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HomeMy WebLinkAbout32636-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Buildin9 Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33587 Rte: 01/10/09 T~IS CERTIFIES that the building ADDITIONS & ALTERATIONS Location of Property: 430 ILLINOIS AVE MATTITUCK (HOUSE NO.) (STREET) (HAMLET) Co~ty Tax ~ap No. 473889 Section 113 Block 11 Lot 4.1 subdivision Filed Map No. __ Lot No. __ conforms substantially to the Application for Building Permit heretofore filed in this office dated DECEMBER 21, 2006 pursuant to which Building permit No. 32636-Z dated JANUARY 12, 2007 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ALTERATIONS AND ADDITIONS, INCLUDING SECOND STORY DECK, TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR PER ZBA #5621, DATED 12/29/04. The certificate is issued to ELLEN M LAWRENCE (OWNER) of the aforesaid building. SU~FOI~K CO~ DEPAR~%~ENT OF ~%L~ A~PRO~%L N/A B~'~RIC~%5 u~TIFICJ%~]~ NO. 3029871 10/16/07 PLUMBERS u~TIFICATION DA'r~ 01/07/09 ROGER T SANDERS Rev. 1/81 Form No. 6 -' tl ~' -- ;'- TOWN OF SOUTHOLO ~}~( ] ~ ~ ;~ ~ BUILDING DEPARTMENT Q[ ~'" TO~ HALL I,~,~0' ) A~PLICATION FOR CERTIFICATE OF OCCUPANCY This applicati6~ ~U~tSe~ by t~ewriter or ink ~d submitted to the Building Depaament with the following: AD 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. 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. Co New Construction: Location of Property: Suffolk County Tax Map No 1000, Section Subdivision Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, 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 ./ Old or Pre-existing Building: )(' (check one) Street' Hamlet Block ~/ Lot (~. / Date of Permit. Permit No. Health Dept. Approval: Filed Map. Lot: Applicant: ~Z.~-AJ ~/'4 L)/-.T]'-]~-=-/-% Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ *-~ ~5> ~> Final Certificate: ~ (check 9~e) ~A:ant Signature BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of SEATUCK ELECTRIC LAURA CT, BOX 338 SPEONK, NY 11972, upon premises owned by/ Y./-~ MR. SCHULTEIS 920 MEDAY AVE. MATTITUCK, NY 11952 Located at Application Number: Section: Block: Described as a 920 MEDAY AVE. MATTITUCK, NY 11952 3029871 Lot: Certificate Number: 3029871 Building Permit: BDC: ns11 occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority havinglurisdiction, and found to be in compliance therewith on the 16th Day of October, 2007. Name q)TY Rate Rating Circuit Type Alarm and Emergency Equipment Sensor I 0 Carbon Monoxide Sensor 5 0 Smoke Appliances and Accessories Future Appliance Feeder I 0 40 Amps Future Appliance Feeder I 0 20 Amps Exhaust Fan I 0 F.H.P. Furnace I 0 Oil Air Conditioner 1 0 48.000 BTU Air Conditioner 1 0 36.000 BTU Panels 1 40 14 Wiring and Devices Outlet 26 0 Fixture Fixture 26 0 Incandescent Outlet 68 0 General Purpose Receptacle 49 0 General Purpose Switch 26 0 General Purpose seal Continued on Next Page 1 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. [] BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD Of FIRE UNDERWRITERS BUREAU Of ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by SEATUCK ELECTRIC MR. SCHULTEIS LAURA CT, BOX 335 920 MEDAY AVE. SPEONK, NY 1 'i972, MATTITUCK, NY 11952 Located at 920 MEDAY AVE. MATTITUCK, NY 11952 Application Number: 3029871 Certificate Number: 3029871 Section: Block: Lot: Building Permit: BDC: nsll Described as a occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 16th Day of October, 2007. Name QTY Rate Ratin~ Circuit Type Disconnect 2 0 60a Air Conditioner Receptacle 6 0 GFC1 Service I Phase 3W Service Rating 200 Amperes Service Disconnect: 1 200 cb Meters: 1 seal 2 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 12/27/200B 01:2B B312985650 THE SHOP PAGE .~3'75 Mein PD, Box 1 I'79 New ¥o~k 11971~?&'" UUILDi~O DaPAR'It,,JI~NT Telephone (6] I) · ~ERT II~IC&T 10N (Plem.se ip~nt) leacl. I cctV, that the ~td~r u~l ~ Sworr~ tO b~r¢ 1110 n the wate~ supply ~ltern contaiaa le~ than 2/I 0 ot' ! % (?lumber~ Signature) FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 32636 Z Date JANUARY 12, 2007 Permission is hereby granted to: ELLEN M LAWRENCE PO BOX 290 MATTITUCK,NY 11952 for : ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER ZBA #5621 at premises located at County Tax Map No. 473889 Section 113 pursuant to application dated DECEMBER Building Inspector to expire on JULY Fee $ 864.00 430 ILLINOIS AVE MATTITUCK Block 0011 Lot No. 004.001 21, 2006 and approved by the 12, 2008. ORIGINAL Rev. 5/8/02 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] ROUGH PLBG. ~'INSULATION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]RRE RESISTANT CONSTRUCTION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION REMARKS: TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST ~.~ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRIJCTION [ ] FIRE RESISTANT PENETRATION REMARKS: F~~~~'~ DATE ~'-~,,~-0 ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST ~F,O U N DATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION [ ] RRE RESISTANI' CONSTRUCTION REMARKS: /,~ ~ DATE -~-- 7-'- a: ~dlNSPECTO TOWN OF SOUTHOLD BUILDING DEPT. 765-t 802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG.  [ ]INSULATION [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]INSULATION [ ] FRAMING / STRAPPING ~/FINAL /~_ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: 3--5-°? DATE iNSPECTOR ~ ~'¢~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 iNSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION FRAMING ! STRAPPING ~FINAL FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION RRE RESL~. ANT CONSTRUCTION [ ] FIRE RESISTAI~I' PENETRATION DATE - TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST FOUNDATION 2ND FRAMING / STRAPPING FIREPLACE & CHIMNEY FIRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. ] INSULATION ~'FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION INSPECTOR FIELD INSPECTION REPORT I DATE I COMMENTS FOUNDATION (1ST) - '~V ~ t/t/7 ~ ..................................... 