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HomeMy WebLinkAbout34973-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34194 Date: 02/12/10 THIS CERTIFIES that the building ALTERATIONS & ADDITIONS Location of Property: 700 MARLENE LA LAUREL (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 143 Block 2 Lot 21 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 2, 2009 pursuant to which Building Permit No. 34973-Z dated SEPTEMBER 2, 2009 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 DECK, COVERED FRONT PORCH AND ATTACHED ONE CAR GARAGE, TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR PER ZBA # 5961, DATED 10/5/06. The certificate is issued to GREGORY C DICKERSON & ANO (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-06-0074 10/12/06 ELECTRICAL CERTIFICATE NO. 8770 10/15/09 PLUMBERS CERTIFICATION DATED 01/21/10 MATTITUCK PLUMBING & HEAT t h 'ize Sign ture Rev. 1/81 Form No.6 v TOWN OF SOUTHOLD BUILDING DEPARTMENT �i , ?010 TOWN HALT. 765-1802 BLDG.DEPT. APPLICATION FOR CERTIFICATE OF OCCUPANAV TOWN OF SOUTHOLD 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. A. 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. f. 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: i. 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$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$50.60. 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 v Date.T/ho New Construction /1 Old or Pre-existing Building: (check one) Location of Property: House No. Street Hamlet Owner.or Owners of Property: Suffolk County'Tax Map No 1000, Section 1-'3 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: !� (check one) Fee Submitted: $06-, 00 �-� ate{ _ �4.���,_ Applicant Signature Azz . y� 0 Toy,r. Hall, 53095 Main Road Oy Fax (631) 765.950- P:O. Box 1 179 �O� Q Telephone (631) 765 �:- '.qew York 11§71.0959 BUILDING'DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: /,&,6 Building Permit No. f (Ple/ase,ppint) II / (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I % lead. / (Plumbers Signature) Sworn to before me this day of , 20 DENISE KING Notary Public,State of New York Registration #01 K16041757 M Qualified in Suffolk County y Commission Expires May 15,2 Notary Public; County p E C E SUFFOLK BUREAU 0f ELECTR.1C'AL NOV 4 2009 INSPECTOIRS, inc. 40 Nottingham Drive,Middle Island, NY 11953 BLDG.DEPI Telephone:631 495 8136 • Fax:631 980 6455 • E-Mail:SBEIGS@ TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE Applicant: GREG DICKERSON Certificate No.: 8770 Rough In Inspection Date: 3une 24,2008 Final Inspection Date: October 15 ,2009 Application No.:' 8770 Building Permit No.: County Tax Map No.: This Certificate of Electrical Compliance is limited to the inspection and compliance of electrical equipment and/or work described below, installed by the applicant named above, located at the premise of and not after the final inspection date above: Owner: . GREG DICKERSON Site Location: 780 MARLENE LN, MATTITUCK, NY 11952 Owner's Address (if different): R9 Residential Indoor 0 Basement Serviced Shed E"Commercial MCutdoor 0 First Floor a 0 Pool 0 Hottub 0 New El Renovation 0 Second Floor Attic Garage ...........I........ .. ....................... D Addition M Survey Other: INVENTORY ...................... ...................... .....................i Single Phase 200A- Heat 1-oil I Duplex Recpt '41 Ceiling Fixture Fixtures 26 HID Fixt.....................! ;.................. .................... Three Phase - Hot Water GFCI Recpt 16 Wall Fixture 11 Smoke ----------.----- Main Panel 140Ckt AC Cond Single Recpt i Recessed Fixture 35 CO Detect ----- Sub Panel AC Blower J Range Recpt Flourescent Pumps i -- . — ...................... .................... Transformer Appliances __._.._. r-------- - pp Dryer Recpt ;1-30a Emergency Time Clock ............. ----- - ...................... Disconnect 1-200 Switches 68� Twist Lock Exit Fixtures j NSS .-..................: GFCI Breaker Heat Pump Electric Heat 1-20a Pool Luminaire Exhaust Fan 5 ,,. ......................� ...................._i ............: Other Equipment:13-dimmers,1-dish washer,1-hydromassage bath tub The electrical work and/or equipment described above were inspected and appear to be in compliance with local, state and national electrical code requirements and this office. Applicant: GREG DICKERSON License NO.: Homeowner Inspected By: Roger Richert Date Of Certificate: Oct 16,2009 SignaWre:lip P s 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. 34973 Z Date SEPTEMBER 2, 2009 Permission is hereby granted to: GREGORY C DICKERSON 780 MARLENE LANE MATTITUCK,NY 11952 for ADDITIONS & ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR PER ZBA & SCHD APPROVAL. ( W[ACkA- aj�) at premises located at 700 MARLENE LA LAUREL County Tax Map No. 473889 Section 143 Block 0002 Lot No. 021 pursuant to application dated SEPTEMBER 2, 2009 and approved by the Building Inspector to expire on MARCH 2, 2011 . Fee $ 828 . 60 A� ,lr Authorized Signature ORIGINAL Rev. 5/8/02 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. 3 37 Z Date DECEMBER 1, 2006 Permission is hereby granted to: GREGORY C DICKERSON 780 MARLENE LANE MATTITUCK,NY 11952 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER ZBA AND SCHD APPROVAL at premises located at 700 MARLENE LA LAUREL County Tax Map No. 473889 Section 143 Block 0002 Lot No. 021 pursuant to application dated DECEMBER 1, 2006 and approved by the Building Inspector to expire on JUNE 1, 2008 . Fee $ 828 . 60 j i A- ri azure i ORIGINAL Rev. 5/8/02 APPES BOARD MEMBERS �OF S0Ul Mailing Address: Ruth D. Oliva, Chairwoman � yplO Southold Town Hall 53095 Main Road• P.O. Box 1179 Gerard P. Goehringer #t Southold,,NY 11971-0959 James Dinizio,Jr. c/; ,e Office Location: Michael A. Simon D�y� ^��Q Town Annex/First Floor,North Fork Bank - Leslie.Kanes Weisman CO � 54375 Main Road(at Youngs Avenue) n Southold,NY 11971 http://southoldtown.northfork.net ( ZONING BOARD OF APPEALS i TOWN OF SOUTHOLD Tel. (631)765-1809 •Fax(631)765-9064 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF OCTOBER 5, 2006 ZB File No. 5961 —Greg and Deborah Dickerson Property Location: 780 Marlene Lane, Mattituck CTM 143-2-21 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 applicants' 10,875 square foot parcel is improved with a single- family, one-story dwelling, as shown on the June 5, 1991 survey prepared by Peconic Surveyors, P.C. BASIS OF APPLICATION: Request for Variances under Section 100-244 (280-124), based on the Building Inspector's August 22, 2006 Amended Notice of Disapproval concerning a proposed garage addition, a second-floor addition with a setback at less than the code-required minimum of 10 feet on one side and 15 feet on the other side, resulting in a required combined side yard total at 25 feet, and proposed porch addition at less than 35 feet from the front lot line and swimming pool, which calculated a lot coverage in excess of the code limitation for a 20% maximum. