNAUTHORIZED ALTERATION OR ADDITION ° via\ ' BAFFLE Nathan Taft Corwin 111 TO THIS SURVEY IS A VIOLATION OF I n ' p SECTION N IA OF THE NEW YORK STATE o• I� N EDUCATION LAW I -I Land Surveyor TCOPES OF THIS HHEI LAND SURVEYORS LINKEGROUND WATER D SEAL ORRING < e d a I E°VOj,, ELEV�U 3 EMBOSSED SEAL SHALL NOT BE CONSIDERED il'l 1 TO BE A VAUD TRUE COPY ° 7a$' SEPTIC TANK (1) CERTIFICATIONS INDICATED HEREON SHALL RUN a$' TEST HOLE ELEV 9 0' ONLY TO THE PERSON FOR WHOM THE SURVEY AS SHOWN ON FILED MAP 1 MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS LEACHING POOLS (3) Title Surveys - Subdivisions - Site Plans - Construction Layout IS PREPARED,AND ON HIS BEHALF TO THE 1 TANK,8'LONG, 4'-3"WIDE,6'-7'DEEP 1 MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA TITLE COMPANY, GOVERNMENTAL AGENCY AND 2 CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS 3 POOLS,4'DEEP,8'dia LENDING INSTITUTION LISTED HEREON,AND �p 3 WALL THICKNESS SHALL BE A MINIMUM OF 3°,A TOP THICKNESS OF 6"AND A BOTTOM THICKNESS OF 4° 2 LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE(OR EQUAL) PHONE (631)727-2090 Fax (631)727-1727 TO THE ASSIGNEES OF THE LENDING INSTI- zc ALL WALLS,BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psi LEACHING STRUCTURES,SOLD DOMES AND/OR SLABS TUTION CERTIFICATIONS ARE NOT TRANSFERABLE na N/0/F I 4 ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT 3 ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL) ALFRED N DxNUNZIO Jr 5 THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS(WITH A MAX TOLERANCE OF 11/4") 4 A 10'min DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED OFFICES LOCATED AT MAILING ADDRESS 0 ON A MINIMUM 3"THICK BED OF COMPACTED SAND OR PEA GRAVEL 5 AN 8'mm DISTANCE BETWEEN ALL LEACHING POOLS SHALL BE MAINTAINED THE EXISTENCE OF RIGHT OF WAYS z & BARBARA H Di1VUNZIO 6 A 10 min DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED 6 AN 8' mm DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED 1586 Main Road P 0 Box 16 AND/OR EASEMENTS OF RECORD, IF Jamesport, New York,11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. II - _�q S.C.T.M. NO. DISTRICT: 1000 SECTION: 75 BLOCK: 6 LOT(S):J.I 4 � so s0, oo, Q� �� °�� 83s�•� LAND N/F 1 OF JUAN A. MONZON ZONIA M. ALVARADO s \ O° f �. ,+� I , LAND N/F + ► OF AA ��u 6� ► ��a JEFFERY ANDRADE '�� ► TIDAL WETLANDS tree ► I AS SHOWN ON FILED MA VP�, � 75'I Oma ► o NON—TURF v, al., dl►. BUFFER .I► �� all, ! ®® ,I►. i i NGE � i I ROP .0 ER .,I.. �4 FOUNDATION �C'o ��o, - v _ 04-13-15 9 ♦ � �� o +'o 6' �o •o. 61 0. a 5� APR 14 2015 61 GG DEPT FO1P!N OF SOU I HM THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA: 80,050 SQ.FT. or 1.84 ACRES ELEVATION DATUM: ------------------------- 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 1S 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 STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: LOT 1 CERTIFIED TO: JOSEPH MUNAFO; MAP OF: JOHN SCOTT JODI MUNAFO• FILED:APRIL 27, 2009 No.1 1699 SITUATED AT: PECONIC - TOWN OF: SOUTHOLD _ KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK 01.1 Professional Land Surveying and Design f� P.O. Box 153 Aquebogue, New York 11931 FILE # 14-192 SCALE: 1 „=50' DATE: APRIL 12, 2015 PHONE (631)298-1588 FAX (631) 298-1588 N.YS. LISC. NO. 050882 maintaining the records of Robert J. Hennessy k Kenneth M. lioychuk F¢" SURVEY OF DRAINAGE SYSTEM CALCULATIONS - DRIVEWAY AREA 1,990 sq. fl. LOT I �P ..d< 5 1,990 sq ft. X 0.17 = 338 cu. ft. 338 cu. ft. / 42.2 = 8.�,vertical ft. of 8' dia. leaching pool required MAP OF PROPERTY OF i ¢J / PROVIDE (2) 8' dia. X 4'�Ihigh STORM DRAIN POOLS JOHN S C 0 TT ROOF AREA: 1,726 sq. ft. S1,726 sq. ft. X 0.17 = 293 cp. ft a �0�/ `�'p�� 293 cu. ft. / 42.2 = 7 0 vertical ft. of E' dia. leaching pool required FILE No. 11699 FILED APRIL 27, 2009 �� // S2'• 2 G9 PROVIDE (2) 8' dia. X 4'thigh STORM DRAIN POOLS SITUATE PROPOSED 8' DIA. X 4' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: ( j PEC 0 NI C F O �b¢y 9S8 �aGB�V�0�2 PROPOSED 8' DIA. X 4' DEEP DRYWELLS FOR DRIVEWAY RUN-OFF ARE SHOWN THUS:(^� TOWN 0 F S 0 U T H 0 LD N G O �� SUFFOLK COUNTY, NEW YORK ¢ �~' �yi /\ °N0`°o ¢P S.C. TAX No. 1000-75-06-3.1 SCALE 1"=50' eev A 11 °� ° ,i / �tio o° AUGUST 25, 2014 4.� F �ary� AREA = 80,050 sq. ft. ^3 `.) EROSION &S (MENT CONTROLS `� �. .� �� ° 1s WELL ,.83$ 4C. iShall include, ut not be limited to: `� / / Xro / °s 101. v CERTIFIED TO: 7 PO�i j ��1 JOSEPH MUNAFO A well maintained Construction Entrance / ° / O C� / / I �i�+° JODI MUNAFO ¢ ¢Ooh 1 ° / of 130 , cn— ADVOCATE'S ABSTRACT, Inc. j ° \ Wire Baked Slit Fencing, stabilization & / °� `�� G / / FNc� d 9 WESCOR LAND TITLE INSURANCE COMPANY / �F 44a / / �° ,5 ti� �,o 9 /1A </ \\ Seeding of exposed and/or inactive soils. `�/ �s G // y ' P�� CLEARING NOTE 16�/ a •/ \� / ` � by// I� J y CLEARING OF NATIVE VEGETATION LIMITED TO 35.0/ ^ OF TOTAL LOT AREA I / / WOOD / d a / / � NOTES a _ a Off: 1 ` / LOT ��/ / 6"? EXISTING // r/ 1, ELEVATIONS GARE ELEVATIONSREFERENCED ARE SHOWN THUS:LS DATUM — \ / � l!'J EXISTING CONTOUR LINES ARE SHOWN THUS* - --5----- TT"" / l fqR RAINAGE I PEGTIQNS R DIRE® / / 74,01 /' / / 2. MINIMUM SEPTIC TANK CAPACITIES FORA 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. // C� 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP contact'TOS En`ineering at 76 1 0 before \�\ O� / I/L g16FFER �b7 3. MINIMUM LEACHING SYSTEM FORA 1 TO 4 BEDROOM HOUSE IS 300 sq-ft SIDEWALL AREA. / r TURF 3 POOLS; 4' DEEP, 8' dia. "Av� E3ackfell, OR Prove a Engineer'sdC atlOn /Fs �VL ,t� �� i 75 NO �o. Q\SN��p ��00' 'L PROPOSED 50% FUTURE EXPANSION POOL that the drainage s been hYstll t� ode. /� , \ '� / �, 1 o N e�fF \\ 1 � / V � / \ 11 \ � ® PROPOSED 8' DIA X 4' DEEP LEACHING POOL \�� / I ` ® PROPOSED 1,000 GALLON/SEPTIC TANK APPROVAL OF STORMWATE MANAtEI1A \ o / ie y�� 9 DQE \ ° ° 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD CONTR�L PL 1Z n Code" r � a i \yc� (Ld / Oy�O \� / \ I ` J Qy�' \2°2 OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. �'' J { \ FQ•S \ ®ate. 5—16 ^°c I ti`o aP�O�o�`�b O�aFt ° `� TEST HOLE DATA A / ,,r�'° �� o o y / Approved by: J i1 / ��e ��, yah �, 1 g 5P A (AS SHOWN ON FILED MAP) (7' O ELEV 9.0 0• DARK BROWN SANDY LOAM OL YPP-7 A �e�i �k Bz s'ROWN SILTY SAND SM PALE BROWN FINE TOM EDIUM SAND SP 'py a \d d &7vp \ e SOA I gs ELEV. 3 6 5 4• \ "Y ° ° \ / T O��O <J I WATER IN PALE BROWN FINE PREPARED IN�tORD��CC��,,_ IjjNARISH UM s P O ! I TO MEDIUM SAND SP STANDARDS OR SUT2VE VED • a d as / O.O /\\ / o' BY THE L }JSI.�StJ,bp��N'ERWO-VEEPT / / ? 12'TORE SRSOc71+ 41 � ° 4� PROPOSED SEPTIC SYSTEM DETAIL (NOT TO SCALE) a$j, ``� s ..+ ro \` vt �•�� / v I 0'S HOUSE TOP BURIED F FL 140 4'DEEP moat f a ` Q G FINISHED GRADE $ V V :e=�` �`.^ •,�' �' a QF'O / �P E24"diLOCKING.WATERTIGHT&INSECT PROOF I 11 �FlELNEISVH 13'GRADE PRECAST ED REINFORCED D m 2'D COVER mm max CAST-IRON COVER TO GRADE '�+^•"' d / / S MIN 4'dta 20'min�l MIN 4'dw TOP EL 11 3' ,�•� / APPRM. 14'-11' VED PIPE zo•m�n APPROVED PIPE FURTHEST LEACHING POOL " ILjs « '� / G -1\ '300 PITCHED 1 a'1' TOP ELEV 1ao• N PITCHED 1/8'/t. e' g OFA 3 POOL SYSTEM ;1;4'N d,�^ 4 INV EL CRDSSOVER 3 CLEAN r ,4N Y Uc No 50467 N m ('Q 11 5' INVERT INVERT PIPE SAND a L.r'. �.1 Q ELEV L 3 m FLOW ELEV ID 5: ° ,` COLLAR „_„ UNAUTHORIZED ALTERATION OR ADDITION e � I L� � - c Nathan Taft Corwin III TO THIS SURVEY IS A VIOLATION OF 1 d N SECTION 7209 OF THE NEW YORK STATE �� • ~ EDUCATION LAW Land GROUNDWATER y I R• Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING 9° < ° THE LAND SURVEYOR'S INKED SEAL OR < d d,�. I ELEV 5.5: EMBOSSED SEAL SHALL NOT BE CONSIDERED , TO BE A VALID TRUE COPY a SEPTIC TANK (1) _ TEST HOLE ELEV 90' LEACHING POOLS (3) CERTIFICATIONS INDICATED HEREON SHALL RUN = ONLY TO THE PERSON FOR WHOM THE SURVEY AS SHOWN ON FILED MAP 1 MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS Title Surveys - Subdivisions - Site Plans - Construction Layout PREPARED, AND ON HIS BEHALF TO THE 1 TANK,8'LONG,4'-3'WIDE,6'-7'DEEP 1 MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 eq ft SIDEWALL AREA - Title CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 30DO AT 28 DAYS TITLE COMPANY, GOVERNMENTAL AGENCY AND P%� 3 POOLS,4'DEEP,e'dta LENDING INSTITUTION LISTED HEREON,AND 3 WALL THICKNESS SHALL BE A MINIMUM OF 3',A TOP THICKNESS OF 6'AND A BOTTOM THICKNESS OF 4' 2 LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE(OR EQUAL) PHONE (631)727-2090 FOX (631)727-1727 TO THE ASSIGNEES OF THE LENDING INSTI- o ALL WALLS,BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 PST LEACHING STRUCTURES,SOLID DOMES AND/OR SLABS TUTION CERTIFICATIONS ARE NOT TRANSFERABLE 0oz N/0/F 4 ALL JOINTS SMALL BE SEALED 50 THAT THE TANK IS WATERTIGHT } pJy COVERS SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL) ALFRED N DvVUNZIO Jr I 5 THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS(WITH A MAX TOLERANCE OF t1/4-) 4 A 10'mtn DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED OFFICES LOCATED AT MAILING ADDRESS 0ON A MINIMUM 3"THICK BED OF COMPACTED SAND OR PEA GRAVEL 5 AN 8'mm DISTANCE BETWEEN ALL LEACH THE EXISTENCE OF RIGHT OF WAYS z 6 A 10' EPTIC TANK AND HOUSE SHALL BE MAINTAINED ING POOLS SHALL PT MAINTAINED 6 AN 8' m n DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED 1586 Main Road PO Box 16 AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jannesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. S.C.T.M. NO. DISTRICT: 1000 SECTION: 75 BLOCK: 6 LOT(S):J.I �y1 4, '9' °os 8 LAND N/F of JUAN A. MONZON ZONIA M. ALVARADO oo�, sus \ of r s +'� ► LAND N/F Dc� rpr ,�$ ► OF � 0�6�� JEFFERY ANORADE 41 ► TIDAL WETLANDS tie 1 ► AS SHOWN ON FILED MA f 1 751 NON- O PE �, � TURF r \ 1 '0O 1 1 gPNGE -1 III, AIIL STORAGE s+EO a \ tCl 4BEDROOM s-r:-- � e� o. WOOD (I 8'W�Y4'DEEP LP.O 4.