5_7< -~ ~ ~ ~, FOUNDATION(2ND) ' ;~r)~_~.~ ~ ~ PLL~B~G I ~ ~SL~ATION PERN. Y. STATE ENERGY CODE ~DITION~ CO~ENTS TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 ........ www, northfork.net/Southold/ PERMIT NO. Examined Approved Disapproved a/c Expiration BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying'? Board of Health ~3 sets of Building Plans Planning Board approval --.Surve3( Check Septic Form N.Y.S.D.E.C. Trustees Contact: Mail to: Phone: tm)5~ c~6~ ~ APPLICATION FOR BUILDING PERMIT INSTRUCTIONS Date ///'3 o ,20 W Z a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 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, housin,~2c~5¢l~, and reg~tions, and to admit authorized inspectors on premises and in building for necessary inspections. ~ I./ (Signature o.fy~plicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder (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 LicenseNo. Plumbers LicenseNo. Electricians License No. Other Trade's License No. Loca~4onoflandgn,whichpr0ppsed~qorkwillbedor3e://~, .~ ~ ~ ~, ~ . : ' Hous~seC~Nu~mber/(.~S~e~t ~2~//~ ,c-//~-f~? , ~.ff./~Hamlet County Tax Map No. 1000 Section ) I 3, Block //, L6t 0/4' I Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Fee b. Intended use and occupancy 3. Nature of work (check which applicable): New Building_ Repair Removal Demolition 4. Estimated Cost 2 ~-c~t o o c> 5. If dwelling, number of dwelling units If garage, number of cars Addition ~>( Alteration Other Work (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front /7/,~ / Rear ~ Height. Number of Stories Dimensions of same structure with alterations or additions: Front ~'~,~ Depth ~<~o ' Height Number of Stories Depth ~--~ Rear ~'~, 8. Dimensions of entire new construction: Front Rear .Depth Height Number of Stories 9. Size oflot: Front /tg'~. ;'q Rear ,/ttY~, ~' _Depth 10. DateofPurchase ~,/2~a /~7¢ Name ofFormer Owner ~ ~_/,,~}~_~D~c ll. Zone or use district in which premises are situated )"4Or-r'F ~ l-toe K,~ 12. Does proposed construction violate any zoning law, ordinance or regulation? YES__ NO 13. Will lot be re-graded? YES __ NO ~/'Will excess fill be removed from premises? YES__ 14. Names of Owner of premises _~c'~ d~r~re i 5 Address /C~t4 r'/' t T ~)e fi, ~/Phone No. Name of Architect Address ! Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE~ REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES__ NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. NO ~ NO ~ 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. STATE OF NEW YORK) SS: COUNTY F/~-~ (:~J ~'~/'~ Z ~"~/4 ~ /~ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (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 tree 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. Sw°7 '~°~b e f° ~teaymoe ;Ir2~-ff. 20.~ Notary Pub'ftc' JANET Y. STEWART NOTARY PUBLIC, St~te of NewY~ No. 52g~633~85 Oual[~ tn Su![~. C~nty I ~ ~mmsz~n ~4,~, N~. 30, ,00W ignature of Applicant APPEALS BOARD MEMBERS Ruth D. Oliva, Chairwoman Gerard P. Goehringer Lydia A. Tortora Vincent Orlando James Dinizio, Jr. http://southoldtown.north fork.net BOARD OF APPEALS TOWN OF SOUTHOLD Southold Town Hall 53095 Main Road P.O. Box 1179 Southold, NY 11971-0959 Tel. (631) 765-1809 Fax (631) 765-9064 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF DECEMBER 29, 2004 ZB Ref. 5621 - Ellen Schulteis Property Location: 920 Meday Avenue (a/k/a 430 Illinois Ave), Mattituck; CTM 113-11-4.1 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's 12,198 sq. ft. lot has frontage along two roads, Illinois Avenue to the west and Meday Avenue to the north. The lot is improved with a single-story, one -family dwelling located in a nonconforming location with 23.4% lot coverage. BASIS OF APPLICATION: Building Department's December 3, 2003 Notice of Disapproval, amended September 21, 2004, citing Sections 100-242A and 100-244B, in its denial of a building permit to construct additions and alterations. The reasons stated in the Disapproval are that the new construction is not permitted because such additions will increase the degree of nonconformance, with a rear yard setback of 19.6 feet, single side yard of 5.6 feet, and lot coverage at 29.6%. The existing setbacks of the one-story dwelling as exist are 17.5 feet from the rear yard line, 5.6 feet on a single side. The existing lot coverage is noted as 23.4%. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on November 18, 2004 and December 16, 2004, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: Applicant originally requested the following variance relief to construct additions and alterations to the existing single-family dwelling as shown on the November 12, 2003 survey, revised September 10, 2004 for: (a) a proposed increase in lot coverage from 23.4% to 29.6%; (b) a proposed garage addition 12.5+- feet from the easterly (side) line at its closest point; (c) conversion to living space of the existing garage which is 5.6 feet from the easterly (side) line at its closest point, after attaching it as part of the principal dwelling; (d) proposed second-story addition starting at 26+- feet from the rear property line, beyond the existing 17.5 ft. rear yard setback, and 7.9 ft. front yard setback. Page 2 - December 29, 2004 ZB Ref. 5621 - Ellen Schulteis CTM Id: 1 13-1 1-4.1 ADDITIONAL INFORMATION:AMENDED RELIEF: During the November 18, 2004 public hearing, the applicant was requested to reduce the proposed lot coverage for a possible alternative plan that would be more conforming to the code's 20% lot coverage limitation. On December 10, 2004, the applicant submitted a revised survey plan for 25% lot coverage, reduced from the original request of 29.6%. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Grant of the alternative relief will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The applicant does not propose to increase the existing setbacks, rather the request is to fill in the existing foot print and to add a second story to a portion of the building. 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The lot is small and the house, as exists, already exceeds the minimum requirement of lot coverage and setback from the property line. 3. The variance granted herein is not substantial. 4. The difficulty was not self-created. 5. No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. 6. Grant of the alternative relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of additions, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dinizio, seconded by Acting Chairman Orlando, and duly carried, to DENY the relief requested to increase the total lot coverage from 23.4% to 29.6%, and to GRANT Alternate Relief of a total lot coverage not to exceed 25%, as applied for, as shown Page 3 - December 29, 2004 ZB Ref. 5621 - Ellen Schulteis CTM Id: on November 12, 2003 survey, revised September 10, 2004.. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. / Vote of the Board: Ayes: Members Orlando~ct~'g Cl~irp~'an)~oehringer and Dinizio. Absent were Chairwoman Oliva and Member Tortore/..-T,h~s--P-.e',~lu~On ~as duly adopted (3-0). Vincent' Odand~, ~,dtin~ Chairman 1/~/05 Approved for Filing FORM NO. 3 NOTICE OF DISAPPROVAL DATE: December 3, 2003 TO: Ellen Schultheis 920 Medey Avenue Mattituck, NY 11952 Please take notice that your application dated December 1, 2003 For permit to construct additions and alterations to a single family dwelling at Location of property 920 Meday Ave., Mattituck, NY CountyTax Map No. 1000- Section 113 Block 11 Lot 4.1 Is returned herewith and disapproved on the following grounds: The proposed additions and alterations to a non-conforming single family dwelling, on a non- conforming 12,198 square foot parcel, with two front yards, in the R-40 District, is not permitted pursuant to Article XXIV Section 100-242A which states; "Nothing in this article shall be deemed to prevent the remodeling, reconstruction or enlargement of a non-conforming building containing a conforming use, provided that such action does not create any new non-conformance or increase the degree of non-conformance with regard to the regulations pertaining to such buildings." The existing single-family dwelling notes a rear yard setback of 17.5 feet and a side yard setback of 50 feet. The proposed construction will have a side yard setback of 5.6, a rear yard setback of 19.6 feet, and a total lot coverage of 27 percent. Therefore, the proposed addition is not permitted pursuant to Article XXVI, Section 100-244, which states that non-conforming lots, measuring less than 20,000 square feet in total size, require a minimum side yard setback of 10 feet and a rear yard setback of 35 feet. Authosjz/ed Signature CC: file, Z.B.A. / Note to AppliCant: Any change or deviation to the above referenced application may require additional review from the Southold Town Building Department. ~WN OF SOUTHOLD OWN ' ~I~EET~ ~ Vi-'~i_AG~-- PROPERTY RECORD CARD SUB. SEAS. _ 7~Gb IMP. VL. TOTAL NEW FARM E W ACREAGE TYPE OF BUILDING DATE Farm Acre Tillable 1 Tillable 2 -illable 3 rood and ;wampland Value Per Acre trushland taupe Plot COMM. IND. CB. I MISC. Est. Mkt. Value REMARKS FRONTAGE ON WATER FRONTAGE ON ROAD J'~ X /.2---~'" BULKHEAD DOCK Value -L. o M. Bldg. Extension Extension Extension Basement ~ Floors Fire Place ~ Heat /7/, Porch Roof Type (G'o~_ ~ Porch Rooms 1st Floor Breezeway Patio Rooms 2nd Floor Garage Dormer p, ,~ oy 1 STORY FRAME HOUSE ~'~2~05ED 2 / 1 STORY FRAME GARAGE LWIN~ IN SURVEY OF PROPERTY 3VTUA TED A T MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-113-11-04.1 SCALE 1"=20' NOVEMBER 12, 2005 MARCH 9, 2004 ADDED LOT COVERAGE DAT,~ SEPTEMBER ~0, 2004 R'EV~SED PROPOSED ADD!T'ON% AREA = 12,198.~4 sq. ft. 0.280 ac. NOTES: ~ 1. LOT NUMBERS SHOWN THUS: LOT (~ REFER TO MAP OF LOTS LOCATED AT MATTITUCK, LONG ISLAND, PROPERTY OF Wm. b. CODLING FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON MAY 10, 1921 AS FILE No. 745 2. EXISTING LOT COVERAGE = 2,856 sq. ft. OR 23,4% OF LOT AREA. (HOUSE. GARAGE. DECKS. WALK. & ROOF B~PC/EEN GARAGE & HOUSE .5, PROPOSED LOT COVERAGE = .3,614 sq. ft. OR 29.6% OF LOT AREA. (HOUSE, GARAGE, DECK, PROP HOUSE ADDITION, PROP GARAGE ~DDIT!ON & NO*r :NCLUD~NG STRUCTURES BEtNC REMOVED} UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VtOLATION OF THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. Joseph A. Ingegno Land Surveyor T;tle Surveys - Subdivisions -- Site Plans -- Construction Layout PHON£ (651)727-2090 Fax (6.31)727-1727 OFFICES LOCATED AT MAIL/NC ADDRESS 322 ROANOKE AVENUE P.O. Box 1931 RIVERHE~D, Ne~ York 11901 Riverhe(]d, New York 11907 -0965 23-464R, :/ t STORy FRAME HOUSE A/~DITION STONE ~ t p/0 ~o~ © o/ ¢^~ ~o 1 STORY FRAME GARAGE 0 0 SURVEY OF PROPERTY 5;ITUA TED A T MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-113-11-04.1 SCALE 1"=20' NOVEMBER 12, 2003 MARCH 9, 2004 ADDED LOT COVERAGE DATA SEPTEMBER 10, 2004 REVISED PROPOSED ADDITIONS NOVEMBER 21, 2005 REVISED PROPOSED ADDITIONS AREA = 12,198.14 sq. ft. 0.280 oc. NOTES: 1. LOT NUMBERS SHOWN THUS: LOT 4(~ REFER TO MAP OF LOTS LOCATED AT MATTITUCK, LONG ISLAND, PROPERTY OF Wm. b. CODLING FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON MAY 10, 1921 AS FILE No. 