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on September 28, 2006, 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: The applicants wish to construct additions and alterations to an existing one story dwelling by adding a second-story to the existing dwelling, adding a new deck at the rear of the home, adding a covered porch at the front of the dwelling, adding an open deck and garage additions. The variances requested are: (a) lot coverage increased when a swimming pool .is proposed in the rear yard for 21.29% lot coverage total with all new construction; (b) a new porch addition will reduce the front yard to 33.18 feet at its closest point; (c) the side yard setbacks for the principal building with new garage and second-story will be 10.73 feet on the north side and 10.43 feet on the south side; (d) the total side yards will be 21.16 feet instead of the code required 25 feet. 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 variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The applicants are in need of more living and storage space, and the property is only 10, 875 square feet. The immediate neighborhood consists of several two-story homes with varied Page�2—October 5,2006 ZB File No. 5961 —Greg &Deborah Dickerson CTM No. 143-2-21 front and side yard setbacks. The lot coverage request is modest with an increase of 1.29% over the code limitation. 2. The benefit sought by the applicants cannot be achieved by some method, feasible for applicants to pursue, other than an area variance. The property is less than 11,000 square feet in size and has a width of 75 feet, and the dwelling is only 1128 square feet in size for living and storage area. 3. The variances granted herein are substantial. 4. The difficulty has not been 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 requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of additions and a swimming pool, 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 267-13, motion was offered by Member Goehringer, seconded by Member Weisman, and duly carried, to GRANT the variances as applied for, as shown. on site plan dated 9/05/06 prepared by Young & Young and Diagram A-1 dated 9/05/06 prepared by Young & Young subject to the following Conditions: 1. That the lot coverage shall not exceed 21.29%. 2. That the side yard not be reduced less than 10 feet. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Oliva (Chairwoman), Goehringer, Dinizio, Simon and Weisman. This Resolution was duly adopted (5-0). y r Ruth D. Oliva 10/30/06 Approved for Filing 31, of so�T TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: w C DATE ��' INSPECTOR �o��OF SO(/Tyo�o 1-3 �ycouMr,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] F UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: �— DATE INSPECTOR �o��OF SOUTyolo 3 X-;2 -7 couffomm TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION [ ] INSULATION FRAMING STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: r- a&4 C;le 44 J 7--/- � � D7 DATEINSPECTOR rjf SO�jyo�o 3 � Z_ courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST 'ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ FRAMING STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION F REIVIARKS:_ W_e� DATE - ���� INSPECTOR �[ q2> q SOUryo�o � 7 # UM`1I TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: r DATE INSPECTOR ,r SO(/T�ol CouNmil TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUN ION 1 ST [ ] ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION r REMARKS. DATE INSPECTOR 73- SO(/l�, � O O�y00UNTY,�� " TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLOG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION C _ RE 7 KS:C44 / DATE ANSPECTOR pf SOfjjyolo �IyCoulm,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ XROUGHLBG. ] FOUNDATION 2ND [ ON ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE - ® INSPECTOR X FIELD INSPECTION REPORT DATE I COMMENTS W FOUNDATION(IST) -------------------------------------- FOUNDATION(2ND) ' � 1v J � ROUGH FRAMING& — � PLUMBING p . ir INSULATION PER N.Y. y STATE ENERGY CODE ` ® Ar✓s� f FINAL l DITIONAL COMMENTS UN 0 (Y`0 c� e)6 m o I S can" � W y � O _ z � • G � i e � b 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 BuildingPlans TEL: 631 765-1802 ( ) ` Planning Board approval FAX: (631) 765-9502 -Survey www. northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. d Z t Trustees Examined ,20 Contact: Approved ,20 Mail to: 7&0 121eL,-/e re lane Disapproved a/c �iJ��f, � iv f ,`Rhone: R 9 k' 9 73 3 Expiration , '' g Inspector 'APPLICATION FOR BUILDING PERMIT Date /G , 20 O 6 ���='"'''y INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this,application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address o applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises j5�rety ny �, ��c el^Son � 10e d anal A, &er�� (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.. 7203 14-Z Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: A60 Mgrlelye LA^,,e N�4TT%Tuck House Number Street Hamlet County Tax Map No. 1000 Section /17'_3 Block O Z Lot 2- 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 Sin q/c ,a„,: 1 y 0 k b. Intended use and occupancy SA AA�. 3. Nature of work (check which applicable): New Building Addition V"" Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 490. 0 a o Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars / CAR 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. I 7. Dimensions of existing structures, if any: Front yO. 2. Rear 2 y f Depth 3 y Height /3 ' Number of Stories I Dimensions of same structure with alterations or additions: Front S Z Rear Depth Yo Height 2 6 ' (App. Z —Number of Stories 2 8. Dimensions of entire new construction: Front Rear 1:-'< 39• /() Depth L/ y Height a.G Number of Stories 9. Size of lot: Front 71 Rear 7 s- I Depth 10. Date of Purchase -Tone l9, 1991 Name of Former Owner 11. Zone or use district in which premises are situated �y 12. Does proposed construction violate any zoning law, ordinance or regulation? YES r NO 13. Will lot be re-graded? YES NO (XWill excess fill be removed from premises? YES NO 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor To e- A mlo eo s Address ny is Phone No. �;9e— EN 3 G 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO Y * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY O -4g�f' being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, ( )He is the O w v C k (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 thi day of / 20 G No Public Signature of Applicant N0WyPub11CAMo1Newyork No.30mam OU2116edla FuV!NPCoufty i MAIN ROAD (NYS I . 