�9 o.PORCH STEPS SEPTIC LOCATION POINT A" POPINT78" \ S.T. 18.5' 41' L.P.11 19' 52' L.PjF2 31' 58' L.P.#3 21' 1 47' THE WATER SUPPLY, WELLS, DRYW£LLS AND CESSPOOL FINAL SURVEY 04-15-16 LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS, AREA: 80,050 SQ.FT. or 1.84 ACRES ELEVATION DATUM: _________________________ 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-DIMENS/ONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED iTO_MdNUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS ASND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY •P`4 SURVEY OF:;'LOOT CERTIFIED TO: JOSEPH MUNAFO; MAP oF: JOHN SCOTT JODI MUNAFO• FILED:rt"PRIL,,,,27, 2009 No.1 1699 r=i - SITUATED AT:._PECONIC° i; TowN�oF: SOlTHOLD ` KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY;--,NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 PHONE (831)298-1588 FAX (631) 298-1588 FILE # 14-192 SCALE: 1 "=50' DATE: APRIL 12, 2015 N.YS. LISC. NO. 050882 maintaining the records of Robert J. Hennessy k Kenneth M. 1loychuk S.C.T.M. NO. DISTRICT: 1000 SECTION: 75 BLOCK: 6 LOT(S):3.1 Lo —64� SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS FOR AINGLE FAMILY RESIDENCE )ate 2 7 20% H.S.Ref.N®• IEl0-1L1�o®*`I The sewage disposal and vaster supply ffacilities at this lotion have been Inspected and/or cartilied by this Department or other agencies and found to be satisfactory FOR A MXXIMUM BEIDIROOMS. Walter J. Hilbal, `Gj4,• ,,� ss C,}f3sC�3 tai V�1:��tv�k3tc;3"Ei9 i:a�2filGnQ + �o �� O� ��, � LAND OF/F JUAN A. MONZON ZONIA M. ALVARADO � LAND N/F 1 S�, ,�� i I OF �0 '0�� JEFFERY ANDRADE I 1 LP TIDAL WETLANDS i AS SHOWN ON FILED MAP j I 751BUFFERURF a11, E \ ® � NDN�vFF R � ,I,• - -- ------r- - -- - �� _ _ - -- - - - -- -�,�. •�. eros SHED \ ® Q Poi•vp \O 6° 4 BEDROOM Sn EM RE wow (3}'F AT L.P.O TORCH STEPS ql SEPTIC LOCATION POINT'4" POPIN7"13" V D S.T. 18.5' 41' L.P.11 19' 52' L.P12 31' 58• AUG - 2016 L.P.13 31• 47' R W _ BURMING DEPT. Milli TOWN OF SOUTHOLD UM CO. HEALTH SERVICES THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL REVISE SEPTIC MEASURMENT 06-18-16 OFFICE"OF `' STEVRAT L��-fa LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS FINAL SURVEY 04-15-16 AND OR DATA OBTAINED FROM OTHERS. AREA: 80,050 SQ.FT. or 1.84 ACRES ELEVATION DATUM- ------------------------- 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 /S PREPARED AND ON HIS BEHALF TO THE ATLE 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 STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE AME OF SURVEY SURVEY OF: LOT 1 CERTIFIED TO: JOSEPH MUNAFO; MAP OF: JOHN SCOTT JODI MUNAFO• FILED:APRIL 27, 2009 No.1 1699 SITUATED AT: PECONIC TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK - - Professional Land Surveying and Design i & P.O. Box 153 Aquebogue, New York• 11931 FILE PHONE (831)298-1588 FAX (831) 298-1588 14- 192 SCALE: I "=50' DATE: APRIL 12, 2015 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Iloychuk REScheck Software Version 4®5.0 f2f Compliance Certificate DECEE WE Project Munafo Residence � DEC 2 3 2014 Energy Code: 2010 New York Energy Conservation �� Location- Suffolk County, New York BLDG DEPT Construction Type: Single-family 1 TOVVI�l OF SOUTHOLD Project Type: New Construction Conditioned Floor Area: 2,616 ft2 Glazing Area 14% Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 75 Wells Road Joseph Munafo John J. Condon, P.E. Peconic,NY Condon Engineering, P.C. 1755 Sigsbee Road Mattituck, NY 11952 298-1986 Compliance: 18.4%Better Than Code Maximum UA: 441 Your UA: 360 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Glazing Assembly or C-avity Cont. or Door UA Ceiling 1: Flat Ceiling or Scissor Truss 1,080 38.0 0.0 0.030 32 Floor 1:All-Wood joist/Truss:Over Unconditioned Space 1,536 30.0 0.0 0.033 51 Wall 1:Wood Frame, 16" o.c. 504 19.0 0.0 0.060 23 Window 1.Wood Frame:Double Pane with Low-E 17 0.290 5 Window 2:Wood Frame:Double Pane with Low-E 17 0.290 5 Window 3:Wood Frame:Double Pane with Low-E 17 0.290 5 Window 4:Wood Frame:Double Pane with Low-E 17 0.290 5 Window 5:Wood Frame-Double Pane with Low-E 17 0.290 5 Window 6:Wood Frame:Double Pane with Low-E 17 0.290 5 Door 1:Solid 26 0.390 10 Wall 2:Wood Frame, 16" o.c. 378 19.0 0.0 0.060 20 Window 7:Wood Frame:Double Pane with Low-E 17 0.290 5 Window 8:Wood Frame:Double Pane with Low-E 11 0.290 3 Window 9:Wood Frame:Double Pane with Low-E 11 0.290 3 Wall 3:Wood Frame, 16"o.c. 504 19.0 0.0 0.060 22 Window 10:Wood Frame:Double Pane with Low-E 17 0.290 5 Project Title: Munafo Residence Report date: 12/23/14 Data filename: Untitled.rck Pagel of 8 1 Gross Area Glazing, Cavity Cont. Assembly or Door Perimeter U--Factor Window 11:Wood Frame:Double Pane with Low-E 17 0.290 5 Window 12:Wood Frame:Double Pane with Low-E 12 0.290 3 Door 2:Solid 21 0.390 8 Door 3: Glass 21 0.390 8 Door 4: Glass 42 0.290 12 Wall 4:Wood Frame, 16"o.c. 378 19.0 0.0 0.060 17 Window 13:Wood Frame:Double Pane with Low-E 17 0.290 5 Window 14:Wood Frame:Double Pane with Low-E 17 0.290 5 Window 15:Wood Frame:Double Pane with Low-E 17 0.290 5 Window 16:Wood Frame:Double Pane with Low-E 17 0.290 5 Door 5: Glass 21 0.390 8 Wall 5:Wood Frame, 16"o.c. 288 19.0 0.0 0.060 16 Window 17:Wood Frame:Double Pane with Low-E 9 0.290 3 Window 18:Wood Frame:Double Pane with Low-E 9 0.290 3 Wall 6:Wood Frame, 16" o.c. 240 19.0 0.0 0.060 13 Window 19:Wood Frame:Double Pane 17 0.290 5 Wall 7:Wood Frame, 16"o.c. 288 19.0 0.0 0.060 17 Window 20:Wood Frame:Double Pane with Low-E 11 0.290 3 Wall 8:Wood Frame, 16"o.c. 240 19.0 0.0 0.060 14 Window 21:Wood Frame:Double Pane with Low-E 4 0.290 1 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.Theproposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in RESch sion 4.5.0 and to comply with the mandatory requirements listed in the RESchecc Inspect' n Checklist. ame-Title Date Project Title: Munafo Residence Report date: 12/23/14 Data filename: Untitled.rck Page 2 of 8 NOTE: AFCI OUTLETS IN ALL BEDROOMS. GENERAL NOTES: 1 �I 1 . FINAL QUANTITY AND LOCATION OF BASEMENT WINDOWS SPALL BE DETERMINED BY OWNER 22'-0" _ _ 3'-a" S.D C.M.= SMOKE DETECTOR/CARBON _ AND G.C. AS REQ D. 1O'-0" MONOXIDE DETECTOR S.D = SMOKE DETECTOR 2. WRITTEN DIMENSIONS SPALL TAKE PRECEDENCE OVER SCALED MEASUREMENTS. - - - - - - - - - - -I L - - - - - - - - - - - - - - -Z49 r - - - - - - - - - - - - 1 NOTE: 3000 PSI CONCRETE 3MAT RIALS SPALLNCONFORMD TO STATEONG. FILLED LALLY COL. w/ j j NOTE: 3500 PSI CONCRETE AND LOCAL BUILDING CODE REQUIREMENTS. " "VIE I I „ „ = TO BE USED FOR GARAGE DD I I 42 X42 X12 D GONG. FTG. W/ (3) I I I #5 REBAR, E.W. AT POINT LOADS I 6 SLAB, EXTERIOR STEPS & 4 CONSULTATION WITH CLASSIC COLONIAL 813 0 2016 I I I I LANDINGS HOMES INC. IS RECOMMENDED REGARDING 72 1 1 - ANY CHANGES TO THE STRUCTURAL OR c I I I 1 AESTHETIC CONTENT OF THESE BUILDING T �CVN Fs0>UTDOLD I I I I I ADDITIONAL NOTES: PLANS. z 1 — — i . OUTSIDE AIR MAY BE REQUIRED FOR ALL Q FIREPLACES, BOILERS, FURNACES, ETC. 5. CONCRETE FOUNDATION WALLS AND I 3 Q 1 8" DIA. GONG. PIER FOOTINGS ARE DESIGNED FOR NORMAL SOIL W ' 1 Ci 4" REINFORCED �i 1 1 o Tl'ST ONS BELow 2. RADON GAS VENTING MAY BE CONDITIONS. THE GENERAL CONTRACTOR IS 1 1 Z GONG. SLAB I 1 FR REQUIRED. OWNER AND GC TO RESPONSIBLE FOR INFORMING CLASSIC I I DROP WALLA I , DETERMINE DESIGN, LOCATION COLONIAL HOMES INC. OF SOIL CONDITIONS C14DOOR 1 i AND INSTALLATION. THAT MAY REQUIRE ADDITIONAL ENGINEERING 4" GONG. FILLED LALLY COL. W/ 1 1 3. WIND ZONE MAY REQUIRE SPECIFIC QQ ~ 'X42"X12"D GONG. FTG. w/ (3) 1 NAILING PATTERNS OR ADDITIONAL co I I a #5 REBAR, E.W. AT POINT LOAD I SIMPSON METAL CONNECTIONS. TBD BY G. 2-#5 REBAR REQUIRED AROUND ALL I I OUR THIS FTG. ON UNDISTURBE 1 G.C. ! FOUNDATION OPENINGS EXTENDING AT 10'-0" E TN _12'-O" _ --_ 1 I LEAST 2' BEYOND OPENING ON 3 SIDES. 4. SITE CONDITIONS MAY REQUIRE I I .E. 3 SIDES OF PROPOSED BASEMENT �� ADDITIONAL FOUNDATION WALL ( 1/2 G.W.B. CLAPBOARD SIDING 1 REINFORCEMENT. TBD BY G.C. WINDOWS) 3" EXPOSURE MIL POLY V.B. a I I l4 _ J I 1 10" DIA. GONG. PIERS DO NOT BACKFILL FOUNDATION WALLS UNTIL "TYVEK" P.W. i 1 ' 1 , I POUR BELOW FROSTLINE I _ — _ — — — — _ —� — — — — — _ — — — — — — — J 1 CONCRETE HAS ACHIEVED 75% OF 28 DAY 3/4" SUBFLR. 