745 2. EXISTING LOT COVERAGE -- 2,856 sq. ft. OR 23.4% OF LOT AREA. (HOUSE, GARAGE, DECKS, WALK, & ROOF BETWEEN GARAGE & HOUSE 3. PROPOSED LOT COVERAGE = 3,050 sq. ff. OR 25.0% OF LOT AREA. (EXIST HOUSE, EXIST GARAGE, EXIST DECK, PROP HOUSE ADDITION & NOT INCLUDING STRUC[URES BEING REMOVED) THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. , NY.S. Lic No. 49668 Josleph A. Ingegno Land Surveyor Erie Surveys - Subdivisions Site Plans Construction Layout PHONE (651)727-2090 Fox (651)727 1727 OFFICES LOCATED AT MAILING ADDRESS 322 ROANOKE AVENUE PO Box 1931 RIVCRHEAD, New York 14901 Riverheod, New York 11901-0965 23 4641) AP/PROVED AS NOTED NOTi"y BUILDING DEPARFMENT AT 765-1802 8AM TO 4PM FOR TRE FOLLOW)NG ~NSPECT)ON8: L FOUNDAT)ON - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.G. ALL CONSTRUCTION SHALL ME~ THE REQUIREMENTS OF THE CODES OF N~ YORK STATE, NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS, COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF ~7~'''~ ~/ SOLFFHOLD T0~N ZBA B©L THOLO TOWN P~NNING BOARD ~OLIm.'L[, TOvYN TRUSTEES N.Y.S. DEC OCCUPANCY OR USE IS UNLAWFUL W)THOUT CERTIFICATE OF OCCUPANCY 00I) COMPLY WITH CHAPTER "4~ FLOOD DAMAGE' PREVENTION SOU~HOLD TOWN. CODE. CERTIFICATION OF' NAILING & CONNECTIONB ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. ~IDERWRllERS CERTIFICAIE- RE~IRED PLUMBING ALL PLUMBING WASTE & W.~TER LINES NEED 3'ESTING~BEFORE COVERIN~ PLUMBER CERTIFICA TIOIV ON LEAD CONTENT BEFORE CERTIFIGA TE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2/10 OF I% LEAD, RETAIN STORM WATER RUNOFF'1 PURSUANT TO SECTION 45-10C QF THE TO~ CO~ D_E. 5CH ULTE , IDE NC ,<~z FRONT ELEVATION I/4" = I '-0" SCALE SOUTHOLD BUILDING DEPARTMENT CRITERIA USE 2 HEIGHT~ DWELLING UNIT- SEC'RO~ -- 28'.~" FIRE AREA (st) ~ 3814 SO, ~ 3 ~ WOOD FRAME CONSTRUCTI~ 4 DESIGN~ ~SIGN.~ ~ ~ ~NS AN~ S DESIGN LOAD~ SEE 8E~C33ONS NINDOWAN~ SCHEDULE PAG--'~'~'~'~--- -- .OAD PA'I~ ~ SEE SE~ qAILING SCHEDULE PAGE 10 ~ "~ --GRES8 ~EDULE '~ ~LUMBING RISER DIAGRAM PAGE--'~-~ 1~ FIRE PRO1EC'I1ON N/A 13 '~USS DESIGN DRAWINGS N/A 14 ENERGY CALCULATIONS ATFACHED , = ~ t~l I I~11~[~ ~ ~~ i1~ LE~ ~IDE ELEVATION I/4,, = ILO'' ~CALE ~IGHT DIDE ELEVATION 114" ILO" ~CALE Z I ' I.-- LI. TO P~MAIN -MPA~D ~I~TING GA~G~ I O~ NEW POOTING5 TO ~IST~A~ i ' ® ~U~:~N ~/ ~ [ ~ q ~UN~N~ LVL PLUD~ " ~,_,,. ~,_~,, ~,~ ~,_7,,_ ~ ~: FOUNDATION PLAN ~ O O DCAL~: I/4" = I '-O" WINDOWAND DOOR SCHEDULE A 3W2446-2 TIL1WASH B 3W2446 TILqWASH C 3W21046-2 TIL~NASH D ~W28210-2 TILTINASH E ~N210410 TILDWASH F CW235 CASEMENT G CW14 CASEMENT H CW24 CASEMENT j CN12 CASEMENT K FWG60611 FRENCHWD GLIDER L FWG50611 FRENCHWD GLIDER M FWHgO811 SAS FRENCHWD HINGED N FWH00611 FRENCHWD HINGED p VD300 VEN31NG SKYLIGHT X E)~STING TO REMAIN 5.81 2.20 34.36 16.7; 22.91 4.80 ALL WINDOWS TO BE ANDERSEN HIGH PERFORMANCE OR APPROVED EQUAL CALCULATIONS FOR WINDOWS BASED UPON EXPOSURE B COEFFICIENT 1.0 WI~H 120 mph BASIC WiND SPEED. AS PER TABLE R 301.2 (2) NEW YORK STATE BUILDING CODE. 10 5 -34.7 10 5 -34.7 10 5 10 5 20 5 20 4 24.7 10 5 25.9 -34.7 20 5 -32.4 10 4 -28.1 5O 4 20 4 -26.9 50 5 -29.3 50 5 -29.3 10 4 -28.1 50* 5'4 ' X 5'4" 50* 3'-0" X 5'4" 50* 6'.6" X 5'4" 50* 6'-0" X; 3'..6" 30 3'.6" X~ 5'.6' 40 5'-4" X~ 4'-0" 40 5'-0" 3¢ 4'-6" 40 2'4' X~ 2'-0" 40* 40 10'-0" ;X 7'.6" 520DN/105UP 3'-0" X 4'-6" MUST HAVE DP UPGRADE KIT, MEETS NY STATE EGRESS REQUIREMENTS FOR HABITASLE SPACE, CUSTOM GRILLES - SEE ELEVA33ONS WALL OPENINGS INCLUDING WINDOWS AND DOORS SHALL SE PRO~ECTED WITH REMOVEABLE 5/8" WOOD S~P, UC~URAL PANELS WITH MA)~MUM OF R'.6" SPAN. FASTENERS FOR SPANS UP TO 6'-0" SHALL BE 2 1/2 - # 8 WOOD SCREWS AT 16" O/C, FASTENERS FOR SPANS UP TO 8'-0" SHALL BE 2 1/2" - #8 AT 12" O/C. TABLE 301.2.1.2 ALL NARROLINE WINDOWS MUST USE: 1/2" HEIGHT SILL STOP (OR STOOL) AND THE ADDITION OF A 1/2" X 314" DP UPGRADE SILL STOP. (SILL STOPS TOTAL A 1-1/4" HEIGHT AND REQUIRE THE INSTALLATION OF A SPECIAL SASH LIFT INCLUDED WITH DP UPGRADE SILL STOP KIT.) ALL UNITS MUST MEET OR EXCEED THE MINIMUM DESIGN PRESSURE REQUIRED, ANY MULLED UNITS MUST MEET OR EXCEED ALL EXTERIOR 1.5 TIMES THE DESIGN PRESSURE REQUIRED AND MUST q~J~NSFER LOADS TO TI4E ROUGH OPENING SUBSTRATE. CODE. G!.A~NG MUST MEET ASTM E 1996 TEST REQU[REMENTS AS PER NEW YORK STATE RESIDENTIAL CONSTEUCTION REFER TO SECTION R 1609,1.4 FOR ALTERNA~VE OPENING PROTECTION, ALIGN WALL5 TO REMAIN (M N MUM 2" X 4" GAP, A~ MUDROOM 20,-- ~XIDTING GA~J~GE DOOR HEADER ABOVE (TYP. ALL WINDOWD ~ DOOP~5) WITH ' 5UH2G CONNECTOR, FLUSH LVL HEADEP. J 0I- PAMILY~OOM DINING P-.OOM LINE OF DECK-. AND ROOF 3- I 3/4" X I I 7/~" LVL HEADER ABOVE C.J, INE OF SECOND FLO0,~ AD~E © I 3/4"X 9 I/2" CP~P. ALL WINDOW5 ~ DOORS) 5UNROOM IDTING LIVING DPACE EX[DTING C. EX. BATH TO REMAIN DOUBL~ LOOR JOIDT UNDER ,~TITION5 RUNNIN ARALL~L KITCHEN NOTE: CONTRACTOR. TO MATCH NEW FINIDH FLOOR HEIGHT W/EXIDTING FINIDHED FLOOP~ PODTj USE , ~ LIVING ROOM F~rBTING LIVING 5PACE 3- I $/4" X II 7/~" FLUDH LVL HEADEP- LIN~ OF BALCONY ABOVE 3- 2" X 4" POST 'TY~, DOTH ENDD FOY~ EXI~DTING INTERIOR WALL5 TO REMAIN 3/4" X 24" FLUDH LVL HEADER. HANG C,J. WITH UDP DUH2G CONNECTOR TO FULBH LVL HEADER ~o ~ ~_3(15TING AR~A © ~TYP. DOTH END5 3 EXIOTING LIVING 5FAGE NC)TEI EK[DTINGWOOD DECK AND ITEP5 TO BE P.,~MOVED NOTE~ UNLE55 OTHE~-,WIBE NOTED FIP-. T FLOOR PLANI ILO" 5CALE Z O o WINDOWAND DOOR SCHEDULE B 1W2448 TIL~VASH ; 4.36 7.65 10 5 251 -34,~ 50* C TW21046-2 TILTWASH 5.38 5.64 10 5 251 -343 00' 6'~' X 0'-4" D 71N26210-2 TIL1WASH 2.95 5.23 10 5 25f -34,; 50* 5'-0" X3"~" E ~N210410 TILTWASH 5,81 E 10,5 20 5 243 -32.~ 30 3'-S" X5'~' P CW235 CASEMENT 5.70 12.0 20 4 24] -261 40 5'-4" X4,.0, G CW14 J CASEMENT 6.80 7.20 10 5 251 -345 40 3*-0" H CW24 I CASEMENT 6.80 14.4 20 5 24.