25) \ Z SURVEY OF N GUNtNER 145 00 " N m PR OPER T Y E�E�YN �• \ m A T MA T TI TUCK N/0/F \ ,,;'� m TOWN OF SOUTHOLD f SUFFOLK COUNTY, N. Y. 1000 - 143 --02 - 21 Z Scale 1"' - 20 \ 50" E ` r. M._�` "' June 5, 1991 69 201 _ N C ti N •� DfN�°N L 51Ep5 �1.9• I StON�ooe USE ——E/ / L�L�LE NO p 5 G O.N. 7C �• y; `O0.t NjO a �,2 \ O , A .. FNu w NON Z 0 SpN'L7\ /Er w E . °/ 5 00' SNfD CERTIFIED TO: COMMONWEALTH LAND TITLE INSURANCE COMPANY ". HARTFORD FUNDING Ltd. \ GREGORY C. DICKERSON n `1 �N000 DEBORAH A. CARRIG o p R N 0. VM6 G a GG3-3i25 /5 0LA 0 20 o � fi 1 /F S N 0 AREA = 10,875 sq. f t. ,tin 4rSMD S✓ T ' O m m �\ Prepared in accordance with the minimum; standards for title surveys as establishetY s N.Y.S. LIC. NO. 49818 Z by the L.LA.L.S and approved and adopts' for such use by The New York State Land qTF SURVEYORS, P.C. c Title Association. of -50 OX 809 MAIN ROAD SOUTHOLD, N.Y. 11971 n FORM NO. 3 NOTICE OF DISAPPROVAL DATE: June 21, 2006 TO: Greg &Deborah Dickerson 780 Marlene Lane Mattituck, NY 11952 Please take notice that your application dated June 16, 2006 For permit for additions and alterations to an existing dwelling at Location of property 780 Marlene Lane, Mattituck,NY County Tax Map No. 1000 - Section 143 Block 2 Lot 21 Is returned herewith and disapproved on the following grounds: The proposed construction, on this non-conforming 10,875 square foot parcel in the Residential R-40 District, 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 side, require a minimum front yard setback of 35 feet, a minimum single side yard setback of 10 feet and a minimum total side yard setback of 25 feet. Following the proposed construction, the dwelling will have a front yard setback of+/- 33.9 feet, a sin le si setback - 9 feet and a total side yard setback of+/- 20.3. e \ orit Si g.4tore J 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. FORM NO. 3 NOTICE OF DISAPPROVAL DATE: June 21, 2006 AMENDED: August 22,2006 TO: Greg &Deborah Dickerson 780 Marlene Lane Mattituck,NY 11952 Please take notice that your application dated June 16, 2006 For permit for additions and alterations to an existing dwelling and construction of a new in-ground swimming pool at Location of property 780 Marlene Lane, Mattituck,NY County Tax Map No. 1000 - Section 143 Block 2 Lot 21 Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conforming 10,875 square foot parcel in the Residential R-40 District 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 side, require a minimum front yard setback of 35 feet a minimum single side yard setback of 10 feet, a minimum total side yard setback of 25 feet, and a total maximum lot coverage of 20 percent. Following the proposed construction,the dwelling will have a front yard setback of+/- 33.9 feet, a single side armed setback of+/- 9 feet, a total side yard setback of+/-20.3 and total lot coverage of 21.29 percent. uthorized 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. Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release le Data filename:Untitled.rck PROJECT TITLE:Proposed Alteration&Addition COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE: 11/21/06 DATE OF PLANS:NOV.21,2006 PROJECT DESCRIPTION: DICKERSON RESIDENCE DESIGNER/CONTRACTOR: YOUNG&YOUNG COMPLIANCE:Passes Maximum UA=310 Your Home UA=281 9.4%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 1465 30.0 0.0 51 Wall 1:Wood Frame, 16" o.c. 1528 13.0 0.0 115 Window 1:Vinyl Frame:Double Pane with Low-E 105 0.350 37 Door 1: Solid 17 0.520 9 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1465 19.0 0.0 69 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment, such plans or specifications are in compliance with this Code. Builder/Designer Date •REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release le DATE: 11/21/06 PROJECT TITLE:Proposed Alteration&Addition Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1:Wood Frame, 16"o.c.,R-13.0 cavity insulation Comments: Windows: [ ] 1. Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: Doors: [ ] 1. Door 1: Solid,U-factor: 0.520 Comments: Floors: [ ] 1. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3"clearance from insulation. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. ti Duct Construction: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g. (500 Pa). [ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] Air filters are required in the return air system. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [ ] Separate electric meters are required for each dwelling unit. Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State ,the Residential Code of New York State or the New York City Building Code ,as applicable. Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 T or chilled fluids below 55 OF must be insulated to the levels in Table 2. _a Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1„ Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) TOWN OF SOUTHOLD OkOPERTY RECORD CARD OWNER STREET VILLAGE DISTRICT SUB. LOT FOFOER WNERW N E _� ACREAGE cif/ �. � .•���..� + ��" �121r1� I�0 S L W TYPE OF BUILDING <� 2ES.,/,2/d SEAS. VL. FARM COMM. I IND. I CB. I MISC. Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS i !- 1_� 128 of i- Al ` co ZI AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FRONTAGE ON WATER Farm Acre Value Per Acre Value. FRONTAGE ON ROAD J x / � Tillable 1 BULKHEAD `f Tillable 2 DOCK Tillable, 3 s Woodland ' Swampland Brushland House Plot Tota I � � x ■■■■■N■■■■e■■■N■ Ew6� "4b9� c° .vm� t��' � �:;sue` l�'r���i '�i '� �'�an��9 ��A>'�4�* �r 1 ■e■■■N�■■■N■N■■ ...rrrwlrr. alrr...:.v 4 � � �� ■■■ifs■■■■�■NN mom ' ME mom :... - ■■■■N■■■■■■N■N t { Foundation Fire Place Porc •.• .- Rooms 2nd Floor Young & Young ®T GOVEROE 400 Ostrander Avenue, Riverhead, New York 11901 $E 631-727-2303 �8 EXI5TIN5 HOUSE = 1,185 50. FT. Howard W. Young, Land Surveyor dog Thomas C. Wolpert, Professional Engineer Robert C. Tast, Architect ADDITION TO EX. HOU5E = 27 Sa. FT. Ronald E. Pfuhl, Landscape Architect �Y�o PROPOSED GARAGE = 415 5a. FT. \ E Douglas E. Adams, Professional Engineer PROP05ED DECK = 255 5a. FT. ° PROP05ED PORCH = 150 5a. FT. \ n HEALTH DEPARTMENT USE z g PROP05EP POOL = 505 5a. FT. \\ i §go gTOTAL = 2,515 5a. FT. �\uj O�GO� \ ® Sm 0 2,515 5a. FT. _ 10,5-75 5a. FT. = 21.21195 re Of 3 nO� O\\ z 8 , of o G/ 00 o cover v ��.5\' {� € Q LI� `% PORCH 0OF EX,I�ST IN t6 O I STORY RArHus= W � t E=�ZZESE �, 0v M% °O! gOY_ SURVEYOR'S CERTIFICATION F CA of OSID �8� E i \v' PROPOSED POOL N �'M� $, 9� I4'xOf' �O OPROPOSM ;�O` S �o� �`�9 OtO' �lz� ��k b \ 6ARASE HOWARD W. YOUNG, N.Y.S. L.S. NO. o p� �ymxvt z 0�����r Woo \ / 0a coy�o0d SURVEY FOR O c) �� jova MINH �OQ �\�OjOf' �� ����n9 90HEDUL F— OF