1/2" CDX PLYWOOD 1 1 STRENGTH AND FIRST FLOOR FRAMING IS - " g'-0" e'-g" � COMPLETED q 1/2" TJI 230 JSTS., 16" 2X6 STUDS, 1G" O.C. W/ - - - - - - - - - - - - - _ - -, - - - - - - - � _ - O.C.W/R-30 F.G. INSUL. R-21, H.D. F.G. INSULATION I 1 1 1 1'-0" - -- 0 10 22'-0" 1 I Of — s 1 I7 100'-0" TYPICAL TOP OF FOUNDATION WALL AT F — I I 1 MAIN HOUSE, CONNECTOR AND CARRIAGE SHED 2X8 P.T. SILL W/ SEAL 1 1 I 4111 a l 4" SU GESTED LOCATION 0 _ 1 "BI co" BASEMENT DOdR I FULL i = 5/8"x10" ANCHOR BOLTS a (2) 5/8" DIA REBAR I BSNNT. 1 _ 26'-6" of-- '� 4'-0" " CONTINUOUS o L — — — — i i �- FROM CORNERS W THNM N. 1 I I 1 2 ANCHOR BOLTS PER I I SILL SECTION ° WATER PROOFING — — — — — — — — ° 8" CONIC. FOUND. WALL ----� I - - - - -- —I - _ 1 ao L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - � 1 0 9q'-6" TOP OF �� FOUNDATION WALL 4 CONC: SLAB W/ ` 1 1 in o AT GATHERING RM. (o"X6", #lOX#10 N.W.M. 4 �� 41 ' I 20,_0" ONLYop e SAND STOP ° 1 i FULL BASEMENT -- 1 —,a — - - - - a ° 0 1 _ - 1 6'-6° 6'-4° 31-1011 V-011 8'-4" 8'-0" N i ' r - - ` — — — — ' — COMPACTED FILL - 1 ---- _.-.. ---.._.. - - - - --- - - --- ---- - --- - - - - -► 0 4 4" GONG. FILLED STEEL 1 = - LALLY COL. W/ 42 X 42 ]pill LI E RaP I 11 G" X 12" CONC. FT .X 14" GONG. TG. W/ FO NITON WI ILLI G �'6,_�" ��1 �-2'-s" 4 DIA. PERFORATED - i (3)#5 REBAR E.W. (2) 5/8" DIA REBAR DRAIN PIPE W/ WASPED (POINT LO D) r I CONTINUOUS STONE ABOVE _ — 1 EE G NG FTG. ;=c R , I 1 - ► -1 r , - 1 w #5 .-CA ( T6-0—1 E "�1 o _ , 1 IV I rJ - J - 4' --R I AB ON G E.. - I I co - SILL/ FOUNDATION D - - - BEAM 6 1 BEAM P KET 7" W. X 12" 1 1 POCKET 7" A 1 I H. X 4" I I 1 1 P. - 1 3-1/2" GONG. FILLED X 4" D. i STEEL LALLY COL. W/ 36"- I - - 1 �r�� I `-1 X 36" X 12" GONG. FTG. L — — — — J _ �� LINE O RCDP N 4" 8 14" _ �� o 1 1 (-rYp.) _ � � FOUND9 T ON W LL I I I N 12" DEEP GONG. FTG. FOR ( 1 FRPLCE W/#5 REBAR, 1211 I - O.G. (BOTH DIRECTIONS) 201-011 -- 1 - ,. I 5'-0" x p� NFip 40, L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — SIC - - - - - - - - - - - - - - - - - - - - r - - - - -� - - - - - - — - - - - - - - - mak # y , t..s 15'-0" 1 I 6'-0" I 1 - , .:.. ;, pa r * 4r i I 1 � ,may � 3 r x. '`�� A �✓ �; � �p 0 -011 `r •~ 41- 67'-6* o FOUNDATION FLAN 0 REVISION DATE: DO NOT COPY 1/4��= 11-011 CLASSIC COLONIAL HOMES, INC. The reproduction of this plan in any form 10.09.2014 constitutes an infringement of federal copyright Munafo Residem D [ECEff[E laws 0 . Contact CCH for authorization. CustomCanpeAUG - 8 2016 P.O. Box 514Leverett, MA 01054LICENSE NUMBER: These plans are sold for the construction ofone(1)dwelling unit only.All original • 1 XL S-1VIC 14 plans remain the sole property of Classic . �• - 1-413-367-9233 www.cchonline.com P P Pew BUILDTNTGD�:,I'�'. Colonial Homes,Inc. 2014 TOWN OF SOUTHOLD 'I Iww I I I I 241-011 21-011 221-011 100I RAFTER OVERgANG 0 r- - - - - - - - - - - - - - - - - - - - - - - - � HEADER SCHEDULE - ' I FRAMING NOTES: ' 3-2X6 W 1 " FOAM INSUL. I 1 . INSTALLATION OF ALL FLOOR FRAMING / MATERIALS MUST CONFORM TO /� v I MANUFACTURERS SPECIFICATIONS. (T.J.) [� CCC V 9 2 3-2X8W/ 1 FOAM INSUL. = I D a - 2. MASONRY CONTRACTOR SHALL VERIFY SIZE AUG 3 0 2016 A „ w - AND LOCATION OF OPENINGS FOR MASONRY 3-2X10W/ 1 FOAM INSUL. o o u `� I IN FLOOR FRAMING WITH G.G. . w w O m I BUILDING DEPT. A2-2X8 W/ 1 /2” PLYWD. Q _ _ I 3. FLOOR FRAMING SUPPLIER TO VERIFY TOWN OFSOUTHOLD W 1 - N 7 SIZING OF ALL FRAMING COMPONENTS. A2-2X10 W/ 1 /2" PLYWD. x 0 N x w a J.P. = JOIST BANGERS AS REQ'D. j 6 2-2X12 OVER GARAGE DRS. �o - -�-- I 6 X ---- cv I NOTE: 2ND FLOOR OF GARAGE IS DESIGNED FOR 5 USE AS STORAGE SPACE I O r5-> I --- LO a I L - - - — (2) 1-3/4" x q 1/2" (3) 2X10 P.T. BM. ( ( , LVL BM. i -- i J.I� J.1-•1 I 1 �� 2X P T. JSTS. j 2 I J N I 2X1611 O.C. C G. JS S. i XUj i NN I I I cv � 0 i I 2 I I (3) 1-314 x q-�/2" ( ISI LVL_ SM q 1/2'� T 1 2 0 STS., 6" D.C. - L - - - - - - - - - - - - - - - - - -- - - - - - - I q 1/2' T 1 230 STS., �� i t 6D.C. i 1 I 9-1/2" TJ 220 I I ( ( ) X OL MN 4'-0" 4'-0" 4'-0" 41-0111 op I I O -3 4 x q- /2" I JS S. ib O.C. I ( I I T S P OR B I LVL M. O ER OPENING I ' ( ) 2 I — I O 1 3/ x 16" ' I I I I (3) -314 x 11-7/B ( ) -3 4 x 11- /B VL BM VL BM. ( ( i ( ) 1 -3/A x G. TO VERI I n I L L M. N G J.N I NRY O (2 2X8 IES FLA ING IT— "BETTER � JA I RAFTE W/ TRI 3 B TT R �� EA E M. 61 SEE D AIL 5PT. (2 1 /4 14 L L M. W/ (1) /4 S EE PAT O EQUAL OV R OP NIN I 4 11--17/B+ 1 - VL BM T P. iAT I ' ( I •N ( I I O X OLWMN I I I I I 1 i —�� i PE I N S I I I I , u T UP OR B 13 0 oilI 1 1 ,- „ 1 i Ln 10 I I i I I - - --- I D 9--1/2 ' T 12 0 I q-1/2" T I 30 I - - - -- - - - - - - - - - - - - - - -- - -- - - � II I I J TS , 1 " C .C. I J T 1C.C. q.-1/2 ' T 1 2 0 % 1 0q 1/ ' T I 30 I I + I I J TS 1 " O.C. J T , 1 " G. I 2 2 J.N (2) I , i I N i N — - - — - - — — — — - - — — — � .1 -1— -� �- — - - — — — — — �6. O 2 0 0 A -. yon Al I I N F) LAN_ SECOND FLOOR FR G o FIRST FLaoR FRG 114"== 1 -0 - •G � �`o i SS►4N�� REVISION DATE: DO NOT COPY CLASSIC COLONIAL HOMES, INC. The reproduction of this plan in any form - Munafo Residence liY 11 . 17.2014 constitutes an infringement of federal copyright laws c0 . Contact CCH for authorization. _ P.O. Box 514, Leverett, MA 01054 p Custom Carlime LICENSE NUMBER: These laps are sold for the construction ofr 1 one (1) dwelling unit only. All original i • 1 XLS-MC 14 plans remain the sole property of Classic ILI 4' 1-413-367-9233 www.cchonline.com Colonial Homes, Inc. 2014 i _ i NOTE: AFCI OUTLETS IN ALL BEDROOMS. GENERAL NOTES: 1 . FINAL QUANTITY AND LOCATION OF BASEMENT 01 (n'-°" WINDOWS SHALL BE DETERMINED BY OWNER L 3'-a" 9 .MONOXIDE G.M = SMOKE DETECTOR/CARBON AND G.G. AS REQ'D. 10'-0" DETECTOR oe SMOKE DETECTOR 2. WRITTEN DIMENSIONS SHALL TAKE _ _ _ _ _ _ _ _ _ _ J L _ _ _ _ _ _ _ _ _ _ _ _ _ PRECEDENCE OVER SCALED MEASUREMENTS. 6 I I (-- - - - - - - --1 r - - - - - - - - - - - - 1 NOTE: 3000 PSI CONCRETE 3. ALL CONSTRUCTION METHODS AND I I 4" CONC. FILLED LALLY COL. W/ I I j MATERIALS SHALL CONFORM TO STATE I I l__r__ I I NOTE: 3500 PSI CONCRETE AND LOCAL BUILDING CODE REQUIREMENTS. I i ! 42"X42"X12"D GONG. FTG. W/ (3) I i TO BE USED FOR GARAGE #5 REBAR, E.W. AT POINT LOADS I , 6 SLAB, EXTERIOR STEPS & 4 CONSULTATION WITI-I CLASSIC COLONIAL I I I I LANDINGS HOMES ING. IS RECOMMENDED REGARDING ao I I I - ! ANY CHANGES TO THE STRUCTURAL OR I I I I AESTHETIC CONTENT OF THESE BUILDING I I N Z I I j ADDITIONAL NOTES: PLANS. I I _j I I _ L OUTSIDE AIR MAY BE REQUIRED FOR ALL t-- FIREPLACES BOILERS FURNACES ETC. 5. CONCRETE FOUNDATION WALLS AND I 3 I I ! 5" DIA. GONG. PIER FOOTINGS ARE DESIGNED FOR NORMAL SOIL 1 TYP. POUR BELOW o o 4" REINFORCED I I 2. RADON GAS VENTING MAY BE CONDITIONS. THE GENERAL CONTRACTOR IS `� I I o ra( —GONG. SLAB I I I j FROSTLINE REQUIRED. OWNER AND GC TO RESPONSIBLE FOR INFORMING CLASSIC -1 DROP WALL AT—� i m DETERMINE DESIGN, LOCATION COLONIAL HOMES INC. OF SOIL CONDITIONS DOOR i i Q I AND INSTALLATION. THAT MAY REQUIRE ADDITIONAL 4 GONG. FILLED LALLY COL. W/ ENGINEERING C1Q ~ -- 'X42"Xt2"D GONG. FTG. W/ (3) 1 I 3. WIND ZONE MAY REQUIRE SPECIFIC I I I i NAILING PATTERNS OR ADDITIONAL a0 #5 REBAR, E.W. AT POINT LOAD i SIMPSON METAL CONNECTIONS. TBD BY G. 2-#5 REBAR REQUIRED AROUND ALL THIS FTG. ON UNDISTURBE I I 10'-0" Fz�RTI-I 12'-0" I G.C. FOUNDATION OPENINGS EXTENDING AT I _ 4. SITE CONDITIONS MAY REQUIRE LEAST 2' BEYOND OPENING ON 3 SIDES. ADDITIONAL FOUNDATION WALL ( I .E. 3 SIDES OF PROPOSED BASEMENT „ , I I I I 1/2 G.W.B. - - ;� _ _ CLAPBOARD SIDING 1 I REINFORCEMENT. TBD BY G.C. WINDOWS) 3" EXPOSURE I I I I 4 MIL POLY V.B. ---- - J 10 DIA. CONC. PIERS r in v I I I I POUR BELOW FROSTLINE DO NOT BACKFILL FOUNDATION WALLS UNTIL -- TYVEK N.W. I L__ _ _____ __ _ _ __ _ _ _ ____ _ __ J I ,-' -, CONCRETE HAS ACHIEVED 75/ OF 28 DAY „ _ __ ' 3/4 SUBFLR. >� -- 1/2" GDX PLYWOOD , STRENGTH AND FIRST FLOOR FRAMING IS ;..� - - - - - - - - - - - - - - -, - - - L _ qt-0" __ 8� COMPLETED q 1/2" TJI 230 JSTS., 16 2X6 STUDS, 16" O.C. W/ i F - i - _ R-21 H.D. F.G. INSULATION I 1._0.. O.C.W/R 30 F.G. INSUL. ,.c. 01 >-c 11, �'_p" - ;H I I I t, T �--� 2X8 P.T. SILL W/ SEAL SU GESTED LOCATION bF I 4111 ' u u II , � BI CO BASEMENT DodR 1 - i FULL i 1 0" ! 5/8"x10" ANCHOR BOLTS i� (2) 5/8" DIA REBAR L _ - _ _ _ BSMNT . 26 _ 4'-0" O.C. AND WITHIN 12" CONTINUOUS I I 1 I FROM CORNERS WITH MIN. I i 1 I 2 ANCHOR BOLTS PER I I 1 SILL SECTION - WATER PROOFING -- � - -j �- - - - - - - - - - - - - — —- -- i co. 8" CONC. FOUND. WALL m r -� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1 I o OTE:CRAWL 4" GONG. SLAB W/ i I I �, _ SPACE VENTS 6"X6", #i 0X#10 N.N.M. IF REQUIRED - 4 �� 41 I . I I � 20'-0" T.B.D BY G.C. - / SAND STOP I i FULL BASEN ENT o I I t I L - - - - - - - - - - - - - - - - - - - - - - o0 6'-4" 3'-10" 3'-0" 8'-4" a'-0" cw ( _ of - - - - - - - — - -- - - - - - - - - - - - - - i I 1 --�f - e'-7 e'-7" 2'-i I ! COMPACTED FILL —tea ! 