~ -32., 40 5-0" X4'~" J CN12 CASEMENT 1.60 2.20 10 4 25,f -28,: 40 Z-4' X2'-0" · M FWHg0611SAS FRENCHWD HINGED 16.72 34.36 50 5 235 -29.: 40 10'~" X 7'~" N FWHS0311 FRENCHWD HINGED t6.72 22.91 00 5 23J · .20.: 40 6'~" X7,~,, P VS306 VENqNG SKYLIGHT 4.60 7.10 10 2 233 · -30,: 520DN/105UP 3'-3" X4'~" OUTLINE OF LIVING 5PACE BELOW X E)~SqNG TO REMAIN ALL WINDOWS TO BE ANDERSEN HIGH PERFORMANCE OR APPROVED EQUAL CALCULATIONS FOR WINDOWS BASED UPON EXPOSURE B MUST HAVE DP UPGRADE KIT. COEFFICIENT 1.0 WITH 120 mph BASIC WIND SPEED. AS PER 3 MEETS NY STALE EGRESS REQUIREMErq8 TABLE R 301.2 (2) NEW YORK STATS BUILDING CODE. FOR HABITABLE SPACE. CUSTOM GRILLES - SEE ELEVATIONS WALL OPENINGS INCLUDING WINDOWS AND DOORS SHALL BE PROTECTED WRH REMOVEABLE 5/8" WOOD SI~RUCIURAL PANELS WfTH M/~MUM OF 8q)" SPAN. FASTENERS FOR SPANS UP 10 6'-0" SHALL BE 2 112 · # 8 WOOD SCREWS AT 16" O/C, FASTENERS FOR SPANS UP TO 6'-0" SHALL BE 2 1/2" - ~8 AT 12" O/C, TABLE 3012A,2 ALL NARROLINE WINDOWS MUST USE: 1/2" HEIGHT SILL STOP (OR STOOL) AND ~E ADDmON OFA 1/2" X3/#' DP UPGRADE SiLL STOP, (SILL STOPS TOTAL A 1-1/4" HEIGHTAND REQUIRE THE INSTALLAllON OF A SPECIAL SASH LIFT INCLUDED WI~ DP UPGRADE SILL STOP KIT.) 2o,-4,, 3G'-4" ALL UNITS MUST MEET OR EXCEED THE MINIMUM DESIGN PRESSURE REQUtRED, ANT MULLED UNITS MUST MEET OR EXCEED 1.0 11MES THE DESIGN PRESSURE REQUIRED AND MUST~NSFER LOADS TO THE ROUGH OPENING SUBS1RATE. ALL EXIERIOR GLAZING MUST MEET ASTM E 1093 TEST REQUIREMENTS AS PER NEW YORK STATE RESIGENT1AL CONSTRUCTION CODE. REFER TO SECTION R 1606.1.4 FOR ALTERRA1]VE OPENING PROTECTION , ~'- ~" ' ~ o'-5,, G,-~,, I ~'-4, i g ~. DOTH :NDS~ ~ ~ r~DH LEAD COATED COPPE~ ~ O' 2" DECK SYSTEM ~ELOW BECKING ECOND fLOOR PLAN A ~N2446-2 TIL'IWASH 4.38 7.65 10 5 251 -34.; 00* C TW21046-2 TILTWASH 5.38 5.64 10 5 20,1 443 00' 6'~' X 0'-4" E ~N210410 TILTWASH 5,51 E 10,5 20 5 243 -32., 30 3'4" X 5'-0' P CW235 CASEMENT 5.70 12.0 20 4 24.1 -36.1 40 5'-4" X4'-0" G CW14 CASEMENT 6150 7.20 10 5 25.1 -34.1 45 3'-0" H CW24 CASEMENT 6.80 14.4 20 5 24.1 -32.' 40 0-0" X4'4" J CN12 CASEMENT 1.50 2.20 10 4 25,f -28,1 40 2'4' X 2'-0" K FWG60611 FRENCHWD GLIDER 15.31 24.68 50 4 23.~ -20." 25 0~" Y. 7'~" M FWH~0611SAS FRENCHWD HINGED 18.72 34.36 50 5 231 -29.~ 40 10'4" X 7'~" N FWH~0311 FRENCHWD HINGED t6.72 22.91 00 5 23J -20.: 40 6'4" X 7'4" P VS306 VENqNG SKYLIGHT 4.80 7.10 10 2 23,i -30,: 520DN/105UP 3'-3" X 4'-~" ~~'-,~~l~a" cox ~L'~OO~ I .... . TOP OF P~TE HEIGHT 5ECON~ FLOOR CDL[N~ HEIGHT J' N® o ~ ( NI ~ ;TO~ ~. ALL ~-30 [NSU~TION ~.) P~OV. TO~C~ ~0~ _ _ _ ~ ~ fEk;:~eWINDO~ ~ FAMILY ROOM ~ TouspHANGNswSUH2~NEW * ~IST. C,J. W/HEADE~CONNE¢OR [ 2" (; "5TUDWALL;bG,__NR)~. JDp~IG-GbG" %~' ALLA~ CL05~ DININ~ ROOM T ~~~ 5TUB PAETION ~.~ /H~I6HT W/~ISTIN6 FOUNDATrON WALL TO ~ x "~"~ "-~"~ ~" BUILDING ~ECTION "A" ~/4"= ILO" 5GALE AaP~ALTA~C~ITE~U~L A~IC ~UND~YI~ N ~ ~ ~ TOP OF P~TE HEteHT' I  , . C.O~a~ ~.3 ~ Ic.c. _E ~ ' ' ' ~ ~ ~~ ~13" /4 h u2 '~ ~/4 ('4 5.A.t. 5UNEOOM FI~T FLO0~ ~ 3 ~ ~"~ 6" ACQ 8ILL P~TE ~. ~IO~WA~ LIVING BOOM D~MENT ~iST~NG P,C. ~WALL TO ~MAIN ~fSTING BASEMENT ' ~LOPE" I/4" PER FOOT PITCH TO PLUMBING DIAG~M NOT TO SCALE BUILDING SECTION "D" I/4" = ILO" 5CALE LAUNDRY IBATH 4 ~ ~ ~ITCHEN ~ATH I bATH 2 c.ol ' . 1_ T~ 5LOPE" I/4" PE~ FOOT PITCH TO GENERAL CONSTRUCTION NOTES GENERAL WIND PROTECTION CONNECTION NOTES N A IL IN G S C H E D U L E D E S IG N L O A D C A L C U L A T IO N S CLIMATIC AN D GEOGRAPHIC DESIGN CRITERIA Adapted from Standard for Hurricane Resistant Residential Construction; SSTD 10-99 T S E L E 3.1, ~N C L U D IN G 3.3 A N (3 3 ~ 1. Thelnformafion onthts set ofconstructlon documents/sro relate beslcdesign and 1990 SBC HighWind Edition Wood Frame Conctruction legs SaC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL MINIMUM UNIFORMLY DISTRI0UTED LIVE LOADS (Ibsf) WEATHERING BEVERE intent and framing details. They are intended as a construction aid, not a substitute Fasteners and Connectors for Wood Frame Construction J 0 IN T D E S C RIP T IO N N A IL Q U A L IT Y N A IL 0 P A C IN G ~E X T E R ,IO R S A L C O N IE S 60 FROST LiNE DEP'iH )'-0" for generally accepted good building practice and compliance with current New York D E C K 6 40 llERMI'~ ~IODERA'I~ TO HEAVY state building codes. The general contractor Is responsible for providing standard 1. A continuous load path between footings, foundations walls, floors, studs and roof R O O F F R A M IN G A T T lC S, W IT H O U T S T O R A G E 30 DECAY BLIGHT TO MODERATE z~ construction details and procedures to ensure a profossionally finished, structurally framing shall be provided, RAFTER TO TOP PLATE TOE NAILED10'-0"0'"0" WALL;wALL:3-ad4.Sd =ER=ER RAFTERRAFTER ATTICS, WITH STORAGE 40 WINTER DESIGN TEMP. 11 sound, andweatherpmofcompleted product. 0RILING JOIST TO TOP PLATE TOE NAILED a'.0"WALL. 3.8d )ER JOIST ROOMS (OTHER THAN 0LEEPING ROOMS) 40 ICE SHIELD UNDER. AS PER MANUFACTURER'S lb'.0" WALL 4-8d )ER JOIST SLEEPING ROOMS 30 2. Approved connectors, anchors andother fastening devices not included ln the 0ElL[NC JOIST TO PARALLEL RAFTER FACE NAILED SEE TABLE 3.7 EACH LAP LAYMENT REQUIRED SPECIFICATIONS/STATE CODE 2. GeneralCordractor focoordinats all sub contractars, scheduling ofwork, and Standard Building Code, Table2300.1 shallbelnstalled in accordance with 3RILING JOIST LAPS OVER PARTITIONS FACE NAILED SEE TAeLE 37 EACH LAP CRITERIA FOR CALCULATION OF DEAD LOAD FLOOG HAZARDS ~LOCKrNG TO RAFTER TOE NAILED 2-8d EACH END ACTUAIL WEIGHTS OF MATERIALS REFERENCED TO A.LA. 3. The general contractor ls responsible forensudng thatallworkand construction 3. Mete[plates, connectors, screws, botts, and nails exposed directly fo the weather or RIM BOARD TO RAFTER END NAILED 2-16d EACH END ARCHITECTURAL GRAPHIC STANDARDS meets or exceeds current federal, state, and local