DIMENSIONAL. REGULATIONS i��RAH 01CXER7�f1`r 6�a� (�• ��G R 40 At Mattituak, Town of Southold gR_rs yy����\�y G• ,ch Suffolk County, New York �w� G,y �� �• ` sLOT,AREA r _ MIN 40000'SF q W9�,��{) LOT WIDTH MIN I50 145 Block 02 Lot 21 h v� � LOT:DEPTH �` N1IN ITS Count Tax Ma District IOOO Section g ° Q HEIGHT OF RESIDENTIAL BUILDING5 MAX 35 In��ff SUILDIN6 PERMIT SURVEY s _ _ _ E v�FRONT YARR DEPTHti, r,_��' '..MIN 60^, __._... o SIDE YARD WIDTH MIN 30' O NOTES ° TOTAL 51DE,YARD WIDTH68 J� SIDE YARD ABUTTING SIDE STREET MIN 60 < 3 AP,E � = 10,875 50. FT. r Rcf R YAR�eDEPrH IN i5 p z�$3 _� _ 5EPT. 5, 2006 m ® w _ "-� VERTICAL DATUM = N.G.V. DATUM (M.S.L. IQ29 MAP PREPARED .IULY 3,) 2006 a SIDE YARD v4IDTH MIN 3 SCALE: 1°=30' 0=MONUMENT SET 0 =MONUMENT FOUND Qe =STAKE SET A=STAKE FOUND 7- MI vDl5TANGP F¢OM ANY BUILDING MIN IO .105 NO. 2006-0290 = � G= GHIMNEY RO=ROOF OVER 5=STOOP GE=CELLAR ENTRANCE Q � J DWG. 2006-02-10—bp ME S _ Young & Young N 400 Ostrander Avenue, Riverhead, New York 11901 631-727-23.03 - --� - - -� - - Howard W. Young, Land Surveyor Thomas C. Wolpert, Professional Engineer Robert C. Tast, Architect £ � Ronald E. Pfuhk Landscape Architect' ff Douglas E. Adams, Professional Engineer FEB 52007, W E NOTES g ,4RE = 10,8-15 Sa. FT. 01 \ D�G� r \ �® Sao \ r0yk Of peo� Rof � s \; \ SURVEYOR'S CERTIFICATION Tgml ® 2 MG °"� tN� �� � O\ \ • WE HERESY CERTIFY TO G R E G D RY D 1 C K E R 5 D N Sc �� o�O / DEBORAH DICKERSON THAT THI5 5URVEY WA5 a§ N G 40A ve y� "� R`\ \ - PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE �ills Ott e�\��hOf' o �� s �' 2OZL= g��/ FOR LAND 5URVEY5 ADOPTED BY THE NEW YORK 5TATE a Of' &'jfo -/ \ A550CIATION OF PROFE55IONAL LAND 5URVEY0 H. so `, > 5 O . ti�:T"•`�'!�"�"'}♦" gi x.._. N �� W•O ,,-- ��jQ HOWARD W. YOUNG, N.Y.S. L.S. NO. 45893 � �=%�s..�.� � �. � � �a> 4111 N ig 41 O Of d Ga'Q\df\& „� \ \- SURVEY FOR ° ��a°�°�`'° o�,�n�t od \ GR GORY VICKER50N 4 � Oyu o� • �`o DEBORAH D I CKERSON ���°j°�y At Mattituck, Town of Southold PEE Ottt`Cly-a\\o�� �� Suffolk County, New York _F rOV`1 ° G• CAS \GNU\`g \ County Tax Map District 1000 Section 145 Block 02 Lot 21 g'caa�G 5 G• FOUNDATION LOCATION SURVEY ° FOUNDATION LOCATION JAN. 50, 200 y 5 SEPT. 5, 2006 -s MAP PREPARED JULY 3, 2006 gOE u- i Ei=Mom*,ea SET ■ =Mow"aa FOUND 0=5TA1cm SET =STAKE FOLm JOB NO.1200'7-0033 G-Geir+NFr RO-ROOF over 5=STOOP GE-CMI W eMZA. GE DW6. 2006-02q0-f I s . Young & Young d pj t�, 400 Ostrander Avenue, Riverhead, New York 11901 N FLO �Q�F co?j: .( LJ% � r n t n1�1!I,sdl �SsifaGu -;�F I 631-727-2303 i -'E cl-WP Young, Land Surveyor gR((�-.��_®V�{.� Wolpert, Professional Engineer FS+,I�'— it"ai�; '" ii'{i-:� GEI9 D"i" ?1 " QnRobert C. Tast, Architect 1H�o , D9 aI?.c1i�LL YhAi t cddj �.• f?fiLhl, Landscape Architect' �',15P©SR.b Q� ��U�J 1 Do �la�sl.E Ac�alms, Professional Engineerw E 6 0�� • t��1Eyl T,U5 f� . '31.-�,l �, , 1 aY + itt (II�P� G' 0,[..:A,'M')C&,,fdCGG�r1�hm Es s: '�� .•� L. TT pp p r, o rn r a Pic®®DNS K. I G � 1 S�' elf 'Q .y� � �� \/ °�\ rn L. �'Arc i�"[tlr,1.1 1�G. y �� O \ g�- *.=`t4'. l:. Mit 3 \ G V + W g' p p d p N �' \\ �'G�\�� \ tl X 0AKV ,- JY: � 5W1 Y i'�^e� O—S?,�...=OO+T t N �"� \ OO O CPROPOSM OVERED N\- �. G TOTAL f0AX"'M 1i %-t. KFOO \ \° PROPOSED \� PORCH � � gi \ 2nd STORY i4 \• Oo P o `'_ �• ;w LINE OF EXISTING i �gCPIFt� l'i'a� r`Yr'v�c� s c3ai`B i Ceaa'86" �.►1ffOL \ ADDITION ytU't �h`� I STORY 0 4i pfi 0\�,0 � � I u� FRAME HOUSE Of' fV- �j �`" 5URVEYOR S CERTIFICATION A -- 0 �"k� �' � �c 5 �- , III ' IL UT4.T;E i � Y / N DECK ,0 1! M., 00 �� F/J * O �Hz / \y O PROPOSED POOL `: I' z�o 00' `�� 3 Q O 14 x ' O� Of \° �, - � \\ w o 6 : �_OSW HOWARO W. YOUNG, N. .S. L.S. NO. 45593 pev _ �y LAVAD o q°2 ffa :L � 3Y f SURVEY FOR p SO 671EGORY O I GKER ON 4 g O� G a\\�gee \\ 9�,e\\«9 W DEBO AH D I GKER ON OO Dye Clfz` \ At Mattituck, Town of Southold =..g. S�O,�\\��5 G• \� Suffolk County, New York �o= Gounty Tax Map District 1000 Section 145 Block 02 Lot 21 $ SUILDIN& PERMIT SURVEY o NOTES MAP PREPARED JULY 5, 2006 AREA = 10,8-15 5Q. ET. BI a Q=Mow—T SET ■ =MomimENT FOUND Q. =STAKE 5ET -STAKE Fo— • VERTICAL DATUM = N.G.V. DATUM (M.S.L. 1429) SCALE: �E- JOB NO. 20C-CHIMNEY RO-ROOF OVER 5-STOOP CE-CELLAR ENTRANCE 02CIO 0 = DWG. 2006_0290_ z s I BUILDING PERMIT EXAMINER CHECKLIST *Date Submitted:V/I A9Y07*Date Reviewed:/ / Ui--- , Applican k I 'rkorscn Owner i tJEngineer: p—�..���� Estimated Cost: SCTM# 1000- -_ - I Subdivision: N d' Zone: Conforming? � Property Address: City: MKR_MTJ�Pre COs? _� Building Permits (Open/Expired): BP -Z/C/o z�,Info: BP -Z/C/o Z- ,Info: BP -Z/C/o Z- ,Info: BP - C/0 Z- ,Info: BP -Z/C/0 Z- ,Info: Single & Separate Search Required? Y olc�btermination: tv REQ. Lot Size: r— -. ACT.',ot Size: S4-� Q. Lot Cov. ACT. Lot o f f REQ. Fronts ACT. Front REQ Side ACT. Sid REQ. Ream_PROP. Rear REQ. Height ACT. Height Project Description: �(� Waterfr t - If yes,water Panel# Flood Zone: Bulkhead Tuff Distance: ADDITIONAL APPROVALS REOUIRED ,/ ,J, Suffolk County Healt r N- If yes, *Bed#: *Date: / / *Permit#2 -FIA�Town Septi�or T - If no, certificat on required: Y or N Received: Y or N By: NYS DEC: PRE-DEC 9/1/75 Y 01QDate: _/ /_ Permit#: or NJ Letter—Notes: Southold Trustees: Y of Date: / /— Permit#: or NJ Letter—Notes: Southold ZB 0- Y N- Date: / /� Permit#: Notes: F Southold Planning: Y N- / / Permit#: —Notes: Town Landmark C of A: Y TE: / / *NYS CODE Compliance (page 2): Y or N Notes Fee Structure: Calculation: l r i �,l Foundation: 4 6'' SF 1. `( �SF)- NSF)=,X6SF X $ /W,V =$ _ First Floor: /.2 qq SF +Initial Fee: $ Second Floor: t2 v o SF +Additional Fee $ Other: SF 2. ( SF)- LSF)= SF X $ =$ Total: SF +Initial Fee: $ aa�a +Additional Fee : $ YL j S �O 6 0 TOTAL: $ f NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Wind Speed: 120MPH Seismic Design Category:B Weathering: Severe Frost Depth: 36" Termite: M-H Decay: S-M Design Temp: 11 Ice Shield Underlay:YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS:Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS:Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE: YIN DEAD: Y/N SNOW: Y/N SEISMIC: Y/N WIND: Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALLS: Y/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) . o ADDITION ANO ALTERATION PROP05ED % R 771 Lj U TOWN Of 50UTHOLD 5Uf fOLK COUNTY, NEWYORK NOTES ABBREVIATIONS SYMBOLS LIST OF DRAWINGS GENERAL A/C -AIR CONDITIONER GA. -GAGE R. -RISER A-A TITLE SHEET 1 . CONTRACTOR SHALL VERIFY ALL JOB AND FIELD CONDITIONS, AFFECTING ALL WORK AND OBTAIN ALL DIMEN51ON5 TO INSURE THE ADJ. -ADJACENT GALV. -GALVANIZED REINF. -REINFORCE No. PROPER STRENGTH FIT AND LOCATION OF THE WORK. REPORT, IN WRITING, TO THE ARCHITECT AND ENGINEER ANY AND ALL AFT. -ABOVE FINISHED FLOOR GL. -GLA55 READ. -REQUIRED hEe DETAIL