4 CONC. FILLED STEEL I _ , Nv LALLY COL. W/ 42" X 42 ' 16" X 12" CONC. FTG. ---� i I " X 14" GONG. TG. W/ a „ o o I �` 1 12 -8 4 DIA. PERFORATED I i _ (3)#5 REBAR E.W. � ; f ! � � _ _ _ (2) 5/8" DIA REBAR `� � DRAIN PIPE W/ WASHED ( POINT LO D) — - i CONTINUOUS STONE ABOVE X. 1 _ F I i I ' I - I - 1 I- I - I - _ I o F — - � r - �- J I _ i I - T I - o I - - I - 6 I - ,� - _ =J Ir-j .r._I L - - �_ ; SILL/ FOU N DATION DET' AIL �. BEAM POCKET 7 N. X 12 1 `-- „ -I A - I I N. X 4" 1 I 12 DEEP CONC. FTG. FOR �� I --- FRPLCE. W/#5 REBAR, 12" �� i 3-1/2 CONC. FILLED `'� _�_. ~'" w--_ - O.C. (BOTH DIRECTIONS) J I I STEEL LALLY COL. W/ 3611 � 1 I X 36" X 12" GONG. FTG. -L. - - i _ _ J �'�h' 4" rs 1 4" ' 12" DEEP CONC. FTG. FOR f..r,( o � I I FRPLCE W/#5 REBAR, 12" �n -� - - - - - - - - -- - - - - - - - - - - - - - -� I O.C. (ROTI-1 DIRECTIONS) I � I II r- - - - - - - -- - -- - - - - - - - - - - - - r I I 20'-0" j I 15'-102" 51_0" ` _ — of - 1 1 I I o 10 I L - - - - ' - - - - - - - - - - - — - - - - - J I in — — — — — — — — — — — — — — — — — — NI _ _ i L - - - - -� 36'-0" — — \ SFO 84 - 671-611 t4/ � 67'-6" , I o FOU N DAT I ON FLAN .. .. _. .. REVISION DATE: DO NOT COPY 11411= 1'-o" CLASSIC COLONIAL HOMES, INC. :Y. Ther reproduction of this plan in any firm Munafo Residence 11 . 17.2014 constitutes an infringement of federal copyright laws c0 . Contact CCH for authorization. `- P.O. Box 514 Leverett MA 01054 Custom CarlFifteLICENSE NUMBER: These plans are sold forthe constructicm of one (1) dwelling unit only. All original 1 XLS-MC 14 plans remain the sole roe of Classic 1 -413-367-9233 www.cchonline.com Colonial Homes,Inc. 2014 mss.----..-- - NOTE: AFCI OUTLETS IN ALL BEDROOMS. GENERAL NOTES: 1 . FINAL QUANTITY AND LOCATION OF BASEMENT WINDOWS SHALL BE DETERMINED BY OWNER 221-011 S.D C.M.= SMOKE DETECTOR/CARSON AND G.C. AS REQ'D. 101_011 MONOXIDE DETECTOR _ _ S.D = SMOKE DETECTOR 2. WRITTEN DIMENSIONS SHALL TAKE F_ PRECEDENCE OVER SCALED MEASUREMENTS. - - - - - - - - - - -I L - - - - - - - - - - - - - II I- — — — — — — — —Z4'O' — — — — — — — — — — — - I NOTE: 3000 PSI CONCRETE 3. ALL CONSTRUCTION METHODS AND 1 MATERIALS SHALL CONFORM TO STATE ONG. FILLED LALLY COL. w/ i j NOTE: 3500 PSI CONCRETE AND LOCAL BUILDING CODE REQUIREMENTS. I I 42"X42"X12"D GONG. FTG. w/ (3) I I TO BE USED FOR GARAGE I I #5 REBAR, E.W. AT POINT LOADS I SLAB, EXTERIOR STEPS & 4. CONSULTATION WITI-I CLASSIC COLONIAL I I I I LANDINGS HOMES INC. IS RECOMMENDED REGARDING ANY CHANGES TO THE STRUCTURAL OR I I I I AESTHETIC CONTENT OF THESE BUILDING I I I I ADDITIONAL NOTES: PLANS. I I � Z I I j I (1— 1 . OUTSIDE AIR MAY BE REQUIRED FOR ALL 5 CONCRETE FOUNDATION WALLS AND 1 3 Q I I ll FIREPLACES, BOILERS, FURNACES, ETC. I I 0 8 DIA. GONG. PIER FOOTINGS ARE DESIGNED FOR NORMAL SOIL - I Ci 1- 4" REINFORCEDi I I o FROSTLIUR BELOW 2. RADON GAS VENTING MAY BE CONDITIONS. THE GENERAL CONTRACTOR IS 1 I Z8 CONG. SLAB I I REQUIRED. OWNER AND GC TO RESPONSIBLE FOR INFORMING CLASSIC I I J DROP WALL A� I �, DETERMINE DESIGN, LOCATION COLONIAL HOMES INC. OF SOIL CONDITIONS DOOR I I AND INSTALLATION. THAT MAY REQUIRE ADDITIONAL I I O(Y1- v 4" GONG. FILLED LALLY COL. W/ I 3. WIND ZONE MAY REQUIRE SPECIFIC ENGINEERING I I oQ 'X42"X12"D GONG. FTG. W/ (3) I I NAILING PATTERNS OR ADDITIONAL I I a- #5 REBAR, E.W. AT POINT LOAD SIMPSON METAL CONNECTIONS. TBD BY G. 2-#5 REBAR REQUIRED AROUND ALL OUR THIS FTG. ON UNDISTURBE FOUNDATION OPENINGS EXTENDING AT to'-o" E TH 12'-0" 1 G.G. LEAST 2' BEYOND OPENING ON 3 SIDES. — — I 4. SITE CONDITIONS MAY REQUIRE ADDITIONAL FOUNDATION WALL (I .E. 3 SIDES OF PROPOSED BASEMENT 1/2" Cs W.B. CLAPBOARD SIDING I i I ' I REINFORCEMENT. TBD BY .G.C. WINDOWS) 3" EXPOSURE I I I I 11 I I I I 4MIL POLY V.B. I I "TYV EK" H.W.I I , to" DIA. GONG. PIERS DONOT BACKFILL FOUNDATION WALLS UNTIL POUR BELow FRosTLINE CONCRETE HAS ACHIEVED 75% OF 28 DAY 3/4" SUBFLR. 1/2" CDX PLYWOOD _ q,_o11 a1_A11 STRENGTH AND FIRST FLOOR FRAMING IS �� „ 2XG STUDS, iG" O.C. H/ - - - - - - - - - - - -%_ _ _ _ _ COMPLETED q 1/2 TJI 230 JSTS., iG R-21 N.D. F.G. INSULATION t3'-o" 1 - - a'-o" I 1 11 O.C.W./R-30 F.G. INSUL. 1 i -o 0 221-011 1 I I 0 .40 op I I 100'-0" TYPICAL TOP OF FOUNDATION WALL AT I I 1 I I MAIN HOUSE, CONNECTOR AND CARRIAGE SPED 2X8 P.T. SILL H/ SEAL 0 ON OF I 4111 a 4" SUGGESTED LOCATIF Wj\ " (2) 5/8" DIA REBAR ANCHOR BOLTS"BI co" ]BASEMENT DOdR I '1-�� I BSNNT . I I _, 26'-6" 4'-0" O.C. AND WITHIN 12" CONTINUOUS o L — — — — — I i i 1 , FROM CORNERS H I TN MIN. a° 2 ANCHOR BOLTS PER WATER PROOFING I 1 I SILL SECTION 4 • I I I I _ 8" CONC. FOUND. WALL - -� I i - - - - - - -� - - - - - - - - - - - - - - - - - - - - - - - - - r — � Ll- - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - I = qq'-6" TOP OF a °� -I I o 4 CONC. SLAB W/ 1 1FOUNDATION WALL (o"X(a", #10X#10 H.H.M. 1 I -' AT GATHERING RM. 4 &„ 4' I ONLY 201-011 I ° f 01SAND STOP a I FULL BASEMENT - -- - - — - - - - - - - - - - - - - - - - c c ° o 61-6" 6'-4" 3'-10" 31-0" 8'-4" a'-0" i+ 1 I r- - - - - - - - -- --- - - - - - - - - - - -I I COMPACTED FILL ° I 4" CONC. FILLED STEEL I I I 1 I - LALLY COL. W/ 42 X 42 I I I I 1G X 12 CONC. FTG. �� I o " I I LINE O DROP IN I I II '� 4 DIA. PERFORATED (0 02'L" X 14" CONC. TG. H/ I I FOUNDATION WALL ( " 2�1—a" �� RFOR TED (3)#5 REBAR E.W. 1 1 L _ _ (2) 5/8 DIA REBAR DRAIN PIPE H/ HASPED 1 (POINT LOAD) I I 1 CONTINUOUS STONE ABOVE — — r — — _ _ — _ , I 1 12 DEEP CONC. FTG. FOR FRPLGE. W/#5 REBAR, 1211— O.C. (BOTH DIRECji T ' t -' m = I — — J L - - - _ 1 I 4" REINFORCED SLAB O GRADEC6 U I ( SILL/ FOUNDATION IDETA IL A I I BEAM P KET 7" W. X 12" I o BEAM p I I - I " I � � POCKET 7" I u _ i I i P. X 4 '3-1/2" CONC. FILLED I I W. X� 12 P. � � I 3/4 - 11-011 1 I " "L UMBER CERTI F.;A , I I STEEL LALLY COL. W/ 3(0" I X 4 D. 4 s 4 I X 36 X 12 coNC. FTG. I I I " LINE O DROP N s 4 _ 'ILEA �,� -� cr r��, 'M I — — — — 1 EAD L_ �ONTEN.T a a i .I wr (TYP.) I I FOUNDATION N LL I 'T1F�G: ; F f_.- ;i is - - I 1 _ 0 I I �: 12 DEEP GONG. FTG. FOR I - O Gc;' �'CyDATE r 1 �, FRPLGE W/#5 REBAR, 12" '� ( - - - - - - - - - - - - - - - - - - - - - � I 1 Ni; q,,, �(�^f,'' ; .�� F Y7_4a ��u O.G. (BOTH DIRECTIONS) I _ � t P OTI ` : ,"•-r' /'i t. Y 6i i r�,T 1 _ I - - _ — — - - - - - - - - - - - -- - - - - a. i ',.d,. t- j. i ��1� THE r• — 765-i i;ii?_ .9 I 1 11, 1 " I 201-011PLUMBING 1 Fcr�^ !:r 1 i5 -102 5 -O I Io ALL PLUP.9FIhdG WASTE - &WATER LINES NEED - I TASTING BEFORE COVERING � � _ � 6 7 4. - - - - - - - - - - - - - - - - - - - - - -- - - — m I- (qjST FCTRICAL N °D I PLL LJ i 1 WE' ''�`irj � - - - - - . - - -- - - - - - - - - - -� r - - - - -t -- - - - - _ — - - - - - - - - � r��ul-� .�` , OF l^w �• 151-0" I I 61-0" I I c "(�' i;i:Gr � !N M, - 1 o YORK ST,. 4 DE ,GN Ci, ` 1011 516840 Es % "VEY -r O FOUNDATION F J,_,_A I �t � '.�__ REVISION HATE: DO NOT COPY u= _ n Ckfill,OR Provide Engineer' �4i 1/4 1 0 CLASSIC COLONIAL HOMES INC. The reproduction of this plan in any form n � .d to Co. . 10.09.2014 constitutes an infringement of federal copyright Munafo Residence* d�lnage t,as Imo"1 i. laws c . Contact CCH for authorization. 5 r P.O. Box 514 Leverett MA 01054 > > LICENSE NUMBER: These plans are sold for the construction of Custom Cape k � one(1) dwelling unit only.All original 1 XL S-MC 14 plans remain the sole property of Classic 1-413-367-9233 www.cchonline.com ELECT ,"' Colonial Homes,Inc. 2014 I� � n 221-0" 41-011 SUN WINDOW & EXTERIOR DOOR SCHEDULE 0-0341-611 Residence O SYMBOL UNIT # R.0. QTY. NOTES "U" VALUE I II Q OA C2DZ 3230-1 3'-0 3/4" X 5-6 3/4" 14 DBL. HUNG 12/12, 2 TEMPERED .29 © II LU II o © C2DZ 2424-1 2'-4 3/4" X 4'-6 3/4" 3 DBL. HUNG 12/12, 2 TEMPERED .29 do I I Q o © C2DT 2410-2 4'-8 3/4" X 6'-2 3/4" 1 DBL. HUNG 12/12 + 4W X 1H TRANSOM, TEMP .29 X I I p - C00 I I DROP DOWN OD C2CS 2032-2 4'-0 3/4" X 3'-0 1 /2 1 CSMT. 3W X 41-1-2 .29 II O C2CS 2020-1 2'-0 3/4" X 2'-0 3/4" 2 CSMT. 2W X 21-1-1 , 1 TEMPERED .29 it CARRIAE SSD o = OF C2AW 2824-1 2'-8 3/4" X 2'-4 1 /2 5 AWN. 3W X 21-1-1 , 1 TEMPERED •29 CID 60611 6'-0 3/4" X 6'-11 " 1 GLS EXT. FRENCH DR, 4W X 61-1-2 •29 N L I iX. N CID 30611 3'-1 1 /4" X 6'-11 " 2 GLS EXT. SINGLE DR, 4W X 6H, 1 -LH-I/S, 1 -RH-I/S .29 6- ao i i ' O C2CS 2032-2 5-0 3/4" X 4'-0 3/4" 2 CSMT. 4W X 41-1-2, ADD EGRESS HARDWARE .29 5/8" TYPE"X" II "o SHEETROCK ONOJ BOARDED DOOR 2'-11 " X 7-3" 1 CUSTOM BOARD DOOR - BUILT BY CCH N/A • WALLS AND CEILIING 4 MIN STEP DOWN BETWEEN HOUSEi HR. FIRE-RATELPI AND CARRIAGE �K FRONT ENTRY DR. 3'-4" X 8-1 " 1 CUSTOM ENTRYWAY - BUILT BY CCH .39 �F _ SHED of 30x6• 1 © GARAGE DOORS 8'-0" X 8'-0" 2 CUSTOM BOARDED SLABS - BUILT BY CCH N/A 0 I I A E FID 8 O C2DZ 2820-1 2'-8 3/4 X 3'-10 3/4" 2 DBL. HUNG 8/8 .29 o - 8 AL 0 m 30X6• q'-o" a'-q" NOTES: 1 . ALL WINDOWS AND EXTERIOR DOORS ARE "SUN WINDOWS ALUMINUM CLAD Jr .0 oil IT-VL CL 17'— " EXTERIOR, LOW E GLASS, EXCEPT WHERE NOTED. 