codes, ordinances and regulafiDns, subject to salt corms/on in costal areas, sha~l be stainless steel or hot dipped N A L L F R A M iN G I TAB L E 3.4 tOP PLATE TO TOP PLATE FACE NAILED 2-1~d * PER FOOT SNOW 1995 SEC HIGH WIND EDITION WOOD etc. These codes are to be considered as part of the specifications for this building galvanized, FRAM E CONSTRUCTION MANUAL and eh°Mid be adhered t° even tf theY are In vaflance with the plan. aTur°P DPLATESTo STuDAT INTERSECTIONS FAcEFACE NAiLEDNAILED 2.1~d4'18d 24.JOINTSo/c ' EACH SIDE IGROUND SNOW LOAD 145 lbs- RAFTER 0PACING 16" OIC 4. Where windows and doorslnterruptwood structuralpanelsheathing and siding, dEADER TO HEADER FACE NAILED I$d 10" O/C ALONG EDGES SEISMIC 120 mph FASTESTWINDEPEED 4. Dimensions shall take precedent over scale drawings (do not scale drawings), framing anchors or connectors shall be provided at the top and bottom of cripple r 0 P 0 R a O T T 0 M P LA T E T O S T U D E N D N A ~L E D 2 - 16 d P E R 2 X 4 S T U D r 5. The designer has ncr been engaged for consb'dctlon supervisisn and assumes no studs, header studs, and at least one stud at each side of opening, i4-1ed3*lSd PERPER 2X, STUD2xe STUD JDESIGN CATEGORY JB ROOF ROOF NUMBER ]OTTOM PLATE TO FLOOR JOIST, HIND PITCH SPAN (ft) OF NAILS LU resbensib,lity for construcfion coordlnafing with these plans, nor responslblllty for B, Ridge strapE shall be attached to each pair of opposing rafters except where collar ,AN DJSIST, ENU JOZST, OR BLOCKING FACE NAILED 2-1Sd "- FER FOOT IWIND SPEED 1~20 mph 4.12 12 3 construction means, methods, techniques, sequences, or prDcedures, or for safety ties of I x6 or 2x4 lumber is located in upper third of attic space and attach fo each pair = L O O R F ~ A M m G E X P O S U R E C A T E G O R Y 16 4 precaufions and programsinconnecfionwlththework. Thereare nowarranfies fora ofraffers, ~OraT TO SILL, TOP PLATE, OR GIRDER TOE NAILED 4-8d PER JOIST E0 5 Z specific use expressed or implied in the use of these plans. 6. Uplift connectors shall be provided at each ratter bearing. ~ R I D (3 I N G T O J O I S T T O E N A I L E D 2 - 8 d E A C H E N D 24 6 O LOON,NG SI L O. TOP PLATE TOE .A,LED E^C. SLOC ALTERNATIVE FOR OPENING PROTECTION E 6. Retsr fofloorplans, extedore~evafions, andwmdowschedulefor typesand sizes of 7. Floortofloorholddownstobeprevidedevery4fl, andevery 16 within4 ofextenor .EDGER STRIP TO BEAM FACE NAILED 3-10d EACH JOIST 3E windows. All windows to beAndersen high performance quality orapprovedequal, corners, IOIST ON LEDGER TO BEAM TOE NAILED 3.8d PER JOIST lAND JOIST TO JOIST ENO NAILED 3-16d PER JOIST E,12 12 7. Door and window headers to align unless otherwise noted, 8. Sill Plate to Foundation Anchorage: Sill plate shall be anchored to the foundation a A N D J O IS T T O S I L L O R T O P P L A T E T O E N A I L E D 2 - t 6 d P E R F O O T WOOD STRUCTURAL PANE LS WITH A MINIM UM THICKNESS OF 7/16" AND MAXIM UM PANEL S PAN OF 8'-0" 1E III with anchor bolts having a min. holt diameter of 518" and 3" x 3" x 1/8" washers, A ~ o o P s H E A T H ~N G SHALL BE PERMH ~:O FOR OPENING PROTI~CllON IN ON AND 'IVVO STORY BUILDINGS, PANELS 2O E4 LU SHALL BE PRECUT TO COVER GLAT]=D OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. 2E 8, General contractor is to ensure that masonry and prefabricated fireplace minimum of one anchor beet shall be provided within 6 to 12 inches of each end of s T R U C T U R A L P A N E L S 4~ p E RIM E T E R E D G ~ Z O N B . 1 S, O lC - 0 ,I A T P A N E L E D G E S .' construction meets or exceeds all manufacturer's specifications and applicable codes, each plate. Anchor bolts shall have a minimum embedment of 7 inches in concrete/ s d A, N D A T I N T E R M E D IA T E S U P P O R T S J N T H E P A N E L FIE L D (RE FER TO SECTION 160g. 1.4 AND 1609.6.5 AND TAB LE 1609,1.4) E2 masonry foundations Anchor belts shall he located within 12 inches of comers and at L~-l~I"OIC-O"ATPANELESGESAND12" 36 0. General contractor to consult and coordinate with the owner and the plans for all spacing not exceeding 4 feet on center, s d A. T I N T E R M E D IA T E S U P P O R T S I N T H E P A N E L F ~S L D E; 12 12 builtin t/ems such as bookcases, shelving, pantry, closets, etc, FOR ROOF SHEATHING WITHIN 4'-0" OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4'-0" ON EACH SIDE OF THE ROOF PEAK, THE 4'-0" PER,METER EeGE ZO.E ATTAC.MENT REOU,. MENTS S.^LL aE usED TABLE 1609.t.4 te 10. Provide hardwired smoke detectors, with battery backup, on all floors and in each c e ~L~N G S H E A T H m e WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS 24 LU bedroom, vedfy wflh local code requirements as per Section R317, New York Stats GYPSUM WALLBOARD 5d COOLERS 7"EDGEIIO"FIELD 2~ Residential Construction Code. Install carbon monoxide detectors as per code. w A L L S H E A 1' H IN G FASTENER SPACING (INCHES) GENERAL FOUNDATION NOTES a~ ~ NTERMEDIATE SUPPORTS IN THE PANEL FIELD PANELSPAN < 2'-0"< PANEL 4'-0"< PANEL 6'-0"< PANEL NTERIOR Z(3N~ - 1~" OIC - 6" AT PANEL EDGER AND 12" FASTENER TYPE 2'-0" BPAN < 4'-0" SPAN<O'-O" SPAN < 8'-0" 1. General contractor to review plans, elevations, and details to determine intended P lB E R a 0 A R D P A N E L S ? 116" S d ~" E D G E I e" F I E k D 2~ heights Df finished floor(s) above typical grade, o Y P s u M W A L L B O A R D 5 d C O O L E R S l" E D G E I 10" FIE L O 2 1/2" #6 WOOD SCREWS IS IS 12 0 32 2. AII foctings to rest on undisturbed soll, HARDBOARD 8d . NTERMEDIATE SUPPGRTS IN THE PANEL FIELD NTERroR ZON; . 