INDICATOR s a CONCRETE RIGID INSULATION CONDITIONS WHICH MAY INTERFERE WITH OR OTH EKWISE AFFECT, OR PREVENT, THE PROPER EXECUTION AND COMPLETION OF THE ALLOW. -ALLOWANCE GLZ. -GLAZING REV. -REVISION A-I BASEMENT * FOUNDATION PLAN t FIRST FLOOR PLAN WORK. IF THE CONTRACTOR FAILS TO FOLLOW THE ABOVE PROCEDURE, HE SHALL A55UME ALL RESPONSIBILITY FOR THE ALT. -ALTERNATE GYP. -GYPSUM R.M. -ROOM CONSEQUENCES OF HIS ACTIONS. APPROX. -APPROXIMATE GYP BD. -GYPSUM BOARD 2. ALL CONSTRUCTION SHALL COMPLY FULLY WITH THE APPLICABLE PROVISIONS OF THE NEW YORK STATE BUILDING CODE ARCH. -ARCHITECT jt NO SECTION MARK A-2 SECOND FLOOR PLAN * EAST SOUTH ELEVATIONS H LATEST EDITION * LOCAL BUILDING DEPARTMENT REQUIREMENTS H s T=111=1�� EARTH INSULATION 3. ALL REQUIREMENTS SPECIFIED IN THE CODE SHALL BE ADHERED TO AS IF THEY WERE CALLED FOR, OR SHOWN, ON THE DRAWINGS. M. -HEADER het7 S A 8 H -HOLLOW METAL A-3 NORTH * WEST ELEVATIONS TH15 SHALL NOT BE CONSTRUE[) TO MEAN THAT AMY REQUIREMENTS SET FORTH ON THE DRAWINGS MAY BE MODIFIED BECAUSE THEY SAN. -SANITARY ARE MORE STRINGENT THAN THE CODE REQUIREMENTS OR BECAUSE THEY ARE NOT SPECIFICALLY REQUIRED B BLDG. -BUILDING AIR CONDITIONING Y CODE. BAIT. -BATTEN HVAC. -HEATING, VENTILATING AND 5CHED. -SCHEDULE � s� 6 ELEVATION MARK 4. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND ARRANGE FOR ALL INSPECTIONS AS REQUIRED BY APPROPRIATE B.O.S. -BOTTOM OF STEEL 5D. -SMOKE DETECTOR C FINISH WOOD POROUS GRAVEL FILL BUILDING DEPARTMENTS, HEALTH DEPARTMENTS, E`TC. CERTIFICATE OF OCCUPANCY AND UNDERWRITERS CERTIFICATE SHALL BE 5F. -SQUARE FOOTF (FEET) A-4 SECTIONS OBTAINED BY CONTRACTOR AND DELIVERED TO OWNER PRIOR TO FINAL PAYMENT, ALONG WITH UNDATED FINAL SURVEY. I 5PKLR. -SPRINKLER 5. DO NOT SCALE THE DRAWINGS, ANY DI5CREPANICIE5 SHALL BE REPORTED, IN WRITING TO THE ARCHITECT FOR CLARIFICATION. C ID. -IDENTIFICATION 5Q. -SQUARE ® EXHAUST FAN G. GENERAL CONTRACTOR SHALL COORDINATE FOR EASE AND RAPIDITY OF CONSTRUCTION THE WORK OF ALL TRADES. ALL 5LOT5, CANT. -CANTILEVER INFO. -INFORMATION SQ IN. -SQUARE INCHI G-I GENERAL INFORMATION SLEEVES AND/OR OTHER OPENINGS TO BE COORDIINATED AND SET BEFORE POURING CONCRETE. CL. -CLOSET IN5UL. -INSULATION SPOT ELEVATION ROUGH WOOD STEEL 7. CONTRACTOR SHALL PROVIDE ALL THE NECESSARY SUPPORT, BRACING, SHORING, ETC., (TEMPORARY AND/OR PERMANENT) AS CLG. -CEILING INT. -INTERIORCLG. HT. -CEILING HEIGHT REQUIRED FOR THE SAFE INSTALLATION OF NEW CONSTRUCTION. CLG. -CLEAR T 8. PROVIDE ALL NECESSARY ENVIRONMENTAL PROTECTION INCLUDING HAY5ALE5 ETC. TO PROHIBIT INTRUSION IN PROTECTED AREAS C.O. -CLEAN OUT L Tt-G. -TONGUE AND (GROOVE O O MOTOR LAM. -LAMINATE T05. -TOP OF STEEL. 5D SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR 9. SUBMIT SAMPLES * CATALOG CUTS OF ALL MANJUFACTURED ITEMS * FINISH MATERIAL TO OWNER FOR APPROVAL PRIOR TO ORDERING COL. -CONCRETE LAV. -LAVATORY TOW. -TOP OF WALL 10. PROVIDE FIRE, SMOKE * CARBON MONOXIDE DETECTION 5Y5TEM AS PER LOCAL CODES * NYS BUILDING CODE, FIRE CODE t FIRE MARSHALL COORD. -COORDINATE LTG. -LIGHTING TYP. -TYPICAL 1 1 . ALL ELECTRICAL WORK SHALL CONFORM TO THIE NEC - LATEST EDITION AND UNDERWRITERS LABORATORY REQUIREMENTS. CPT. -CARPET TEL. -TELEPHONECT. -CERAMIC TILE PROVIDE UL CERTIFICATE TO OWNER M U -MAXIMUM LABORATORIES LION. -UNLESS OTHERWI5ENOTEDRIES WALL STYLES D MFR. -MAN CODE ANALYSIS FOUNDATIONS 1= CONCRETE DBL. -DOUBLE MISC. -MISCELLANEOUS 1 . REMOVE TOPSOIL AND OTHER SURFACE MATERIALS IN PREPARATION FOR PLACING CONCRETE SLAB. INTERIOR SLA65 ON GRADE SHALL DIA. -DIAMETER MOD. -MODIFY V BE PLACED ON COMPACTED POROUS FILL OR 5UITTA5LE ON-SITE MATERIAL. A G MIL THICK POLYETHYLENE VAPOR BARRIER SHEET SHALL DI5T. -DISTANCE MTL. -METAL VCT. -VINYL COMPO)51TION TILE OCCUPANCY: DN. -DOWN Residential R3 BE LAID UNDER SLAB. SLAB SHALL BE STEEL TROWELED. 5LAB5 SHALL BE REINFORCED WITH G X G 10/10 W.W.F UNLESS NOTED. PROPOSED LOADBEARING DW. -DISHWASHER N W PROPOSED STUD REFERENCE STANDARDS: 2. CONTRACTOR MAY BACK FILL, AGAINST FOUNDATION WALLS, ONLY AFTER SEVEN (7) DAYS OF CONCRETE CURE TIME U51NG PROPER DWG. -DRAWING WALUPAKTITION STUD WALL/PARTITION _. EXISTING STUD WALUPARTITION CONSTRUCTION METHODS, BRACING AND EQUIPMENT, TO AVOID DAMAGE TO THE WALLS AND AFTER FLOOR DECK 15 INSTALLED. NA. -NOT APPLICABLE W/ -WITH Residential Code of New York State NIC. -NOT IN CONTRACT W/O -WITHOUT Wood Frame Construction Manual AF t PA 3. ALL CONCRETE SHALL BE STONE CONCRETE AND SHALL DEVELOP A MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF 3000PS1. E NTS. -NOT TO SCALE WWF. -WELDED WIRE: FABRIC Climate Zone:: I 15 CONCRETE EXPOSED TO WEATHER SHALL BE AIR ENTRAINED, 4000 PSI. EA. -EACH Degree Days;: 5750 4. 501L BEARING VALUE A55UMIED AT I TON/SF. ALL FOUNDATIONS SHALL REST ON UNDISTURBED SOIL OF AT LEAST THAT BEARING CAPACITY. EP. -ELECTRICAL PANEL 0 DE51GN LOADS: CONTRACTOR SHALL HAVE THE LEVEL OF ACCEPTABLE BEARING VERIFIED IN THE FIELD. EQ. -EQUAL OC. -ON CENTER - - - - - Decks: 40 psf 5. ROD REINFORCEMENT SHALL BE INTERMEDIATE GRADE DEFORMED BARS, CONFORMING TO A5TM AG 15-GO; REINFORCEMENT SHALL EQUIP. -EQUIPMENT OPNG. -OPENING CMU WALUPAKTITION , . PROPOSED CONCRETE WALL L _ _ _ REMOVED WALUPARTITION Attics: 20 psf CONFORM TO A5TM A]85 AND A82. EXIST. -EXISTING EXT. -EXTERIOR OPP. -OPPOSITE Rooms other than Sleeping Rooms: 40 psf G. DETAILS AND GENERAL PROVISIONS, FOR CONCIRETE CONSTRUCTION, SHALL CONFORM TO THE REQUIREMENTS OF THE iATE5T ACI 51-eeping Rooms: 30 psf BUILDINGS CODE, ACI 3 15, ACI 301 AND MANUAL ACI 315. F PNL. -PANEL Stairs: 40 psf Handrails: 200# FAI. -FRESH AIR INLET(INTAKE)FD. -FLOOR DRAIN PREFAB. -PREFABRICATE Roof: 45 195f cyound snow load eed Wind Basic Wd 5 m CARPENTRY FF. -FINISH FLOOR PRELIM. -PRELIMINARY B Ip : 1 20 Ph 1 . ALL WALL BEARING BEAMS TO HAVE STANDARD ANGLES, ANCHORS AND BEARING PLATES, UNLESS OTHERWISE NOTED. FIN. -FINISH PRESS. -PRESSURE Uplift: 18. 