2. GRILLE PATTERNS AS PER ELEVATIONS. 26'-611 E = EGRESS WINDOW UNIT, T = TEMPERED WINDOW UNIT (SEE ELEVATIONS FOR LOCATIONS) 01 Z C 8 8 CONNECTOR H 8 COVERED PORCP = 0 j 3(01-011 _i :201-011 SUGGESTED LOCATION OF '-8" q'-�C'� O 8'—7" 8'—�l" 4'-( 11 "BILCO" BASEMENT D ORo�,� E G o _ o 2,n" N s (n 10'—(" 4►_q" _� J ,o � KITC�-IEN A I N � 2.X6e I — 3oX6e = 7'— ► DINING AREA SQUARE FOOTAGE: 10 10 `O II II II II m I I I I I I 1 MAIN HOUSE i l I I 157 AND 2ND. FLR. NNE ,4 I I I I I I I I ® Ig11 SQ, FT. I I ► it II II TOR 1-10tL� '_4" q(o° SQGFT. � _ — II II Il II II o Z 6. - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _17 i i A-li"NI�RIN Ri"i . 11 � 2sX6e p O C.SHED p _ CLOS. 1 1 I I p C TIHEDRAL I LG. I I _ 2ND. FLR. m - - - - — DROP DOWN I I I I I I I I I 400 SQ. FT. rIII II II II _ HM. II TOTAL: 2407 SQ. FT. I I I I I I I I I I 2•X6. 2 6• II tl II II 10 10 13,_0" lq►_�u I I I I I I I I 0 II II II II - II II II II � E STUDY/ _ `� o © I I I I ► ► I I = GUEST RccI i LIVING ROOM m ® RAILING G4 G 4 i i I O ICO_ r X I'& N Bon. Lm o a CA) o 4 8 6 4 7 7 0 40 r �• cad �, COVERED ENTRYWAY(SHED) 8 3�O'—oil 20'_0" o FIRST F F) LAN o 114"= 1'-0" r REVISION DATE: DO NOT COPY CLASSIC COLONIAL HOMES, INC. The reproduction of this plan in any form 1 10.09.2014 constitutes an infringement of federal copyright Munafo Residence P.O. ox 514 LevereMA 01054 laws p . Contact CCH for authorization. tt , LICENSE NUMBER: These plans are sold for the construction of Custom Cape one (1)dwelling unit only. All original 1 XL S-MC 14 plans remain the sole property of Classic 4 1 -413 -367-9233 www.cchonline.com Colonial Homes,Inc. 2014 121-011 OF 5/8 CDX PLYWD. II II 12 4F I I �� I I EX ERIOR 1 1 Q� I I LINE OF BLDG. (TYP.) II II II II II II II II 2 X 10 RAFTERS. 16" O.C. I OP-1-I AL II LSU II 343„ j S ACE 8'-6" T.0. I I I A SUBFLR. 11 II _ I VENTED FASCIA AND SOFFIT I I _ , j FRIEZE BD. I 16'-0" 4'-0" I I 01 2X8 CLG. JSTS., I I CM I I 16" O.C. W/ 1X6 I I CLG. BDS. BY OTHERS I I FAILING RAILING i TRIM iI II (2) 1 3/4"X9 1/2" I I I LVL II II LL CAP ® a I I 12'-0 ' -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I I I SCOTIA MLDG. I I 40 I I I 261-611 SPED DORMER 6 X 6 P.T. POST W/ I 14'-2" 1X TRIM, 4 SIDES I O O F- - ____ _-- o i I 6'_6;; 7'_O.. 1�' :,l _i I I SIDE m EXTERIOR ( I�. UND . LINE OF I I I ( I BATF _I O a > BLDG. (TYP.) I I TOILE - - - - - - - - - - - - - - - - - - - - - - - -- ---, I I I I I I I A A I �5L 2.x68 2ac66 2.x68 L J I - i q1_011 B �--� 71-611 I 10 I —CLOS. — 2.X68 CM 7" LIN. 20X66 20x66 26X66 MASTER SUITE I BED RN . Z I I 01 � _ ; u ; n ) a `9 SCOTIA MLDG. 13 —0 3;4-0 16 i'01 —6 u op BULLNOSE I J II II 11 SHED DORMERS I I LINE OF DECK HOLD BACK TRIMI 1/2 OFF DECK I I L - - - - - - - - - - J - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - q�_2n 0 PORCH COLUMN DETAIL H � ` � - 3 = 1 -0 5 O O `�� .. . 51684 SECOND FLOOR F LAN Ra�FSStoN�' . 1/411= 1'-0" REVISION DATE: DO NOT COPY CLASSIC COLONIAL HOMES, INC. The reproduction of this plan in any form 10.09.2014 constitutes an in fringement of federal copyright Munafo Residence P.O. Box 514 Leverett MA 01054 laws p . Contact CCH for authorization. !° ` = > > LICENSE NUMBER: These plans are sold for the construction of Custom Cape one(1)dwelling unit only.All original 1-413-367-9233 www.cchonline.com 1 XLS-MC 14 plans remain the sole property of Classic Colonial Homes,Inc. 2014 41-011 5L87 COX PLYWD. CUSTOM CUPOLA / BY C.C.N. 12 / 2X8 RAFTERS 41 / 16" O.C. 12 5 PROPER VENT 12 / I 2X6 COILING JSTS., 16" O.C. 4� / LOCK 6'-5 1/4' T.O.P. ABOVE SUBR R. 31_011 2 2X6 PLATE (3) 2X8 HEADER 12 PF12 D 0 1rJ ' FOAM INSULTAITON � �4 12 ALIGN WINDOWS VENTED FASCIA do SOFFIT W I TH DOOR FRIEZE 8D. Nc 1/2' COX PLYWD. WINDOW TRIM 5'-7* R.O. AT WINDOW HEAD WINDOW (TYPE MAY VARY) _ /i—011 F b:F0 J -40 b o WOODSHED SHED DORMER EAVE DTL. APPROX. GRADE I I I I I I I i I I i t I I I I I I I I I r-- - - - - - - r � - - - - - - - -L - - - - - - - I I I �I - - - - - - - - - - - - - - - - - - - -I -I- - - - - - - - - - -I -I - - - - - - - - - - - - - - - -- --i - - - - - - -j I Ld - -- - - -- - - - - - - - - -- - - �- - - - - - - - - - J I I I I I I I I I I I CENTER CHIMNEY _ r-1- OVER FRONT ENTRY cn - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - J_�- - - - - - - - - - - - - - - � DOORL- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - -_ 41-01101 '' '" O R I G t� I ELEVATIONo 114t1= 11-011 J - 4 `9 SHED DORMERS m 12 12 ASPHALT SHINGLES TYP. CASEMENT WINDOWS I W/ DOUBLE HUNG NL APPS RANGE 'D F 10 1Q UBFL _ i P q 12 F ® ® O tEl K ~ o w LLLU ® ® O 1�1 4 1 II I II I III 4 NEW VERTICAL SNI ILAP CUSTOM ENTRY G.C.H. HISTORIC SPRUCE co SIDING RANDOT WIDTH DOORWAY BY G.C.H. CLAPBD. SIDING, 31EXPOSURE ✓�°�° � � >o - - - - - - - - - - - - - - -� - - - - - - - - - - - - - - - - - - - - - - - - - � F - 1 -� FL I - - - - - - - - - - - -- - - - - - - - - - - - - - I- -- _j \ ` 684 =c� i FESS1 I II - - - - - - - - - - - - - - -- - - - - - -- - L- - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - REVISION DATE: DO NOT COPY oO CLAS SIC COLONIAL HOMES, INC. The reproduction of this plan in any form FRONT E 10.09.2014 constitutes an infringement of federal copyright Munafo Residence lawsc0 . Contact CCH for authorization. 11411= 11-011 P.O. Box 514 Levereft MA 01054 LICENSE NUMBER: These plans are sold for the construction of Custom Cape Wit.( one(1)dwelling unit only.All original 1 -413-367-9233 www.cchonline.com 1 XL S-MC 14 plans remain the sole property of Classic Colonial Homes,Inc. 2014 12 5 12 14 i 9 (L LL Ci o LLI J > CO 0 KIn q 11 SUBFLR. FTT-J I 0/ u- X I OE) C; In L (D o W > (3 USUBF FF I L 7711- -W-ft70L- L AA B'-O"xa''-0" CUSTOM I SUGG STED LOCATION OF BOARDED GARAGE DRS. i "BILL BASEMENT DOOR BY C.C.M. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - -- - - - - -- - - - - - - - - - - - - - - FL — — — — — —— — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — -- — — — — — — — — — — — — — —— — — — — —— —— — — — — — — — — — — — — — — — — — — — — — — — — — — —j LEFT ELEVAT I ONo 11411= '11-011 SKYLIGHT 11 BY OTP ERS 12 01 E3 ��® 12 - . - k---r tY rT+9� -W I LEU > I CUSTOM COLUMN I I I SEE DETAIL BY C-CGW-1 - -4 - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LjL - - - - - - - - -- - - - --- - - - - - - - - - - - - - - - 10" DIA. GONG. PIERS SEE FOUND. PLAN FOR & DIMENSIONED LOCATION "BIGFOOTS" - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Sv L- - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - 0 R EE\ / 0 REVISION DATE: DO NOT COPY AR ELTION CLASSIC COLONIAL HOMES, INC. The reproduction of this plan in any form Munafo Residence 114"= 10.09.2014 constitutes an infringement of federal copyright laws Contact CCH for authorization. P.O. Box 514 Leverett, MA 01054 LICENSE NUMBER: These plans are sold for the construction of Custom Cape one (1)dwelling unit orly.All original 1-413-367-9233 www.cchonline.com IXLS-MC14 plans remain the sole property of Classic Colonial Homes,Inc. 2014 24-0" 21-0 1 221-011 RAFTER OVERHANG W or 0 F - - - - - - - - - - --- — — —— — — — - - - - - - -- HEADER SCHEDULE I FRAMING NOTES: A1 3-2X6 W/ 1 " FOAM INSUL. i i . INSTALLATION OF ALL FLOOR FRAMING MATERIALS MUST CONFORM TO v i MANUFACTURERS SPECIFICATIONS. (T.J.) 2 3-2X8W/ 1 " FOAM INSUL. - 1 2. MASONRY CONTRACTOR SMALL VERIFY SIZE A - Q Q I AND LOCATION OF OPENINGS FOR MASONRY 3 2X10W/ 1 FOAM INSUL. Q w IN FLOOR FRAMING WITH G.C. . 4 2-2X8 W/ 1 /2" PLYWD. 4 ^� -, 1 3. FLOOR FRAMING SUPPLIER TO VERIFY -- Q I N > SIZING OF ALL FRAMING COMPONENTS. A 2-2X10 W/ 1 /2" PLYWD. x 0 x Cq , cn <1 J.P. = JOIST HANGERS AS REQ'D. 2-2X12 OVER GARAGE DRS. o 6 � NOTE: 2ND FLOOR OF GARAGE IS DESIGNED FOR aUSE AS STORAGE SPACE - - - - - - - - - - - -I- - - - - - -� 0 - 5 iI 3 2X10 P.T. SM.— L — — — — � (2) ( ) LVL SM. I I I I J.H JA I I I v I = — — ( 2XB P T. JSTS. 2 I I 2X C G. JS S. 7 ~ 16" O.c. F- 16" O.c. N 1 I cv —i0 1 I ' 2 2 1 I J.HI J.H 1 F II I I I I I II I I ' 3) -3 4 x q— /2" I I I 1 ' VL BM I I i l I II I q 1/2' T-1 230 - STS, 6" D.C. I I I 1 L JL_ _ I 1 - - - - - - F I I 9-1/2' T- 1 230 _ STS.1 6" D.C. I I i u i u i n 1 I I 1 ( ) 00 i X COLUMN I 4 -D" 4 -0 4 i-O" 4 -0 4 -0 1 I i I TD SUPPORTB . 1-3/4" X 16" I I I I — — I LVL SM. 3) -3 4 x 11- 7181 ( ) -314 x 11- 7/8' n I VL BM F' iL BM. 1Li J.H ' X L EPR ,1 " O. V I I — L — — J (2 2X8 IES !FLA KING E P FDC N R T LA I �_ — _ _ = r — _ — -� J.H. I AFTE N/ TRI 3 SI ES, I "BETTE R EA E " M.