18" O/C - ~I"AT PANEL EDGES AND 12" 21/2" #8 WOOD SCREWS 16 16 1fl 12 3. Provlde%"expanslonjotct materialbetween all concrete slabs and abutting ad ~,T INTERMEDIATE SUPPORTS IN THE PANEL FIELD concrete or masonry walls occurring in extedor or unheated intedor areas. F L 0 (3 R S H E A T H IN G STRUCTURAL PANELS - 1" OR LESS ad I"EDGEI12"FIELD I A. THIS TABLE IS BASED ON A MA~MUM WIND SPEED (3 SECOND GUSl~ OF 130 MPH AND MEAN ROOF ' TABLE 3.7 HEIGHT OF 33'-0" OR LESS 1~6 SaC FIG--I~I'43 Ei311CNtA/33D FFW~ Z 4. Concrete on 4"sand orgravelflllminimum, wlth 6x6 -10/10 wire mesh reinforcing. · NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 8" O/C AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED 3" O/C AT THE B. FASTENERS SRALL SE INSTALLEDATOPPOSING ENDS OF THE WOOD STRUCTURAL PANEL ~CNMqNUAL O Interior slabs fo be placed on 6 mil. s/ablJlzed polyethylene vapor bonier. PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUaLED, OR ALTERNATE CONNECTORS, SUCH AS SREAR PLATES, SHALL SE USED TO MAINTAIN THE LOAD PATH I C. WHERE SCREWS ARE A'FrACHED TO MASONRY OR MASONRY / STUCCO, ~-(Ey SHALL BE RAI- fi=l~ SPAON~ 1(~' DC 5. Provide crawl space venfllation per local code requirements.REDUCED' WHEN WALLTo 101~dSHEATHINGNAIL PERIS FOOT.CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE CAPACITY OF 49t0 LBS. ATTACHED UTILIZING VIBRATION RESISTANTANCHORS HAVING A MINIMUM WITHDRAWL ~)1~ Pre'CH ROC~ ~PAN 6. General contractor fo install cop-r-tax (or copper) sheet metal terrnlte shields 1; 3[ 3R 36 ~ mm~m ~ mm~m between all wood sudaces that are exposed to concrete or masonry surfaces. STRUCTURAL WOOD PANELS FOR WIND-BORNE DEBRIS PROTECTION WIND RESISTANT CONI, STRUCTION CONNECTORS 3d; 11 14 r'l n,,~ z 7. Damppreof exterior of foundafion with a bituminous coafing as per code and soil FORW^LLOPENINGPROTECT~ONOF120MpH2*SECONDW1NDOUSTS 4;1~ 8 11 LU __. condfl,on,. CONNECTION L0CAT,ON PART NUMBER' NOTES' [ RIDGE-TO-RAFTERS LSTA24 ApPlY TO EACH PAIR OF RAFTERS 7:12 5 6n _-~ ~~--- GENERAL FLOOR PLAN NOTES R~FTER-TO WALL RT20 APPLY TO EACH ~AFTER I~1~ 4 APPLY TO EACH RAFTER 121~ 3 4 1. Dimensionsshalltakeprecedentoverscaledrawmgs(donotscaledrawings). %~.1~ RAFTEP TD PLATE RTl5 MULTIPLE SECTIONASSEMSLY:ll4" CONSTRLICT)O[' DETAIl__-, >~ WI'ID LCAD 'ZATH CONrlECTION D~_T,~,ILz, (USE WITH SPTH~ CONNECTOR) 2. AIIintsdorwallsfobecoveredwith½"gypsumboardwithmetalcomerreinfoming, THICKBOLTS@2'OC PLATE-TO WALL STUD SPTH4 APF'=f TO SACP WALL STdD Tape, float, and sand (3 coats). ~ ~.~/~ Y ~ ~~ ~ 2ND FLOOR WALL TO 1ST FLOOR WALL hLFTA OR MSTA36 ! APFLT TO EAC~ WALL BTJD ! 3. Walls common to garage and house fo have a layer of 5/8", fire rated gypsum board / HEADER- TO- JACK STUB LSTA12 APPL" TO EACH JACk STUD E at garage side with §'-0" return on adjacent walls and ceiling. Manufactured lumber requJres21ayersofS/8",fireratedgypsumboard. CRIPPLE STUD TO HEADER RT3 OR RT7 APPLY TO E4CI-I CRIPPLE STUD / ~ NOTCHED RAFTER 0 ' SHEAR WALL HOLDDOWN ANCHOR ADS5 i APPLY TO EACH SIDEWALL END 4. All bath and toilet area walls and ceilings adjacent to wet areas to have water / RAFTER -- resistantgypsumboard, orwalltllesetonwondethoardorequah ~ ~ ii 1ST FLOOR-UNDER-SILL PLATE MSTA36 OR RS16 R WRAP UNDER DOUBLE SILL PLATE RIDGE ,L RIDGE . I (USE WITH 3" SOUARE WASHERS/ G EN ERAL FRAMING NOTES / · ~' ~ ~ r USE THE FOLLOWING OR APPROVED USP METAL CONNECTOR0 FOR PROPER WINS RESIOTANT CONSTRUCTION. O 1. All walls, 2x4 and 2x6, to be stud grade or better 16. olc. All other framing matedal ~. 2. Afl wood framing In contact with concrete or masonry to be pressure treated./ DOWN STRAP ~n~~.¢° P,CAL RIDGE TO RAPTBR STRAPPI.G WPICAL RIDGE TO RA ER STRAPPING SB, Sd S .KER . 0 3. Provide double floor joists under all walls parallel to floor joist span direction unless ~' / NAILS AS PER ;=]! 3- 2"X4" WD STUD otherwise specified. MANUFACTURER ~ ~ CORNER TYP. Z ~ ,, ,C~TIBN /.// 2"X4" SILL 4. Provide x-bracing or solid blocking at a maximum of 8'-0" o/c for all dimensional I i~ ILL D lumberfloorjoists, /' i i × PLATE i ' I~ / RIM JOISTTYP. 5, Floor construction: ~" tongue and groove plywood subfioor. Finished matedal to be applied over subfloor, Glue and screw plywood decking to floor joists, RAFTER PROVIDE 1/2" SPACING .~ I,., ~ DBL. SILL PLATE ' BETWEEN THE END STUDi , ,,,,up /-- z o ° i ~.~(I)~4REBARIN 6. All window and door headers to be minimum (2) 2xl 0 unless othe~vise specified. AND THE 2 OTHER STUDS ANCHOR BOLT ~ ~ -- SHEAR CONE-MIN. Z All interior headers to be (2) 2xl 0 unless otherwise specified. ~- RAFTER HOLDDOWN INSTALLATION TO TRANSFER SHEAR <~ ,r-  ~! TOP PLATE .41 .m FASTEN WITH (2) l§d 7. Provide full solid blocking under all beadng walls. .- TOP PLATE o ''mm' i COMMON NAILS @ 6 "D.C. 30" MIN. ~ FOUNDATION  REBAR LENGTH E~ WALL TYP. 8. All beams to have adequate beadng at each end or as specified, ~. t WALL STUD ' 1/2" MIN. 9. All flush beam and joist intersections to have galvanized hangers, WALL STUD SIDEWALL ENDWALL FROM CORNER 10. Typical exterior walls and roof to be sheathed with ½" exterior grade plywood or 7/16" DEB plywood, group 1, APA rated. Plywood to span over all plates and TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION SHEAR WALL CORNER CONNECTION METAL HOLD-DOWN / UPLIFT ANCHOR headers. .~ 11. Provide inaulafion baffles at eave vents between ratters. ~. ~ ~--~~~ ~ ~.~~~ 2NO. FLOOR WALL STUD 6) KING STUDS 12. Exterior flashing to be correctly installed at all connectiDns between roofs, walls, chimneys, projections, and penetrations as required by approved construction ~ ~ practices. SHUTrER ASSEMBLY '~ 2ND. FLOOR PLATE ~.~ t CRIPPLE STUD~ '~--LLI N,T.S. WOOD JOIST WOOD JOIST -- SUBFLOOR __ 13, General contractor to provide adequate attic ventilation and roof vents, FOR PANEL SPANS: 0 < 4'-~" WIDE SPAN RIM BOARD % I Z (.) 1ST. FLOOR TOP PLATES ~:~ % ~ JACK STUDS Z GENERALPLUMSINGNOTE8 23132" APA SPAN'RATED 4812' SHEATHING GRADE PLYWOOD (OVERLAP AROUNO OP~'NINGS 4") GIRDER/HEADER -- I -E)~"'~ ~ 0 STAINLESS STEEL WOOD SCREW @ 16" D.C. OR BETTER JOIST FRAMING OVER WOO0 GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER ~' . ~,;~' ~.