1# 2. ALL STRUCTURAL FRAMING L.UMBER SHALL BE # I OR BETTER DOUG-FIR, OR HEM-FIR UNLESS OTHERWISE FLG. -FLOORING p PROP. -PROPERTY Dead Loads: 10 sf INDICATED, WITH 5PF UTILITY SHOES AND PLATE5, STUD GRADE FPF: ALL LINTELS SHALL BE DOUG-FIR WITH FB = 1000 P.S.I.. PLR. -FLOOR PT. -PAINT DEFLECTION LIMITS: 3. ALL ROOF PLYWOOD PANELS SHALL BE EXTERIOR CDX GRADE, WITH EXTERIOR GLUE, SHALL MEET THE REQUIREMENTS OF FLUOR. -FLUORESCENT FP. -FIRE PROTECTION Q Rafters with mo finished ceiling attached: L/ 180 THE LATEST EDITION OF THE U.S. PRODUCTS STANDARD P5-1 , AND SHALL BE IDENTIFIED WITH THE APPROPRIATE GRADE TRADEMARK IF -FIRE RATING QT. -QUARRY TILE Floors: L/3GO OF THE AMERICAN PLYWOOD ASSOCIATION. QTY. -QUANTITY 4. WOOD STRUCTURAL MEMBERS IN CONTACT WITH MASONRY, OR CONCRETE, SHALL BE PRESERVATIVE TREATED, WITH OIL-BORNE FTG. -FOOTING CHEMICALS OR CREOSOTE, TO DEFINITE RETENTIONS AND PENETRATIONS IN ACCORDANCE WITH THE AWPA STANDARDS C-I AND C-2. BEARING PLATES, AND MOISTURE BARRIER, SHALL BE PROVIDED BETWEEN WOOD MEMBERS AND WALL. 5. ALL LUMBER AND CONNECTIONS SHALL BE IN ACCORDANCE WITH THE NEW YORK STATE BUILDING CODE AND WITH THE NATIONAL ENERGY NOTES WINDOW NOTE SANITARY DIAGRAM SITE PLAN SCALE: 1 :30 DESIGN SPECIFICATIONS FOR STRESS GRADED LUMBER AND ITS FASTENINGS. LUMBER SHALL BE FURNISHED AND INSTALLED, COMPLETE WITH ALL FASTENINGS, ANCHORS, BLOCKING, BRIDGING, SADDLES, HANGERS, ETC. REQUIRED TO COMPLETE THE JOB. ALL STEEL BOLTS I . CALCULATIONS ARE VALID UP TO 5999 DEGREE DAYS. ALL NEW WINDOWS AND GLASS DOORS SHALL MEET THE CONNECTING WOOD MEMBERS SHALL BE SUPPLIED WITH AND TIGHTENED AGAINST STEEL WASHERS OR PLATES. J015T HANGERS AND REQUIREMENTS 4" VTR CONNECTORS, STEEL BRIDGING AND OTHER SPECIAL CONNECTIONS AND HARDWARE MUST BE INSTALLED IN ACCORDANCE WITH NEW 2. CERTIFIED CONFORMANCE FOR ZONE 1 115. ROOF YORK STATE BUILDING CODE REQUIREMENTS. WHIERE FASTENERS ARE NOT SPECIFICALLY INDICATED OR SPECIFIED THEY SHALL BE OF THE LARGE MISSILE TEST OF A57FM 199G AND OR A5TM 4"VTR 4'VTR FURNISHED IN ADEQUATE NUMBER AND SIZE. 3• WOOD FRAMED FLOOR5, WALLS AND CEILINGS SHALL E 188G. ROOF ROOF G. ALL CARPENTRY WORK SHALL BE PERFORMED I ACCORDANCE WITH GOOD TRADE PRACTICE, RECOMMENDATIONS OF HAVE AN APPROVED VAPOR BARRIER(PERMEANCE OR MANUFACTURERS' AND IN CONFORMANCE WITH THIE NEW YORK STATE BUILDING CODE, AND THESE SPECIFICATIONS: RATING OF 1 .0 PERM) INSTALLED ON THE "WARM IN THE CONTRACTOR SHALL PROVIDE PRE-CUT 1/2" PLYWOOD 2" 2" A. FASTEN SECURELY ALL PARTS OF CARPENTFRY WORK IN THEIR PROPER PLACE, BRACE, PLUMB AND LEVEL ALL MEMBERS AND WINTER" SIDE OF THERMAL INSULATION. PANELS TO COVER THE GLAZED OPENINGS � SHALL PRE DRILL EDGES AT 1 2" OC TO ACCEPT 2-1/2" 08 WOOD .7 WINDOWS AND SLIDING DOORS SHALL HAVE A MAX. AIR SCREWS AND PROVIDE ADEQUATE NUMBER iOF SCREWS I 1 2" 12 2 2 U. I I 1 � SECURE WITH SUFFICIENT NAILS SPIKES AND) BOLTS TO INSURE RIGIDITY. 4 1 12" B. NAIL LAPPED JOISTS OVER ANY BEARING TOGETHER WITH TWO I OD NAILS, SECURE BUTTED JOISTS WITH I INCH WIDE BY 18 INCH INFILTRATION RATING OF 0.3 CFM PER SQUARE FOOT FOR FASTENING. WASH I Jj 2 4" METAL STRAPS AND TWO 8D NAILS TO EACH JOIST. OF WINDOW AREA. SWINGING DOORS SHALL HAVE A I I PROPOSED C. PROVIDE 50LID SURFACES AT LEAST 1-1/-4 INCHES WIDE, IN BOTH DIRECTIONS, AT ALL CORNERS FOR SECURING MAX. AIR INFILTRATION RATE OF 0.5 CFM PER SQUARE SECOND FLOOR DRYWALL, ETC.. FORM SURFACES WITH FRAPVIING MEMBERS, OR WITH 2-INCH WOOD BLOCKING SECURED AT LEAST TWO 8D NAILS AT FOOT OF DOOR AREA. SAFETY GLASS REQU I KEM ENTS EACH END. 5. SKYLIGHT SHAFTS SHALL HAVE A MINIMUM INSULATION ) 12' 12' 3" 12" I 12" 3" 12" D. TAIL JOISTS, OVER 4 FEET LONG, AND HEADER JOISTS SHALL BE HUNG IN APPROVED METAL 5TIRRUP5, OR HANGERS, AND SPIKED VALUE OF R-19. SAFETY GLA55 REQUIRED AT THE FOLLOWINIG LOCATIONS: SECURELY UNLESS SUPPORTED ON A WALL OR GIRDER. G. GARAGES - FRONT, SIDES, DOORS, INTERIOR SHALL 41 3" 3" E. ALL STUDS SHALL BE PROVIDED AND SECURED TO SUPPORTING MEMBERS IN STRICT ACCORDANCE WITH NEW YORK STATE CODE HAVE MAX. U=.40 I . ANY GLAZING IN ANY DOOR TYPE AND AS NOTED HEREIN. (I) PLATES AND BLOCKING SAME WIDTH AS RELATED STUDS OR WIDER. 7• THE CONTRACTOR SHALL SUBMIT THE DESIGN, SIZE AND (2) FRAMING D SUIT WORK OF OTHER TRADES. TYPE OF MECHANICAL SYSTEMS WHICH WILL BE USED, IN 2• GLAZING IN ANY WALLS ENCLOSING A SHOWER, TUB, SUFFICIENT DETAIL, AS REQUIRED BY THE BUILDING SAUNA OR STEAM ROOM.` EXISTING KITCHEN I EXISTING PLUMBING 2" (3) PROVIDE SOLID BEARING FOR FULL WIDTH OF TRUSSES, RAFTERS, GIRDERS, ETC.. DEPARTMENT. 3. ANY WINDOWS WITHIN 24" OF A DOOR." PLUMBING *WASTE 411 ( WASTE RISER VERIFY IN F. ROOF SHEATHING, SHALL BE LAID WITH FAKE GRAIN AT RIGHT ANGLES TO SUPPORTS; LOCATE END JOINTS OVER SUPPORTS; 8. ALL THERMOSTATS SHALL BE ADJUSTABLE FROM 55 RISER VERIFY IN FIELD FIELD STAGGER JOINTS. DEGREES TO 85 DEGREES FARENHEIT. 4. ANY INDIVIDUAL PANE OF GLASS WITH ANI AREA GREATER ( F2" G. DOUBLE ALL JOISTS UNDER ALL PARALLEL (PARTITIONS, UNDER ALL BATHTUBS AND AT ALL OPENINGS. PROVIDE SIMPSON HANGER 11 THAN 9.0 5Q. IT. WHERE THE BOTTOM IS3 LE55 THAN 2 CONNECTIONS AT ALL FLUSH FRAMING 9• ALL DUCTS AND PIPES SHALL BE INSULATED AS REQUIRED 18" ABOVE THE ADJACENT FINISH FLOOR WITHIN 3G" OF 7. WHERE RAFTERS AND JOISTS FRAME, INTO OTHIER WOOD BEAMS, PROVIDE SIMPSON. I G GAGE GALVANIZED STEEL J015T AND HANGERS BY CODE. THE WINDOW. I ( EXISTING _ _ I FIRST FLOOR 8. PROVIDE FIRE STOPPING AS PER NEW YORK STATE BUILDING CODE REQUIREMENTS. 10. HVAC CONTRACTOR SHALL VERIFY HEAT LOSS 5. GLAZING IN WALLS OF SPAS, HOT TUBS OR INDOOR Jill9. INSULATION IN ALL ROOFS SHALL BE FIBERGLA-95 TYPE, AND THICKNESS AS SHOWN ON DRAWINGS. INSULATION CALCULATIONS. POOLS WITHIN 5'-0" OF THE WATER.' 2 311 SHALL BE PROVIDED AT ALL UNHEATED TO HEATED! SPACES. ALL INSULATION SHALL HAVE A FOIL VAPOR I I . ALL CELLAR AND/OR BASEMENT DOORS SHALL BE I 7 BARRIER SURFACE EXPOSED TO HEATED SURFACES. INSULATED. �a 10. BLIND FLASH ALL JUNCTIONS WHERE VERTICAL MEETS HORIZONTAL (ROOF, WINDOWS, DOORS, ETC.) 5KYUGHT5 TO BE 12. THE ARCHITECT CERTIFIES THAT TO THE BEST OF HIS ' I C.O. FA1 DOUBLE INSULATED, SELF FLASHING WITH CURB. !ALIGN WITH ROOF RAFTERS. / I BLDG.DEPT. 1 1 . ALL MATERIAL SHALL BE INSTALLED AS PER MAWUFACTURER'5 RECOMMENDATIONS AND SPECIFICATIONS. KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT 4 - - TO"'I' QF SDUTHDLD THAT THE PLANS ARE IN COMPLIANCE WITH THE ENERGY TO EXISTING 12. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE AISC "SPECIFICATIONS FOR DESIGN, FABRICATION CONSERVATION CONSTRUCTION CODE OF NEW YORK SANITARY AND ERECTION OF STRUCTURAL STEEL FOR BUILDFNG5". STEEL SHALL CONFORM TO A5TM A-572 (GRADE 50) AND A-501 . STATE. (JULY 3, 2002) EXISTING SYSTEM HOUSE TRAP PROPOSED ADDITION AND ALTERATION DRAWINGS MODIFIED: DECEMBER30, 2009 DRAWINGS MODIFIED: NOVEMBER 22, 20OG . j �- , ' w DRAWING PREPARED NOVEMBER 21, 2006 Youn & Young r DICKERSON RESIDENCE 400 Ostrander Avenue, Riverhead, New York 11901 CN �C',4 SCALE: NONE 631-727-2303 � ".`'' `Fr ?, JOB NO.: 2005_0429 Howard W. Young, Land Surveyor AT MATTITUCK, TOWN OF SOUTHOLD DWG.: ...\Contract Drawincgs\A-A.dwg Thomas C. Wolpert, Professional Engineer SUFFOLK COUNTY, NEW YORK Robert C. Tast, Architect Ronald E. Pfuhl, Landscape Architect t Douglas E. Adams, Professional Engineer TITLE SHEET II I I i I 5 2'-9" 1 2'-10" 2'-12" 1 8 G 12 1,-g„ 1 2'-4-L" g-g„ A A-3 3'-02° 4,-3„ 3 3 1 O„ 8" A 2 1„ i LINE OF DECK ABOVE /\ 14-0 ' A-3 NOTE: GRADE VARIES NEW 4X4 POST ON 12 DIIAM. P.C.