# 61 SEED AIL SHT. (2 1 /4" 14' LVL M. N/ (1)3/4 STEEL PAT O 1 1 I I EQUAL OR OPENING1 ( ) X COLUMN I I I I I �N 2 H I I I �� I ,— , T UP OR 8 . ( ) I 1 3 0 1 3 6 I I I D I I I I — — — — — I q--1/2" TJ 230 q-1/2" T I 30 q--1/2 ' T 1 230 - q 1/ " T I 30 J TS , 1 " C. J T , i " .C. J.P. (2 1 I I I N L — — — - - — -- — — — — - - — — — - - J L - 1 7 ��O N cW YA A A A ORE 5� o FIF,,., ST FLOOR FRArIING FLAN o SECOND FLOOR FRACING FLAB 0 ,\ 0 11411= 1'-0" "FUSS0 • * <- R REVISION DATE: DO NOT COPY CLASSIC COLONIAL HOMES, INC. The reproduction of this plan in any form Munafo Residence 10.09.2014 constitutes an infringement of federal copyright laws Q . Contact CCH for authorization. P.O. Brox 514, Leverett, MA 01054 LICENSE NUMBER: These plans are sold for the construction of Custom Ca pe one (1)dwelling unit only.All original 1 XLS-MC 14 plans remain the sole property of Classic 1-413-367-9233 vcwwv.cchonline.com Colonial Homes,Inc. 2014 4 121-011 0' '- OVERHANG r-— - - - - - - - - - - - - - - - - - - - - - - - - -- I I I — I I I U I I U W I 2X12 RIDGE BM. I W Iii_ I Q I LIL O I I O X X N X I N i I I I 2X10 RAFTER I i n (4) 12d NAILS,EACH op SIDE OF RAFTER I (2) 2X8 COLLAR TIES - - RIDGE VENT - - - - - - - - - - - - - - - - - - - - - _ RAFTERS, 1(0" O.C. AT SHED DORMER. - 2x12 RIDGE BD. . ASPHALT SHINGLES INSTALL U - - -- - - 26'_6" - - - - - - - 1 X TRIM 3 SIDES AS PER MFR'S. SPECS. - b- 5/8" CDX PLYWD. 12 Uj 2X12 RI GE 5M. 2x10 RAFTERS, 16" O.C. 12 - W/ R-30 H.D. F.G. 1w- - INSULATION q in Aj;1, 2X 0 A T RS, 1 " C. 01 M. 0 PROPER VENT Xy 2 In 5< N �J4 2X10 RAFTERS, 16" OC. CLAPBD. SIDING (2) 2X8 COLLAR I 3" EXPOSURE IES , FLANKING I I "TYVEK" H.W. RAFTER SEE I I SECOND FLOOR 1/2" CDX PLYWD PLAN FOR 2x6 I STUD 16" LOCATION a" I O.G. W/ R-tq O • cl7 I I H.D. F.G. INSUL. I x I_L R W I 4 MIL POLY V.B. 2X6 SLEEPERS, 12"O. � i 12 RIDGE j 1/2" W.B. 0) 3/4" T*G WATERPROOFING (2) I 2) XS TIEB F A -.IN- PLYWD. 4" GONG. SLAB W/ REINFORCING T.B.D I I EE DE 7AII_ T �+Is ET OF REQ'D. BY G.G. �- I 5' 10„ 4,_4�' I IV jI D (2) I • od- I I I VERIFY FLOOR ASSEMBLY W/ HEATING CONTRACTOR = I I I o O I i I • 2" RAT SLAB T.B.D. BY G.G. I i I 2X10 RAFTERS, 16" OC. op I o E—W SEE SAVE DETAIL FOR I RAFTER OVERHANGS TYP. ' pF NEW 1,1 SECTION OF GAT � ERING R I I E-E 2X10 RAFTERS, 16" OC. 5� �;'' G a 2 ROOF FRAt�-IING PLAN 11,411 = 11-011 051684 FESS1�� REVISION DATE: DO NOT COPY CLASSIC COLONIAL HOMES, INC. The reproduction of this plan in any form Munafo Residence #""Pow" 10.09.2014 constitutes an infringement of federal copyright lawsc0 . Contact CCH for authorization. P.O. Box 514, Leverett, MA 01054 LICENSE NUMBER: These plans are sold for the construction of Custom Cape one(1)dwelling unit only.All original 1-413-367-9233 wwvw.cchonh • 1 XL S-MC 14 plans remain the sole property of Classic r ne.com Colonial Homes,Inc. 2014 ASPHALT SHINGLES — 5/8" CDX PLYWD. SHINGLE BD. 1-1/8" RAKE BLOCK mlv r 2x10 X RIDGE VENT RAFTER RAKE FASCIA 2X12 RIDGE BD. ASPHALT SHINGLES INSTALL AS PER 12 MFR'S. SPECS. —�5 2X10 RAFTERS, 1(0" O.C. 5/8" CDX PLYWD. R-38 F.G. INSULATION SIDING NOTCH 12 1/2" CDX PLYWD. 12 \\ 2X10 RAFTERS, 16 O.C. 2X8 CLG JSTS. \\ \ AC W/ R 30 H.D.F.G. I SUL. 1(o" O.G. \ L (-C� 4 MIL POLY V.B. \\ \\ Z) RA < E DETAIi/2" G.W.B. o \\ LU HALF SCALE 5 \ PROPER VENT „ \ Q - 2X8 LEDGER BD. NOTE: 3/4 T * G PLYWD. \ \ \� 12 2X10 RAFTERS, 1(0” O.C. SEE SECTION AT MAIN q-1/2" TJI 230 JSTS, 1(n" O.C. �,4 MOUSE FOR ADDITIONAL \ MATERIAL GALLOUTS \ - (2) 1-3/4" X q 1/2" LVL BM. RIDGE VENT JST. HANGER TYP. 2x12 RIDGE BD. CLAP5D. SIDING �� W 3" EXPOSURE " �� 5/8 CDX PLY D. "TYVEK" N.W. (3) 1-3/4 X 16 LVL SM � � � �X6 POST 12 DROP DOWN BEAM 2X8 CLG. JSkTS. P.T.T. EE 2X10 RAFTERS, 24" O.C. 1/2" CDX PLYWD LL GLG 8�S/i8Y SLE 1 DETAIL' SSI . 12 NOTE:SEE SILL DETAIL SHT. 1 Q- OTi-IERS a D 2x6 STUD, 1�" FOR REBAR REQUIREMENTS AT O O O.C. NI R-19 CONC. FOUNDATION WALLS AND N.D. F.G. INSUL. FOOTINGS TYP. o O O --- 4 M I L POLY V.B. t1l 1 [Q Q ao Q 1/2" N.B. �� W 2�8 P.T. JSTS. q-1/2TJI 230 JSTS. 16 D.C. 3/4" T G PLY D. 1(0 0.C. W/5/4 W/ R-30 P.D. F.G. INSULATION CEDAR DECKI G IY VIA - IL (3) 2X10 P.T. BM. W/ 1X TRIM, w (3) 1-3/4" X 2x8 P.T. SILL W/ r 0 0 11-7/8" LVL BM. SILL SEAL i 5/8"x10" ANCHOR BOLTS 4'-0" i O.C. AND WITHIN 12" FROM i �_ 10" DIA. LONG. FTG. S WI H MIN. 2 ° I I BROSTLINIGIFOOT �OUR BELOW CORNER T I ANCHOR BOLTS PER SILL I I SECTION WATEiR PROOFING I I 8" G0NC. FOUND. WALL 4" CONC. SLAB W/ (o"x6", #10x#10 W.W.M. ° SAND STOP 0 - COMPACTED FILL 16"X12" - o CONCRETE o FOOTING ! 4" DIA. PERFORATED DRAIN PIPE W/ WASHED STONE ABOVE SECTION NA ) N 14OUSE 8-B 3/8" _ 1 _oil 2 ��fl� NEW SECTION OF CONNECTOR c ass 3/811 11-011 2 p REVISION DATE: DO NOT COPY k CLASSIC COLONIAL HOMES, INC. The reproduction of this plan in any form 10.09.2014 constitutes an infringement of federal copyright Munafo Residence lawsc0 . Contact CCH for authorization. P.O. Box 514 Leverett MA 01054 LICENSE NUMBER: t Ca#"lV*,%e These plans are sold for the construction of Cus t�on1 one(1)dwelling unit only.All original 1 XL S-MC 14 plans remain the sole property of Classic 1-413-367-9233 www.cchonline.com Colonial Homes,Inc. 2014 ASPHALT SHINGLES RIDGE VENT NOTE: DO NOT BACKFILL 2x12 RIDGE BM. FOUNDATION WALLS 5/8" GDX PLYWD. UNTIL FIRST FLOOR FRAMING IS COMPLETE ASPHALT SHINGLES UNLESS BRACING IS INSTALL AS PER -� PROVIDED OR CONCRETE SHINGLE BD. MFR'S. SPECS. �__- --_ , HAS REACHED 75% OF MINIMUM 3000 PSI 5/8" GDX PLYWD. COMPRESSIVE STRENGTH. FLASHING BY 2 X 10 RAFTER RAKE FASCIA 2X6 COLLAR OTHERS 2x10 RAFTERS, TIE EVERY 16" O C RAFTER INSULATION DRIP GAP H T.B.D BY o 12 OWNER SHIPLAP SIDING 4 12 3/4" TtG PLYWD. 1/2" CDX PLYWD. 1/2" CDX PLYWD. SHIPLAP SIDING 2X10 JSTS., 16" O.C. 2X4 SUPPORT AT / EACH RAFTER DRIP CSP SECTION A HALF SCALE 4 CARRIAGE S� ED ]RAKE SECTION B _ 3�� = 11 -0115 (2) 1-3/4" X 18" LVL SM \ Q RANDOM W I DTH \ VERTICAL SHIPLAP NOTE:SEE SILL DETAIL, SHT. 1 p SIDING FOR REBAR REQUIREMENTS AT Q 1/2" CDX PLYWD GONG. FOUNDATION WALLS AND ( Q FOOTINGS TYP. 2X10 BM. O z 2x4 STUD, 16 o O.C. Z IT 4" GONG. SLAB W/ w 2x8 P.T. SILL ' > 6"x6", #10x#10 W.W.M. Ocn Q 5/8"x10" ANCHOR BOLTS 41-0" O.C. AND WITHIN 12" FROM �� CORNERS WITH MIN. 5/8 CDX PLYWD. �� - ANCHOR BOLTS PER SILL 8 CONC. FOUND. WALL COMPACTED FILL -18" GONG. ' I I " SECTION PIER � I 2X10 RAFTERS 16 O.G. b- - 16"X12" GONG. FTG. 12 •°• . . 12 SECTION OF CARRIAGE S�4 ED D-D 2 X 4 SUPPORT EVERY RAFTER 3/4" TtG SUBFLR. 2 X 10 JSTS., 16 " O.C. 21-011 7001 Z- 9'- 11 3/4" T.O.P. FRIEZE BD. ABOVE FOUND. WALL 1 X 6 5141 PLAP BDS. (2) 2 X 4 PLATE BY OTHERS NE VERTICAL SHIPLAP SIDING 2 X 4 STUD, 16" O.G. 1/2" GDX PLYWOOD . ` 7 X84 ©�ESSION��, CARRIAGE S� ED EAVE DETAIL K ■ REVISION DATE: DO NOT COPY CLASSIC COLONIAL HOMES, INC. The reproduction of this plan in any form Munafo Residence ;t.. 10.09.2014 constitutes an infringement of federal copyright P.O. Box 514 Leverett, MA 01054 laws c0 . Contact CCH for authorization. ♦ YY1 Cap LICENSE NUMBER: These plans are sold for the construction ofCiuS l.o1i1 ei one (1)dwelling unit only.All original 1-413-367-9233 www.cchonline.com 1 XL S-MC 14 plans remain the sole property of Classic Colonial Homes,Inc. 2014 1 R-30 PIGP DENSITY INSULATION R-30 PIGN DENSITY INSULATION 12 2X10 RAFTE 12 12 16" O.G. 2X10 RAFTE 12 1(o O.C. 5/8" CD)< PLYWOOD 5/8" CDX PLYWD. 9-1/2" T 1 230 JS S., 16" O.G. PROPER VENT PROPER VENT 51 �� 2 51 " 2 40 01'-0" T.O.P. 'T 9'-0' T.O.P. ABOVE SUSFLR. ABOVE SUSFLR. OCK X (2) 2X6 PLATE OCK (2) 2X� PLATE 3 " 3 " 2><(o STUD/ 1(0" 0.C. 2)<(o STUD, 1(o" O.C. cn - m i VENTED FASCIA t SOFFIT VENTED FASCIA t SOFFIT FRIEZE BD. F'RI EZE SD. 1/2" CD)< PLYWOOD (3) 2X8 DEADER W/ 1" FOAM INSULTAITON 1/2" CDX PLYWOOD (3) 2X8 DEADER W/ 1" FOAM INSULTAITON WINDOW TRIM WINDOW TRIM 7'—q R.0. AT WINDOW HEAD 7'—q" R.0. AT WINDOW (TYPE MAY VARY) WINDOW DEAD WINDOW (TYPE MAY VARY) NEW yj Ca- Or z w > 1 ' `�s�o\0516 GAT �4ERING R11 . EAVE DETAI 1..._ -� � ROFESS� 1"--lAIN- y0USE EAVE D �4ALE SCALE PALF SCALE ...,, .., �..�� REVISION DATE: DO NOT COPY The reproduction of this plan f any form CLASSIC COLONIAL HOMES, INC. Munafo Residence 10.09.2014 constitutes an infringement of federal copyright . a lawsc0 . Contact CCH for authorization. � P.O. Box 514 Leverett MA 01054 LICENSE NUMBER: These plans are sold for the construction of Custom Cape p one(1) dwelling unit only.All original 1 XL S-MC 14 plans remain the sole property of Classic 1-413-367-9233 www.cchonline.com Colonial Homes,Inc. 2014 R-30 } ICP DENSITY INSULATION 5/8" CDX PLYWD. 12 � 2X10 RAFTE 12 16" O.C. j 12 � 2X10 RAFTERS 5 /� 1(0" O.C. 5/8" CDX PLYWOOD 9-1/2" T 1 230 JS S., 1(0" O.G. PROPER VENT PROPER VENT / 2X8 CEILING JSTS., 1(0" O.G. 51u _ 2 q'-0" T.O.P. ABOVE SUBFLR. CK 8'-0" T.O.P. ABOVE SUBFLR. 404 (2) 2X6 PLATE OCK (2) 2X(0 PLATE 3 " (3) 2X8 HEADER W/ 2X(o STUD, 1(o " O.C. - 1" FOAM INSULTAITON opt VENTED FASCIA SOFFIT m FRIEZE BD. VENTED FASCIA t SOFFIT 1/2" CDX PLYWD. FRIEZE BD. WINDOW TRIM 1/2" CDX PLYWD. (3) 2X8 DEADER W/ WINDOW" -IEAO. AT 1" FOAM INSULTAITON WINDOW (TYPE MAY VARY) WINDOW TRIM R.O. AT NINDOW 1-IEAD ST4ED DORIIER EA V E DTJ.._- .WIN � WINDOW (TYPE MAY VARY) PALF SCALE 5 r � 168 CONNECTOR EAVE DTL . PALF SCALE 5 F NS REVISION DATE: Th NOT COPY CLASSIC COLONIAL HOMES, INC. p y 10 09 2014 There reproduction of this plan an form Munafo Residence constitutes an infringement of federal copyright lawsc Contact CCH for authorization. s P.O. Box 514, Leverett, MA 01054 LICENSE NUMBER: O These plans are sold for the construction of 7Custom Cape one(1)dwelling unit only.All original / 1 -413-367-9233 www.cchonline.com 1 XLS-MC 14 plans remain the sole property of Classic Colonial Homes Inc. 2014 2 X 6 STUD, 16" O.C. / 1/2" CDX PLYWD. / / FLASHING BY / OTHERS / / 2X10 RAFTERS (3) 2 X 8 HEADER W/ 1" FOAM INSULATION 16" O.G. WINDOW TRIM / 3/4" T*G SUBFLR. 