~ GENERAL HVAC SYSTEM NOTES ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: ,~ TYPICAL MULTI-STORY CONNECTIONS * ~ i~,~,i~' '$~v~ (~q-O 2. HVAC subcontractor to fully coordinate all system data and requirements with the UTILIZING VIBRATION RESISTANT ANCHORS HALVING A MINIMUM WITHBRAWL CAPACITY OF 490 lbs.1ST. FLOOR PLATE equipment supplier. SUBFLOOR SILL GASKET// ~/ , BATHTUB SUB FLOOR ' DOUBLE SILL PLATE DBL, SILL PLATES -- NOTE ADDITIONs:SPECIFICATIONS AND ASSEMOLY IDENTICAL TO 0 < 4'-0" SPAN. DOUBLE JOIST~~' ~'~ ~~ ~-~.-. I ~1 DOUBLE JOIST'~~ FOUNDATION WALL -- © (TOFouNDATioNOVERLAP JOINTS)wALL . ~O ~ .e 03 JOINT DESCRIPTION NAIL QUALITY NAIL 0PACING ROOF FRAMING RAFTER TO TOP PLATE TOE NAILED 5'-0" WALL; 3-8d )ER RAFTER 10'-0" WALL: 4-~d )ER RAFTER ~EILING JOIST TO TOP PLATE TOE NAILED /1'-0'rWALL' 3-8d )ER JOIST 1D'-0" WALL 4-8d )ER JOIST DEILING JOIST TO PARALLEL RAFTER FACE NAILED SEE TABLE 3,7 EACH LAP 3RILING JOIST LAPS OVER PARTITIONS FACE NAILED SEE TAeLE 37 EACH LAP =OLLAR TIE TO RAFTER FACE NAILED SEE TABLE 3,4 ~ER TIE ~LOCKrNG TO RAFTER TOE NAILED 2-8d ~ACH END RIM BOARD TO RAFTER END NAILED 2-16d EACH END HALL FRAMING top PLATE TO TOP PLATE FACE NAILED 2-1~d * PER FOOT top PLATES AT INTERSECTIONS FACE NAILED 4-1~d JOINTS -EACH SIDE ~TUD TO STUD FACE NAILED 2-1~d ~4" O/C ~EADER TO HEADER FACE NAILED I$d 10" O/C ALONG EDGES roP OR BOTTOM PLATE TO STUD END NAILED 2-16d PER 2X4 STUD DESIGN LOAD CALCULATIONS MINIMUM UNIFORMLY DISTRI0UTED LIVE LOADS (Ibsf) IEXTE R,IO R BALCONIES 60 DECKS 40 ATTICS, WITHOUT STORAGE 30 ATTICS, WiTH STORAGE 40 ROOMS (OTHER THAN 0LEEPING ROOMS) 40 SLEEPING ROOM6 30 CRITERIA FOR CALCULATION OF DEAD LOAD ACTUAIL WEIGHTS OF MATERIALS REFERENCED TO A.LA. ARCHITECTURAL GRAPHIC STANDARDS SNOW I IGROUND SNOw LOAD 145 lbs. JDEStGN CATEGORY lB HIND FASTENER SPACING (INCHES) PANEL SPAN < 2'-0" < PANEL 4'-0" < PANEL 6'-0" < PANEL FASTENER TYPE 2'-0" SPAN < 4'-0" SPAN < 0'-0" SPAN < 8'-0" 2 1/2" #6 WOOD SCREWS 16 16 12 9 2 1/2" #8 WOOD SCREWS 16 16 1fl 12 CONNECTION LOCATION: PART NUMBER' NOTES' RIDGE-TO-RAFTERS LbTA24 ApPlY TO EACH PAIR OF RAFTERS RAFTER-TO WALL RT20 APPLY TO EACH RAFTER RAFTEP TD PLATE RTl5 APPLY TO EACH RAFTER (dEE WITN SPTH~ COrlNECTOR/ PLA[E-TO WALL STUD BP,H4 APF'=f TO TACP WALL STdD 2ND FLOOR WALL TO iST FLOOR WALL ~LFTA OR MS,A56 AP;L~ TO EAE~ WALL BTJD HEADER-TO-JACK STUD LSTA12 APPLY TO EACH JACk STUD CRIPPLE STdD TO HEADER RT5 OR RT7 APPLY TO E~CI-I CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR ADS5 j APPLY TO EACH SIDEWALL END IWRAP LINDER DOUBLE SILL PLATE 1ST FLOOR-UNOER-SILL PLATE 1MSTA36 OR RS16 R! (USE WITH 3" SOUARE WASHERS/ P1 U LTE FP--..O NT ELEVATION /4" ---- I '-O" SCALE SOUTHOLD BUILDING DEPARTMENT CRITERIA 1 OCCUPANCY CLASSIFICATION R-3 RESIDENTIAL - SECTION 318 BUILDING CODE N.Y,S USE DWELLING UNIT- SECTION 310 -310.2 2 HEIGHT 28L8" :IRE AREA (si} 3814 SQ. FT. TOTAL 3 T~PE OF CONS~UCTION WOOD FRAME CONSTRUCTION 4 3ESIGN CRITERIA PRESCRIPTIVE DESIGN - 1995 HIGH WIND EDITION WFCM 5 =RAMING ELEMENTS SEE FLOOR PLANS AND SECTIONS 6 3ESIGN LOAD CALCULATIONS SEE SECTIONS 7 ¢VINDOWAND DOOR SCHEDULE PAGE 6 8 _OAD PA~ SEE SECTION "A" 9 NAILING SCHEDULE PAGE 18 10 EGRESS SEE WINDOW SCHEDULE 11 =LUMBING RISER DIAGRAM PAGE 9 12 :IRE PROTECTION N/A 13 ITIUSS DESIGN DRAWINGS N/A 14 ENERGY CALCULATIONS AT[ACHED wO ~ < 0. LEFT ,~IDE ELEVATION I/4" ---- I '-0" .~CALE PROVIDE 4" "AZER" TRrM LL Vv'l N DO,VD ~ boo~ ' R. IGHT .~IDE ELEVATION I/4" = I'-O" 5GALE Zo 0 O" ?, CC 4C. fEOUNDATION ~ TO REMAIN WALL W/ I' 4"' X O" d, FTC*, C. VERTICALLY INTO ~ ~1 Z~74L*%OOV ~ ~__ . Z : FOUNDATION PLAN 34' 3 GARAGE EXISTING 5TRU~U~ TO REMAIN; NO C~ANGE EXIbTING HEADER ABOVE TO REMArN; VERIPff MrNIMUM 2 2"X J 2" HEADER ALIGN -20' I 0L LINE OF SECOND FLOOR FAMILY ROOM ¸20' 2- J 3/4"X I I 7/6" DROPPED HEADER. BATH 5LO'' C,H i 0 NOTE' CONTRACTOR TO DROPPED PLEADER 5UNROOM LIB P-.ARY TO ~'MArN ' BATH 20G6 RIDGE ~ EXIDTING AREA EXISTING FIREPLACE REMAIN LIVING ROOM EXISTING LIVING 5PACE 3 2" X 4" POB~m ¢" X I J ~" LVL DROPPED BEADER. HANG C J WITH USP 5UH2G CONNECTOR TO FLUSH LVL HEADER C) ~o W~ 2- 3/4" STEEL PLATED FLUDH LVL HEADER DINING ROOM TW30 304G 2-20 5- 2"X 4" PO5T BOTH ENDS 3/4" X I I 7/8" FLUSH LVL HEADER L'INE OE [BALCONY ABOVE 3 2"×4"POST YP BOTH ENDG FOYER HANG C J WITH USP 5UH2G CONNECTOR TO ffULSH LVL HEADER © =5 ~o fflRDT ffLOOP-.. PLAN I/4" = I '-0" 5GALE NOTE: HEADER ABOVE ALL Zo nto< }--~>- n>-o 20' E~ATH CLOSET BEDROOM TO RIDGE CLODET KNEE WALL W/CAP L 2" X 4" 5TUB 5/4" X 6" D~CK[NG MALL 4- 2" X I 2" HEADE,~. ABOVE CATHEDRAL~ ~BOV~ O?~N TO BELOW OUTLINE OF LIVING 2066 POCKL7 CLOSET BATH BEDROOM 22' <z~o ..~ECOND FLOOR PLAN ILO'' SCALE ~OOF i/ X J2 J2 (X~4"× 4"POST5 OUTLINE OF 5ECOND FLOOR AREA FRAME PLAN ILO'' SCALE TOP OP ?LATE HEIGHT PIRST FLOOR CEL~ INSULATION TYP, EXTE~roF. WALL~ 5UBPLOOR Ye ALL AREA5 BEDROOM ROOM ~. I/2" GYP BOARE~ I PROV 112" C B HALL DINING ROOM s/4" PLWCOOP NOTE: CONTRACTOR TO MATCH FINIBPl FLOOR HEIGHT W~ ~XISTING /2" LOLLY COLUMN ,I TOP OF PLAT[ HEIGHT BUILDING SECTION "A" ROOF A~-IC /4" = I '-O" 5GALE 4"0 ROOF VENT ~4 LAUNDRY BATH 4 ~ ~ W,M, '-~-' , . /W~iI ,~ ' c~- --,~ BHC'W~R .~ ~ ~ 5~cw~ ~ C,Ol~ ~ ~,~1 c.c KITCHEN BATH ~ BATH 2 ~WER 5LOPE" f/4" P~R FOOT PITCH TO SECOND PLOOR FI EST FLOO~ BASEMENT DRAIN PLUMBING DIAGRAM NOT TO SCALE TOSUFFOLKOOUNTY DEPT. OFHEALTH SEWERLINE, TOP OF PLATE HEIGHT FlliBT FLOOR 5UBFLOOR HEADBR @ WINDOW5 2" X 4" STUD WALL @ I/2" CDX ?LYWD 5HEATP 5UNROOM ~--~¥? ALL ARZ~AD~ BEDROOM ?BOV UBPP,,T20 CONNECTOR(T'"pj T R~30 INSULATrON (TY?,) NEW 2" X 4" %x~Nx, UWING ROOM I~"X II~"LVL EXrSTING P C WALL $ FOOTING WALL TO REMAIN <z,~ 0