- / \�--- ------_ ------ if , SKIRTING AS PER OWNER V.I.F. HEIGHT TO GRADE FROM FOOTINGS TO BE MIN. 30 BELOW GRADE. _, NEW REAR WOOD DECK TYP, OF ALL LOCATIONS / // 2) 2X8 $ - 2 2X8- \\ S NOTE: VENTILATION 1-0 COMPLY WITH :SECTION R408. I // �� / 6'-92" Lj 6'-92" r\ ��.! PROPOSED WALL O ALIGN WTH ACQ DECKING OF THE RCNYS. THE MIN. NET AREA O)F VENTILATION / `� //�� o - `JJc, \ EXISTING WALL C NSTRUCTI N -, E�/ REAR HOOD DECK _ �' OPENINGS SHALL NOT BE LESS THAN II Q. FT. FOR / `2�/ X �� \ 2 I I SQ. FT. EACH 150 SQ. IT. OF UNDER FLOOR SPACE AREA. < N o PROPOSED WALL ONSTRUC ION: ONE SUCH VENTILATING OPENING SHALL BE WITHIN \ / \ SIDING AS PER OWNER ' 3-0 OF EACH CORNER OF SAID BUILDING. Y 52-9 1 %2" CDX SHEATHINGOR EQUALi TYVEC VAPOR B RIER ORE UAL z 1 4'-1 Ol" - 6'-1 J_: "e-CU 12'-41 2X4 STUD WALLS I G" O.C. IV NEW 3-0 HIGH HANDRAIL AND /8 ANCHOR BOLTS @ 36' b.C. I -- 0 _ %2" SHEETROCKBT GLA5 IN CKEION D FINISH � ' FWG5(2) WITH SCREE S NOTE: EXIST. P.C. GUARD AS SELECTED TI OWNS p = o p ,. (2) 2 12 HDR. STEPS TO BE REMOVED TO COMPLY WITH SECTIONS R3 14, 5 " i--- -_- - U 4X4 P ST BOTH SID S R315, R3 1 G OF THE RCNYS 12" MAX. FROM )ANY END 71 MIN. I / q... \ N 2x8 LEDGER BOLTED TO SHEETROCK TO E PRIMED * FAINTED. COLOR AS PER 0 NER. p EMBEDMENT INTiO P.C. I I / \ DWELLING TO SUPPORT DJ z = r - -- - - - - - - - - -- �_ /� - - - -- - �\ - - _-- -- _ - - -- = TW 032 TW2 32 - _. ----- \LL r1Q _ _ I STEP FOOTING. MAX. I VERT/2 c'6,� W7 5?II7' 1 r t I NEW 8" P.C. FOUNDATION 7 I HORZ. - MAINTAIN FOOTING L v WALL W/ I G" X 8" P.C. T' I I BOTTOM ON UNDISTURBED SOIL 22 Q � m o o _ OF SUITABLE BEARING CAPACITY. - I' _ � �� � ��_ ,_ �� z NOTE: REPLACE ALL EXISTING i, FOOTING WATER DAMP I 4 G 2 4 3-0 - 2 4 16 TJI 5GO @ I G O.C. �- o I WINDOWS WITH NEW 1� . I x - PROOFING AS PER SECTION I 1 - U ENT O CF KITCHEN ANDERSEN DOUBLE HUNG �p `� R40G OF THE RCNYS O I I IN. PErtlR REPLACE EXISTING WALL WITH GRILLES AS PER OWNER N _ U I "s I ECTI N R3 3.3 m Z UO m CONSTRUCTION AS NECESSARY NEW BASEMENT N I I EXISTING STEPS TO REMAIN FTH RC S. 4 �t1 IIZ�Co I �fl UI TO NEW FOUNDATION BELOW 1 I'98 SQ. FT. 1 O_ 1 4 041-01 2 0 i 3- 4 2 - 14 3 _ 4 O EXISTING BILCO DOOR - EXISTING CRAWL SPACE ,y. 1 0 4 5 0 2 8 0 CLG. HT. 2 STEPS TO REMAIN 1 L •- - - - - - -• ---- - - I - 1 —�° 4" PL\j .C. SLAB W/ GXG WWM OVER PROVIDE 5.D./C.O. I I �r ' I,` G MIL. POLYETHYLENE VAPOR 51!CTI DETECTOR PER PET DOOR AS B „ f SECTION R317 �7F�HE 1 '�A I O - A-3 1 — — —`— - .M D BARRIER ON 4 GRAVEL BED * B °� p `t OWNEREDPROVIDE z O RCNYS. r - •. I I A-3 �n p PLATFORM OR RAMP 1 I T— — — —— COMPACTED FILL WELL TAMPED E 3 Y2 DIAM. N Ln NEW 8 P.C. FOUNDATION }I I AS DIRECTED 1 .fW I „ I I IN ERS. THRU-OUT NEW CO UMN N W(2) 2X8 HD N WALL 16 X8 P.C. T - --- - -�J L - - - - -- - -- - _ _ _ _ _ _ _ _ BUILT-IN —I�x 16 LVL(FLU H) • I L I �' BASE AREA `� - - � � FOOTING - I 1�EW(3) 2X8 DW(3) 2X8 DR. I . I PROVIDE 3/4 H ---- - -- -- - - - - - - - - - - - - - -- -- - - FIRE RATED SELF CLOSING DOOR BUILT-IN J - 1 p I U 1 1 3Yz'" N TO F FOUNDATION > COMPUTER 1 •�° I 1 �� 4' G" 0'-��� I I " � R .4'=a"� Ya�� f_...` �` � I � PROPOSED ONE CAR I I DOWN TO FOUNDATION � BATH 1 �0 V8' DIAM. X 12" LONG STEEL PINS @ 1 1 I NEW 3%2" DIAM. I I N 12"O.C. VERTICALLY EPDXY MIN. 0" I �'� EXISTING WINDOWS TO BE - 1 I NOTE: SILL PLATES OR I I COLUMN ON 12"X24"X24'I NEW 3-0 WIDE _ _ _ _1 - ATTACHED GARAGE REMOVED. WALL TO BE I I ,x _ AREA (r INTO EXIST. FOUNDATION WALL. TYP. BOTTOM PLATES SHALL HAVE I P.C. FOOTING I I I OPENING 1 I I a? �? 2 REPAIRED AS NECESSARY. I I N 79 SQ. F T. 1 -- - 84 SQ. FT. I I EXIST. STAIRS AND �O � I '0.p FULL BEARINIG ON THE I u m m I 1 U z � — — 1 m m 4" � I3" x I G" LVL LUSH) HANDRAIL TO REMAIN / � . 8'-0" CLG. HT. 1 I FOUNDATION SYSTEM. I I I I I p — 1 - - 1 2-G 4 — 4 — _ 4" {-� 5' 0" f�" 8' 3" [ 4" N = 1 I _ _ "o o I 2 2'-0" '_A._ ,, �.- _ O O I I 1- f- ' -I EXIST. STAIRS AND N 1 m O - / c r _ 1 I I I I ct) NEW 372 DIAM. = HANDRAIL TO REMAIN r I G"TJI 560 @ I G" O.0 _ - � I I - I PROVIDE I HR. FIRE RATED 5/8'_ `r 1 a x _ 1 COLUMN ON � REPAIR AS REQUIRED N x( TYPE 'X' GYP. BD. ON WALLS �? — — ',,— — — — — — — r \� 1 I N I I I I I N - - � - - - - -- -11 DUCT I \ L- . a� �r I 12 X24 X24 P.C. N -� N I FOOTING - CLGS. AS PER THE RCNYS. \ } i NEW U N EXICAVATED i ° a 1 — I I w I 3Y2'X3Yz" PARALLAM I ' (2)1!4" x 16"V (�WSHZ - - SHAFT - CL c� � z DOWN TO P UNDATION AREA t�EW( 4 3) 2X8 HDIF NEW(3) 2X8 DR. I 1 EXISTING (2)2 x 8 HDR. EXISTING (2)2 x 8 HDR. p I _`_ _ - = - -I - 1 I I -a N SOLID BRIDGING UNDER WALL ABOVE PREFAt� + _ O - (2) I x I0 LVL O FIREPLACE WITH PROM /C.O. ® ' y" -' 8I" 1 121 8"I 5-6 L -J 5-10 1 I 6-8 -8 �p 6-8 G-8 I N 4 DETECTOR S PER SECTION x U I R PAz LAM i i I I ) CNv 1 00 I - - - - - - - - UL APPROVED r-� R317 OF 411E RCNYS. J L RAISE EXIS ING „ I " x - U 21 r - l NEW STAIRS, HA RAIi,, // CHIMNEY,45 4 P.C. SLAB ON COMPACTED 1 I NEW BASEMENT I I 1 3/2 O COLUMN N 1 1 \ / 1 O FLUE (2)''14" x 16" LVLI(FLUSH) N \ — 1 ° 1 I 1 �, EXISTING BASEMENT — --' _ — \� i \,�� REQUIRED A GUARD TO UMPLY� FILL W/POLYV/APOR BARRIER I EXISTING CRAWL SPACE I 1= �-� � I 1 \ _� h, /"F. I 6X6 WWM I I I I I _ I - EXISTING DOOR TO~BE REM VED. DOUBLE FRAMIN W SECTION R3 14, P VIDE 2X2 w I I \ U - / I AROUND STAIR R 115, I R3 16. I U l" PATCH WALL, FL0�9R AS REQUIRED. OPENING.TECO LL - EXTENSIONS TO j 1 i I �j 1 0l I q p U 1 1 \ / +� ' 16"TJI 560 @ 12 O.C. CONNECTIONS. I° I I EXISTING 51fUD O _z I 1 O I �1 I cx `q I I O I 1 \\ // I �° \ ( � I I INSULATE�4/ITH R-2 I 1 1 lD NI I — J N �9 I 4) I 12'-G" -� 4" T — INSULATIONO �rj I - FLUSH DOOR AT GRADE I x _ I _ 1 3-O �3-0 4 I I 13_Z 411 AREA OF DEPU-95ED I 1 N v1 I @� = in I I \ / I U I I 4T@9" = i L- CONCRETE - - -- - - - J I ADJUST FOUNDATION AS wI I x I o I FLUSH TO ($RAPE AT DOOR 1 — GREAT ROOM I I �— _ ENTRY i I I SITTING AREA I REQUIRED TO zl (p V5" DIAM. X 1 2" LONG STEEL PINS @ m I N GARA E DOOR STYLE\�5 SELECTED BY OWNER 1 � , - - I 1 9 12"O.C. VERTICALLY EPDXY MIN. 0" EXIST. FOUNDATION 1 376 SQ. FT. I 90 SQ. T. _ ACCOMMODATE FIREPLACE 1 I- 1 (3) 1 3/4"X 9 112" ML I I I `� ti ' •.. .. --- ---- 1 m INTO EXIST. FOUNDATION WALL. TYP. FOOTING TO REMAIN = 8'-0" CLG. HT. I I I \ p �- I I 8'-0"_CLG. IHT. 1 SELECTED BY OWNER I L_ � •. (- -- - - - -- ----- -- - -� - - -- -- - - - - 1 _ POST BOTH SIDES I I - - - IJ ' 8' 0"X7' 0" OH DR \ I --------- ---- - _- - - -- _- - - - - = 18" -- __ �� � �� L ---- -� ..-.. L � � -- -- - _, . POT APRON PIIDTCHY" � ` ,., O 'I° CO _ 777 - _ 2-3 8-4 IM.O. 2-3 \ ._- - / 2x8 LEDGER BOLTED TO O �' N O _ B N 4 ��^ �. ° I ACQ DECKING 2x8 LEDGER BOLTED T 1 \ _ / I DWELLING TO SUPPORT DJ -� U PER FT. MIN. G" ---- �� I Lj �j DWELLING TO SUPPORTCJ R 1 O A-3 o O It TW384G -; oC 1 2-I10 4-32' 2-0 3- 3-0 2-0 I 25-7 SIMP50N PRE-ENGINES E I U O O NEW FRONT COVERED P'O CH I U U U SHEAR WALLS EACH SIX NOTE: I tt U 1 3 1 SQ. FT. 52'-9" I BE MIN. 30" BELOW GRADE. TYP. OF ALL N O.H. DOOR A EXISTING BRICK N - xC\j - 22'-0" o NEW 3-0 IGH PROVIDE--,-' (2) 2X8 (2) 2X8 (2) 2X8 A-3 STOO TO BE I 1 GUARD AS NOTE: ELECTRICAL REMO ED I (2) 2X (2) 2X8 - (2) 2X8 U I SELECTED Y - I OWNER RECTANGULAR A r----------1-- ---------------J SERVICE/PANEL TO BE NEW 3CG8 ENTRYDOOR WITH SIDEL TES Z AREAWAYS A_3 L UPGRADED * RELOCATE TO BE SELECTED BY OWNER NOTE: LINE OF DEC ABOVE TO CODE AS NECESSARY' DECORATIVE LOAD BEARING POST N LINE OF ROOF ABOVE ALL HDRS TO BE (2) 2X 12 0'-8" 7'-0" 7'-0" TO BE SELECTS BY OWNER. 