7'—q" R.D. ABOVE SUBFLR. / / 12 12 / 5/8" CDX PLYWD. / 2X10 JSTS, 161, O.C. WINDOW TYPE MAY VARY PROPER VENT SILL / 2 ' X 6 STUD, 16" O.G. / TYPICAL w I N Dow SECTION L q'— 11-3/4" T.O.P. ABOVE FOUND. HALF SGALE 4 HALL (2) 2 X 4 PLATE OCK 34" 3" WINDOW TRIM 2 X 4 STUD, 16" O.C. 1" VENTED FASCIA SOFFIT WINDOW TRIM 3" FRIEZE BD. 001 VERTICAL SHIPLAP SIDING p� NEW, yah cfl4o TYPICAL w i N Dow ELEVATION -- sem . 1/2" CDX PLYWD. HALF SCALE �JF��'05168 4�ca aFESS►o�'�� CARRIAGE S �IED EAVE IDTL . REVISION DATE: DO NOT COPY D '- . A CLASSIC COLONIAL HOMES, INC. The reproduction of this plan in any form : . 10.09.2014 constitutes an infringement of federal copyrightMunafo Residence P A L F SCALE 4 - laws . Contact CCH for authorization. C+P.O. Box 514, Leverett, MA 01054 LICENSE NUMBER: These plans are sold for the construction of Custom Cape one(1)dwelling unit only.All original 1 XLS-MC 14 plans remain the sole property of Classic 1 -413-367-9233 www.cchonfine.com Colonial Homes,Inc. 2014 Table 3.1 Nailing Schedule(Wood Framed Construction Manual 2001,Page 139) --� Joint Descrilplion Number of Common Nails Nail Spacing 3 1 O O Rafter to Top Plate(Toe-nailed) ROOF NAILING 3-8d per rafter • I O Ceiling Joist to Top Plate(Toe-nailed) 3-8d per joist Ceiling Joist to Parallel Ratter(Face-nailed) 5-16d each lap O O SSIMMPSSPON SPH4 2 O O Ceiling Joist Laps Over Partitions(Face nailed) 5-16d each lap 2 1 Collar Tie to Rafter(Toe-naileed) 2-10d per tie I I Blocking to Rafter(Toe nailed) 2-8d each end SIMPSON LSTA9 *;tAFTERS Rim Board to Rafter(End Nailed 2-16d each end WALL FRAMING STRAP O ( 1 O I O Top Plate to Top Plate(Face-nailed) 2-16d(1) per foot O 1 Top Plates at Intersections(Face-nailed) 4-16d joists-each side Stud to Stud(Face-nailed) 2-16d 24"o.c. V-CUT SHEAR BLOCKING Header to Header(Face-nailed) 16d 16'o.c.along edges OI O I O Top or Bottom Plate to Stud(End Nailed) 2-16d per 20 stud I 2 O I1 2X TRIM BOARD FOR SHEAR BLOCKING(BETWEEN JOISTS). Bottom Plate to Floor Joist,Band Joist,End joist or Blocking(Face-Nailed) 2-16d(1,2) per foot ST P FIELD TRIM TO MATCH JOIST DEPTH AT OUTER EDGE OF FLOOR FRAMING sl ON SPH4 WALL OR LOCATE ON WALL TO MATCH JOIST DEPTH. Joist to sill,Top Plate or Girder(Toe-nailed) 4-8d per joist Bridging to Joist(To"ailed) 2-8d each end O O O O Blocking to Joist(Toe-nailed) 2-8d each end Blocking to Sill or Top Plate(Toe-nailed) 3-16d each block Ledger Strip to Beam(Face-nailed) 3-16d each joist t1/3. 1/3, Joist Ledger Beam(Temailed) 3-8d per joist l•—=l•—=- Band Joist to Joist(End-nailed) 3-16de{hper joist Typical Window and Door Band Joist to Sill or Top Plate(Toailed) 2_,sd(,) per foot t/2 ROOF SHEATHING Header Strapping Detail 1/2 Structural Panels 8d (Detail shed s 6 Each Corner Zone 1 Zone 2 Zone 3 MAXIMUM ALLOWABLE V-CUT CEILING SHEATHING NTS Field 6" O.C. 12" O.0 4" O.C. SHEAR BLOCKING AND VENTILATION HOLES Gypsum Wallboard 5d coolers 7'edge/10'tield SHEAR BLOCKING DETAILS WALL SHEATHING Panel Edges 6" O.C. 6" O.C. 4" O.C. Structural Panels 8d s•edge/12"field Gypsum Wallboard 5d coolers 7'edge 11 0'field -Nailing Requirements for 120 MPH, 3 Sec. Peak Gust, FLOOR SHEATHING 2' Thick Roof Sheathing with 8d Common Nails sm,ch,ral Panels Roof Sheathing Nailing Details r or less 8d 6'edge/12'field SCALE: 1/8" = 1'-0" (1)Nailing requirements are based on wall sheathing nailed 6'on-center at the parcel edge. If m sheathing is nailed 3' on-center at the panel edge to obtain higher shear capacities,nailing requirements for structural members shall be doubled,or aftemate connectors,such as shear plates,shall be used to maintain bad path. (2)When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to 1-16d nail per foot 3"No.8 SCREWS 12"OC ...,� FRAMIN MYMIE (?a STA30 Ridg i ach R %i,� OR j%// WASHER Simpson MTS30 Rafter Strap (NP") at each Rafter Tail Y" PLYWOOD GLASS Simpson H2.5 Hurricane Ties PLASTICOATED at each Rafter Tail �PERMANENT WOOD MIN.DISTANCE EW ANCHORS MIN.DISTAN E FROM TABLE A DO NOT CUT HOLES FROM TABLE B %2'HOLE MAY BE CUT GLAS LARGER THAN 1117 NO FIELD CUT IN CANTILEVER ANYWHERE IN WEB OUT- HOLES IN SIDE OF HATCHED ZONE Y" HATCHED ZONES DO NOT CUT OR PLYWOOD .. NOTCH FLANGE. 6- .0 6' FRAMIN ti' L1 2 X D1 D1 L2 2 X L2 2 6- 6• MINIMUM INIMUM BOTTOM PLATE (APPLIES TO ALL CLOSELY GROUPED ROUND HOLES ARE HOLES EXCEPT PERMITTED IF THE GROUP PERIMETER MEETS KNOCKOUTS) REQUIREMENTS FOR ROUND OR SQUARE HOLES. DO NOT CUT HOLES IN WASHER hart.norsr (IYP.) CANTILEVER REINFORCEMENT. TABLE A-END SUPPORT TOP MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST END SUPPORT PLATE JOIST TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE 3"No.8 DEPTH 2' 3- 4- 5' 6%' 7' 1 87 11' 13' 1 2' 3' 1 4' 5- 6%' 7' 8'/ 11' 13' DETAIL A-TYPICAL.ATTACHMENT OF SCREWS 9 360 1'-0' 2-0' 3'-0' 4'-0' 6'-0' 1'-0' 2'6" 3'6' 5'-0' 5'-0' PLYWOOD OPENINGS PROTECTION TO sw rip WOOD-FRAME BUIILDING 12"OC 11 rid' 560 T-O' 1'4r V-6' T-W 5'-0' 5'$' 8'-W 1'-W 2'-0' 3'-6' 5'-W T-0' T$' 8'-0' 14' 560 1'4r V-17 1'-0' 1'-0' 7-6' T-0' 6'-W 914' V-0' V-0' 1'-6' 3'-6' 6'-6' T-0' 9'-0' 10'-0' Typical 2nd Floor NOTE: IN LIEU OF SCREWS,LUGS WITH 16' 1 560 1 1'0- _FF 1'-0' 1'-0' 1'-0' 1'-0' T-W 6'-0' 10'-0' 1'4' 1'-0' 1'-0' r 5'-W 6'-0' 0'-0' 1'-0' 12.V NUTS AND WASHERS MAY BE USED Strapping Detail NTS TABLE B-INTERMEDIATE OR CANTILEVER SUPPORT MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST INTERMEDIATE OR CANTILEVER SUPPORT LIGHT JOIST • ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE WOOD-FRAME DEPTH TJI 2' 3- 4- 5' 6Y2' T I 87 11' 13' 2' 3- 4- 5' 6%' T 8� 11' 13' WALL • 9y" '-0" 4'-0' 5'-6' 6'-6' 9,-0' 3'-0' 4'-6' 5'-6" 7'6' 8'-0' -0' 4' • 1 -0' 4'6' 6'-0' 8'-0' 1 '-6' 11'-0' AV I 560 1'-0' V-0' 1'-0' 3'-6' 5'-6" 6'-6" 9'-6' 13'-6- V-0- T-0- V-0' T-0' 10'-W 11'-0' 13'-6' 15-0' i 560 11-W 1'4' 1'-0' 1'4r 2'-0 0'' T-6* T- 11'-0'15'-0' V-0' V-0' 3'-6' 5'6' 9'-0' 101-0'114'6' 6'-0' 8'0' Ant i RECTANGULAR HOLES BASED ON MEASUREMENT OF LONGEST SIDE. • HOLES MAY BE LOCATED VERTICALLY ANYWHERE WITHIN THE WEB.LEAVE 1/8'OF WEB(MINIMUM)AT TOP AND BOTTOM OF HOLE. • KNOCKOUTS ARE LOCATED IN WEB AT APPROXIMATELY 12'ON-CENTER;THEY DO NOT AFFECT HOLE PLACEMENT. • FOR SIMPLE SPAN(5'MINIMUM),UNIFORMLY LOADED JOISTS USED IN RESIDENTIAL APPLICATIONS,ONE MAXIMUM SIZE ROUND HOLE MAY BE LOCATED AT THE CENTER OF THE JOIST SPAN PROVIDED THAT NO OTHER HOLES OCCUR IN THE JOIST. • DISTANCES ARE BASED ON T IE MAXIMUM UNIFORM LOADS FROM CURRENT ILEVEL SPECIFIERS GUIDES.FOR OTHER LOAD �� Z `•jig CONDITIONS OR HOLE CONFIGURATIONS USE ILEVEL®TJ-BEAM®SOFTWARE OR CONTACT YOUR(LEVEL REPRESENTATIVE. Allowable Holes - TJIO Joists °y SE C Stimpson BP DETAIL TY ical Wall :��::�:`f . • 05 4 d Sill Stra ' Detail PLYVIVOOD OPENINGS PROTECTION;THICKNESS DEPENDS ON WINDOW OPENING WIDTH(1) a V Details ALTERNATE TO 120 MPH CERTIFIED WINDOW INISTALLATIONSCALE: -0' PLYWOOD PANEL WINDOW AND DOOR Scale: 1/4" = 1'-0' Condon Engineering, P.C. PROTECTION FOR WOOD FRAMED BUILDINGS Plans are prepared by Condon Engineenng,P.C. It is a violation of the New York State Education Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Drawn b JJC 1755 Sigsbee Road Professlor:al Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing y ' the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Ar tinea,or Mattituck, New York 11952 Land Surveyor shall affix to the item hislher seal and the notation'Altered by'followed by his, a (631) 298-1986 signature and the date of such alterations,and a specific description of the alteration. Date : 10-16-2014 I NOTE: AFCI OUTLETS IN ALL BEDROOMS. GENERAL NOTES: 1. FINAL QUANTITY AND LOCATION OF BASEMENT • 22'-0" 3'_8�� 1n.11NDOW5 SHALL BE DETERMINED BY OWNER i 10'-0" (9MONOXIDE C.M.= SMOKE DETECTOR/CARSONASND G.C. AS REQ'D. DETECTOR SMOKE DETECTOR 2. "RITTEN DIMENSIONS SHALL TAKE . J L_ _ _ _ _ _ _ _ _ _ _ _ _(1 PRECEDENCE OVER SCALED MEASUREMENTS. 1 i -- NOTE: 3000 PSI CONCRETE 3. ANLL CONSTRUCTION METHODS AND I I % j j I "ATERIALS SHALL CONFORM TO STATE * 411 GONG. FILLED LALLY COL. W/ I t NOTE: 3500 PSI CONCRETE ASND LOCAL BUILDING CODE REQUIREMENTS. i #511 REBAR, E.N.NAT POINT LOAD I I TO BE USED FOR GARAGE CONSULTATION WITH CLASSIC COLONIAL � I I SLAB EXTERIOR STEPS & 4• 1 I m LANDINGS HOMES INC. IS RECOMMENDED REGARDING I I i AINY CHANGES TO THE STRUCTURAL OR AJESTPI I Z I I ADDITIONAL NOTES: PLANS. CONTENT OF THESE BUILDING I I � Q I I I I -j 1 r--- --I 1 : OUTSIDE AIR MAY BE REQUIRED FOR ALL FIREPLACES, BOILERS, FURNACES, ETC. 5� FOOTINGS ARE DES-IGNED FOR NORMAL 501E ION NALLS AND 8 DIA. GONG. PIER © p 1r 4" REINFORCED I L—' TYP. POUR BELOW I I 2. RADON GAS VENTING MAY BE CONDITIONS. THE GENERAL CONTRACTOR IS I I o o in ,.,—CONC. SLAB I 1 I to FROSTLINE REQUIRED. OWNER AND GC TO RESPONSIBLE FOR INFORMING CLASSIC I I DROP WALL AT-_.--, t �, I DETERMINE DESIGN, LOCATION COLONIAL HOMES INC. OF SOIL CONDITIONS I I - DOOR 1 12 Q ( AND INSTALLATION. THAT MAY REQUIRE ADDITIONAL i I aQ Ui 4" CONC. FILLED LALLY COL. W/ EINGINEERING ~ #21'X42"X12"D GONG. FTG. W/ (3) I I 3. WIND ZONE MAY REQUIRE SPECIFIC °0 I 1 #5 REBAR, E.W. AT POINT LOAD t NAILING PATTERNS OR ADDITIONAL I I I SIMPSON METAL CONNECTIONS. TBD BY 6. 2-#5 REBAR REQUIRED AROUND ALL I I POUR TH15 FTG. ON UNDISTURBE I FOUNDATION OPENINGS EXTENDING AT i 10'-0" EARTH 12'-0'1 G.G. z i I 1— — 4 -1 I 1 4. SITE CONDITIONS MAY REQUIRE LEAST 2' BEYOND OPENING ON 3 SIDES. I I i I i ADDITIONAL FOUNDATION WALL (I .E. 3 SIDES OF PROPOSED BASEMENT 1/2" G.W.B. - r CLAPBOARD SIDING i I - I I REINFORCEMENT. TBD BY G.C. WINDOWS) 1 1 '� 3" EXPOSURE r� 4 MIL POLY V.B. — - -- "TYVEK" N.W . - -� _ 10" DIA. CONC. PIERS DO NOT BACKFILL FOUNDATION WALLS UNTIL POUR BELOW FROSTLINE I L __ _______� _ `� - ___ _ _ ___ -_ - J I ;% CONCRETE HAS ACHIEVED 75% OF 28 DAY 3/4" SUBFLR - -- 1/2" CDX PLYWOOD 1 I STRENGTH AND FIRST FLOOR FRAMING 15 c - - - - - - - - - - - - - - - - _ " 9'-011 5'-9 �� 2X6 STUDS 16" O.G. W/ - r - - - - s - __ __ I COMPLETED 9 1/2 TJI 230 JSTS. 10 13'_p�� 1 I gl_p�� I i 1,- „ O.C.W/R-30 F.G. INSUL. j R-21, H.D. F.G. INSULATION _ I _0 o �-c 221- 2X8 -p" t I 1 i rc I t 1 i " () 2X8 P.T. SILL W/ SEAL 0 SUGGESTED LOCATION OF 1 4 5 4 _ "B1 co" BASEMENT DodR 1 - I i FULL t o 1 5/8"x 10" ANCHOR BOLTS (2) 5/511 DIA REBAR o � I � I �S r(N T . I 1 -- - _� 26 -6 --- � �� a CONTINUOUS L _ _ - _ _ I I 4 -0 O.C. AND WITHIN 12 c I 1 I I FROM CORNERS WITH MIN. i I 2 ANCHOR BOLTS PER t I I 1 SILL SECTION WATER PROOFING f v I - J 1 I �- - - -- - - - - - - - - - - - - - - - - - - - - - - - 8" LONG. FOUND. WALL _ m a°o F- - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - -1 I o I OTE:GRAWL 4.. LONG. SLAB W/ --- - - �, - SPACE VENTS io"X6", #10:;#10 W.W.M. 1 I I o IF REQUIRED &+' 4' I 1 i I 1 20'-0" T.B.D BY G.G. I ° . SAND STOP 1 FULL BASEMENT tL ' I - - - - - - - - - - - - - -- - - - - - - - - 0 0 - I 1 6'-6" 6'-4" 3'-101, 3'-O" 5'-4" S'-O" it I I I O t - - - - ' r- - - - - - - - - - -- - - -- - - - - - - i �i -+R 1 4" CONC. FILLED STEEL I 1 8'-7 8'-711 2'-1 t COMPACTED FILL 1 o LALLY COL. W/ 42" X 42 ' CRAWLSPA E 1 I 16" X 12" CONC.. FTG. 1XV x 14" CONI. TG. W/ 4"DIA. PERFORATED � (3)#5 RESIAR E.N. 2 -e (POINT LOQ D I I OF a- ICR W SPACE I � � _ _'� � � (2) 5/8 DIA REBAR DRAIN PIPE W/ WASHED ( ) I i I ' +_ CONTINUOUS STONE ABOVE ? I _ _ i — T - 1 — + I I I t t t I I I I - — , � I _ - lo — F — 1 I 7" N. �� - - --� 1 - BEAM I I (\ BEAM _J' �_ SILL/ FOUNDATION DETAIL A -- t. BEAM POCKET 7 W. X 12 I , -✓ -1 I H. X 4" ( 1 Co POCKET 7" I I POCKET 7" 12" DEEP CONC. FTG. FOR 1 1 " J W. X 12" H. I 1 N. X 12" H. FRPLCE. W/�#5 REBAR, 12" 3/4" = 1'-0" I I 3-1/2 CONC. FILLED 1 I STEEL LALLY COL. W/ 36" 1 X 4" D. 401 5 1 411 X 4" D. O.G. (BOTH DIRECTIONS) --_J I I x 36" X 12" CONC. FTG. - I - - J Q" s 1 4" 1 I (TYP.) 12" DEEP CONC. FTG. FOR _ o t I ( t ' FRPLCE W/#5 REBAR 1211 1 i i t 1 - I -- - - - -- - - - - - - - - - - _ I 1 O.C. (ROTI-I DIRECTIONS) L — — — — — — — 1 I I I It I r- - - - - - — - - - -- - - - -- - - - - - - - — 1 15'-101" 201-0" tI I 2 5'-011 - je I I o 11- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - -� 1 rn - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - — - - - - - - - - � 151-0" I . I 6'-0" I 1 0 �P`�"4J. old Y6!hli" 1 .z iz 0 -011 0516$ --- 671-6" 'oaf FOUNDATION FLAN REVISION DATE: DO NOT COPY 1/4" CLASSIC COLONIAL HOMES INC. The reproduction of this plan in any form • Y constitutes an infrin ement of federal copyrightMunafo Residence a cc, , 11 . 17.2014 g laws c0 . Contact CCH for authorization. . :,. :. P.O. Box 514, Leverett, MA 01054 LICENSE NUMBER: These plans are sold for the construction of Custom Cape one (1) dwelling unit only. All original 1 XLS-MC 14 plans remain the soleproperty OL 1 -413-367-9233 www.cchonline.com P ofClassic Colonial Homes,Inc. 2014 1 • i I 2'4'_p" 01 • ,ice-- -- -- 2, 22'-0' RAFTER OVERHANG o I . - - - - - - - - - - - - - - - - - - - - - - - - -, HEADER SCHEDULE 1 1 FRAMING NOTES: 1 . INSTALLATION OF ALL FLOOR FRAMING Q 3-2X6 W/ 1 " FOAM INSUL. MATERIALS MUST CONFORM TO u I MANUFACTURERS SPECIFICATIONS. (T.J.) 2 A 3-2X8W/ 1 " FOAM INSUL. --- co 2. MASONRY CONTRACTOR Sa-IALL VERIFY SIZE 3-2X10W/ 1 " FOAM INSUL. oo - AND LOCATION OF OPENINGS FOR MASONRY Ww O m j IN FLOOR FRAMING NIT14 G.G. . 2-2X8 W/ 1 /2" PLYWD. z Q \9 °� - 3. FLOOR FRAMING SUPPLIER TO VERIFY N oc t _ — `> _ o I SIZING OF ALL FRAMING COMPONENTS. 5 2-2X10 W/ 1 /2" PLYWD. X k3 N X I CA w J.k = JOIST +ANGERS AS REQ'D. 66 2-2X12 OVER GARAGE DRS. o _ I X N - --- I NOTE: 2ND FLOOR OF GARAGE IS DESIGNED FOR USE AS STORAGE SPACE , I o - - - - - - - - - - - - - - - - - _ J I I Lo 1 (3) 2X10 P.T. BM. L — — — — -1 (2) 1-3/4" x q 1/2" 1 LVL BM. I I A � � = I I _ 1 2X8 P T. JSTS. O N1 1 11 2X C1 G. JS S. 116 O.c. 2 }N_ 1 1 N -� O i ( I i ; I I i I 1 I A- J.P JH I t J.H J.PI FjJ.H — -- — — - - — — — — — — - - — — — - -� -1 f— — — — - - — — - - — — — - - — — - - — — 1 I F II I ! I I 3) 1-3,,4 x 9-1/2" VL BM I I ill i ! I I j I TI q /2 2 0 -ST 6 C. ( I II I j I L_ JI. + _ I + I - - - - - - - - - - - - - - - - - - - - - - - - -.- I 1/2' T 1 2 0 ST 5. (o" C I q- /2"� TJ220 I XOLMNI 4'-0" -34 x q- /2� I iXOG41-011 4'_p" 4 � 4'_pu IO I LVL M. O ER OPENING I I I LVL 3) 1-314 x 11-7/8 ( ) {-3 4 x 11- 7/51i I 1 JVL IBM L IBM. I O 1-3/4 x 11-718" I n I G. .TO VERI I L L BM. I'*9A ONRY O E N , G j 1 I — — — i '1 (2j2X8 IES FLA ING / r — — iJ.P �� 1 RA.FTE Wi/ TRI 3 SI 7�ES, BETTER EA E M.# 61 i SEE D AIL SPT. i t N 101 (2 1 /4" 14' LVL M. ,W/ I I 4'-q�� _� I 1 I L_ — — — J (1)3/41- S EE AT. T O OVER NIN 2) i-3 4 it-7/8' P --1(V VL BM T Y P. AT ( .H I ( ) 2X COLUMN I I I I PENIN S " I , , I T UP ORT B . 0 t � � 1 I I I 1 1 h3 I 3 —6 I I 131 oil 10 - — L 1/2 ' TJ 230 i q 1/ " TJi� 30 J TS , I G. J T ., 1 C. 9-1/2 ' TJ 230 9-1/2" TI 30 i I -1 T i " O.G. 2 2 2 2 i J.H (2) J.H I ch, 1 NTI — — — � — —1- - - — — - - — 2 2 2 2 2 pj NES y� _ S 3. co o F I QST FLOOR FRA11l I NG FLAN oo SECOND FLOOR FRA, IING L 114"= 1'-0" 114"= 1'—0" -A� 51684 FESi1 ��` REVISION DATE: DO NOT COPY CLASSIC COLONIAL HOMES, INC. ResidenceThe reproduction of this plan in any foamMunafo 11 . 17.2014 constitutes an infringement of federal copyright laws D . Contact CCH for authorization. f P.O. B 514 Ltt MA 010546 ,.,. ox , ewere , LICENSE NUMBER: These plans are sold for the construction ofCustom Ca e I one (l)dwelling unit only. All original 1 XLS-MC 14 plans remain the sole property of Classic 3 1-413-367-9233 www.cchonline.com . Colonial Homes, Inc. 2014 ' 1 i I 4 121-011 I OVERPArvG - - - - -- - - - - - —— — — — — — — — ——— ——-- 2XI2 I - 1 I U I O _ I W I 2X12 RIDGE BM. I W 4- ILI Q I 1~L Q SEE SECTION AT o I fir- _o 2X10 RAFTER MAIN HOUSE FOR I I (4) 12d NAILS,EACH ADDITIONAL MA- N - --- - --- - X SIDE OF RAFTER TERIAL CALLOUTS t xi I � (2) . 2X8 COLLAR TIES - RIDGE VENT I ---- -- -- I I , 2x12 RIDGE BD. -- I I , ASPHALT SHINGLES INSTALL .41-nil z/ i 1 X TRIM 3 SIDES - AS PER MFR'S. SPECS. 101 CDX I . \� PLYWD. _ - - - - - - - - - 7- - - - - - - - - - -- - - _j RAFT 12 ERS, 16" O.C. AT SHED DORMER. - -- 2x10 RAFTERS 16" 12 0.c. _ v - - 26'_61 - - -� W/ R-30 H P.D.DF.G. 1 - SULATION - - N ( I I I Uj ,2X12 RI DGE BM. I � I . PROPER VENT >L LLJ (2) 2X8 COLLAR ` < 2X 0 A T RS, 1 11 C. TIES FLANKING CLAPBD. SIDING RAFTER SEE x t 3" EXPOSURE SECOND2 I ! FLOOR ! I I i "TYVEK" H.W. PLAN FOR r- -I- - - - - - - - - - - - - - -il - - - - -i 1/2" CDX PLYWD LOCATION I , I 2x6 STUD, 16" ;� I I I N I N 2X10 RAFTERS 16" OC. O.G. W/ R-19 I I� i O � I II I (I I' t _ ( I P.D. F.G. INSUL.1<7 4 MIL POLY V.B. > 1/2" N.E3. n �� I i 3/4 TSG _9-1/2 TJI 230 - PLYWD. JSTS_, L 16" O.C. I I� X LL R IE 1 j W/ R-30 F.G. INSU . J 112 RIDGE M. — Y I i II , 7 1 3 1-3/4 � 2 I � I X ; � � ' 2 X8 IE F A IN AF E / RI 3 iSIDES, 11-7/B" LVL BM. EE D AI T IS HET u 4'-41' I i ii _ 4 CONC. SLAB W/ I i --- II " in 6 x6 , #10x#10 W.W.M. I I �I I J j 1(2) I I I LO 1 j I I I SECTION I i I I 2X10 RAFTERS, 16" OC. OGAT �� ERING11 - 00, E ELI _ _ _ SEE SAVE DETAIL FOR RAFTER OVERHANGS TYP. 2X10 RAFTERS, 16" OC. �pF NEW yob ° ROOF FRA �IING PLAN ° oz� 1/411 = 11_011 - `� 0 REVISION DATE: CLASSIC COLONIAL HOMES INC. Me NOT oCOPY n of this plan in any form • , 11 . 17.2014 g pyr,g Munafo Residence t" constitutes an infrin ement of federal co h laws c . Contact CC14 for authorization. P.O. Box 514, Lewerett, MA 01054 ° Custom Cael'm LICENSE NUMBER: These plans are sold for the construction of one (1) dwelling unit only. All original 1 XLS-MC 14 plans remain the sole property of Classic 1 -413-367-9233 www.cchonline.com ;:.. ,. . �„ o� Colonial Homes, Inc. 2014 i i