6'- 7'-0" 7'-01, LIP UNLESS OTHERWISE NOTED TYP. OF ALL. (Q�I1 2'-5" 8'-0" 2'-5" 5'-0" 5'-0" 7'- G" 1 7'-! 1" BASEMENT FOUNDATION PLAN SCALE : 1/4" = 1 '-0" 1 2'-10" 4'-4" 10'-0" 25'-72" 5 2'-9" FIRST FLOOR PLAN B SCALE : 1/4" = 1 '-01 1 A-3 PROPOSED ADDITION AND ALTERATION DRAWINGS MODIFIED: DECEMBER30, 2009 DRAWINGS MODIFIED: NOVEMBER 22, 2000 Young �c Young �X w`. D I C KE RS O N RES 1 D E N C E DRAWING PREPARED NOVEMBER 21, 2006 400 Ostrander Avenue, Riverhead, New York 11901 � aF r,� y�\v 631-727-2303 `� C'` f+ARC SCALE: 1/4" = I'-0" '� CFf� JOB NO.: 2005_0429 Howard W. Young, Land Surveyor � AT MATTITUCK, TOWN OF SOUTHOLD Thomas C. Wolpert, Professional Engineer / J �'" '" I DWG.: \Contract Drawmgs�A-I.dwg n k SUFFOLK COUNTY, NEW YORK Robert C. Tast, Architect F Ronald E. Pfuhl, Landscape Architect i Douglas E. Adams, Professional Engineer1 BASEMENT � FOUNDATION PLAN � FIRST FLOOR PLAN II I I I I CONTINUOUS RIDGE VENT C? z CONTINUOUS RIDGE VENT ARCHITECTURAL SHINGLES --- ------ OVER 30# FELT - PROVIDE ICE It WATER SHIELD AT PERIMETER* VALLEYS 'lop, lop, VALLEY FLASHING TYP. ---------- r-------7 FM GUTTER LEADERS T FLASHING AS REQUIRED _j SECOND FLOOR SECOND FLOOR SIDING STYLE * C0LOR AS SELECTED BY OWNER E4W DECORATIVE LOAD 3 4iO( 5 W)�3'1 DE I TEE VV; BEARING POST TO BE SELECTED BY OWNER. TYP. 11 Of ALL. 521-9 0* GARAGE DOOR STYLE 8'-0" X 7-0" CH DR. AS SELECTED BY RAILING * DECKING TO BE 12'-10" 241-011 e 15'-1 1 OWNER SELECTED BY OWNER. TYP. PROPOSED WALL CONSTRUCTION 10'-12" G'-I I J2, 2 2 71-111 V f I R5T f LOOR SIDING AS PER OWNER 2 2 Y2" CDX SHEATHING OR UAL GARAGE SLAB GRADE TYVEC VAPOR BARRIER OR EQUAL A NOTE: STEP FOOTING. MAX. I VEKT/2 ENTRY DOOR STYLE 2X4 STUD WALLS ,@ I GII D.C. ALL HDR5 TO BE (2) 2X 12 R-2 I FACED FIBERGLASS INSULATION A-3 HORZ. - MAINTAIN FOOTING NEW P.C. FOUNDATION TO BE SELECTED BY Y2" 5HEETROCK, TAPED, * 5PACKLED FINISH UNLESS OTHERWISE NOTED BOTTOM ON UNDISTURBED 501L — — — — — — — — — — — — — — — — — I L j I I OWNER 5HEETROCK TO BE PRIMED It PAINTED). PROVIDE f LASHING Of SUITABLE BEAR[ING CAPACITY. — — — — — — — — — — — — — — — PROVIDE I I COLOR AS PEP, OWNER. AS REQUIRED RECTANGULAR I— — — — —TV2-FU5_2- — — — — — — — - AREAWAYS F —I— TW21 2 — — — — —-- - — — — — — — — — NEW P.C. EXISTING P.C. FOUNDATION 91 NOTE: PROVIDE GALV. FOUNDATION D 101-111 411 FRAMING CONNECTIONS AT 'V\ � i LAYOVER ROOFING PAD TO BASEMENT SLAB 15ATH RAFTERS TYP. Of ALL LAUNDRY LOCATIONS. — — — — — — J cli — —— — —— - 8'-O' CLG. HT. -0" CLG. HT. = = z- - - - - -- - - - -- - - - - - - - - - - - - - - - - - - - - - PROVIDE STEPPED VENT VENT 50 Cf M MI 4. AS FLASHING AS REQUIRED F lo DRYER TO PER SECTION R303.3 OF THE RCNY5. EAST ELEVATION EXTERIOR 0Z LU NEW PLUMBING FIXTURES AS AS PER Ir__ co SELECTED BY OWNER +I CNY5. 0 SCALE 1/4" 1 '-0" 0 C\1 cm, 0 z 2X 12 ZR @ I G" O.C., CONTINUOUS RIDGE VENT -1 - C\j LINE OF SPLAY ABOVE ATTIC ACC_=55 2X 12 RR @ I GII O.C.-I A-3 BOVE - I ILL DOU5Uff FRAMING N I+1 PROVIDE 5.D./C.O. A 1-411 DOWN 5T/ IRS 2X4 COLLAR TIES AROUND PULL DOWN DETECTOR AS PER 2x 10 ��j @ I G", O.C." L @ 32" STAIRS TECO ALL — — — — — —-- - — — — — — — — — SECTION R317 Of __N O.C. CONNECTIONS THE RCNY5. 8'-0"WA_L HT. ARCHITECTURAL SHINGLES 0 411 4 0 7-8'� 31-711 41' = - tl;i� 2 G U BEDROOM 3 ---& .10 AA 919Z OVER 30# FELT - PROVIDE ICE x - LINE Of PLAY ABOVE 5(n D_ 10 12 WATER SHIELD AT N LU 100 0 51-011 CLG, HT. V C) PROVIDE S.D./G.O. 710 PERIMETER VALLEYS CL CIL 0 CL CL 0 -- q q I FLI DETECTOR AS PER 5ECTIO 4X4 POST C\I 0 0 2X 12 RIDGE R317 Of THE RCNYS. 6j, ><I -"-'P --NEW STAIRS, HANDRAIL, AND U (n GUARD F oz Cj 41 .4- 10 COMPLY WITH 0 0 0 - 7 SECTION R314, R315, � R3 I G - U (Y - — — — — — — —— — — — — x Of THE RCNY5. PROVIDE N 0 11-0 ILLUMINATION *THREE WAY 12 C) @) 01 SWITCH AS PER x x H 7 1/2F- 0Z/ 0 V 3,V2" > 3 Y2" PARALLAM SECTION Cq IV J 1 -1 R303.4. V V It U V 1 3/4"),' 1 1 7/8" ML LVL RIDGE 4E 1 3/4" X 1 1 7/8" M L LVL RIDGE [\j X I C — - N x rpbN7i-1)E7T7/­7*7 DUCT SHAFT X kNE Of SPLAY ABOVE N V DETECTOR��5 PER 3 Y2" X 3 X2" PARAL LAM T�+G TW30, G 2L--G—' 4" (nj 411 F_ — — — — — — F_olu SECTION R1 17 Of THE 4" 13EDROOM 2 0 J1z .01 Uj .0 ;:=5 0 LU RCNY5. X x U 7'-G" WALL HT. CL = 1-1 11 0 253 SQ. FT. I C�i 71/> 0 -1 — X CHIMNEY TO BE 2'-0" HIGHER _T E�- N I I —LLLJII NX EZ 9'-G" CLG. HT. THAN ANY COMBUSTIBLE SIDING AS SELECTED 0 ')N x x J 0 �3)2X 10 TRIMMER H[A_ MATERIAL WITHIN 10'-0", BUT BY OWNER x 2X8 RR� 2X8 RR x 31-9-L' SHALL NOT BE LF55 THAN 2 2 7_@I G11 O.C. \@ I Gil 0. 14 11�11 SECOND FLOOR C. U 24G8 ASTER 3'-0" ABOVE THE HIGHEST 4 1/2 ) 0 INE f BEDROOM I Co- POINT WHERE THE CHIMNEY C? X BATH �'D —- Z715_3 — - U GUTTER It LEADERS 6 N 1/ 0 1�1/" PASSES THRU THE ROOF AS 29 59 SQ. FT. - 11 1 HDR \ PER SECTION P\100 11 G Of FT. N7 Al N 8Y-01/ .\HT. THE RCNY5. PROVIDE II I = TXG Rp,\LU 2X(; RR CL (, ) CL FLASHING AS PEQUIIRED. I IDIG" O.C. 01 '\@I G" O. DECORATIVE LOAD 0 CO 0 0 Ln z x U-1 BEARING POST TO 13E IL 5' Q Ez C) C\j L— — — — — — — — — — — — — — — Ana C \ ® SELECTED BY OWNER. TYP. Of ALL. — —— — — — — — — — — — — — — - -- x T� 2( 0 LT I �4 SEAT - — — — — — — — — — — — — — — — -L I Ali BUILT RAILING f- DECKING TO BE TW304G SELECTED BY OWNER. TYP. V 030 INDOW5 TO HAVE TEMPERED GLA55 FIRST FLOOR TW354G VENT 50 CfM MIN. AS B NOTE: un-, n NOTE: FINISH FLOOR AS U_ 'U PEP,SECTION R303.3 GARAGE SLAB ICE SHIELD TO BE AT LEAST TWO LAYERS Of 0' Of THE RCNY5. A-G PEP,OWNER ON 3/4"SUB UNDERLAYMENT CEMENTED TOGETHER OR Of A oC n PROVIDE FLASHING GRADE SELF ADHERING POLYMER MODIFIED BITUMEN FLOOR ,Y2" GYP. DD. WALL$ LINE Of 00f ABOVE AS REQUIRED * CLG. IN ALL AREAS SHEET EXTENDING FROM THE EAVES EDGE TO A FA,I I/ r _01 NEW P.C. FOUNDATION 7-� POINT AT LEAST 24" INSIDE THE EXTERIOR WALL 51- 11 51-011 21 L__j L�—J=fG-:�IY:= 2 0* Lt B.O. FOUNDATION LINE Of THE BUILDING. *V .4 L J L J 12'-10" 41-3" 101-011 25'-7'j- 2 0J* 7 V NOTE: GRADE VARIES 521-911 V.I.F. HEIGHT TO GRADE FROM NOTE: GRADE VARIES NEW REAP,WOOD DECK V.I.F. HEIGHT TO GRADE FROM NEW P.C. FOUNDATION NEW FRONT COVERED PORCH A — — — — — —— — — — — — — — — — — —— — — —— ——— — — — SECOND FLOOR PLAN A-3 — — — — — — — — — — — — — — — — — — — — — — — ——— — — — -- -- -- -- -- -- -- -- ---- ---- -- -- -- — SCALE : 1/411 = 1 1-011 50UTH ELEVATION SCALE 114" 1 '-0" PROPOSED ADDITION AND ALTERATION DRAWINGS MODIFIED: DECEMBER30, 2009 DRAWINGS MODIFIED: NOVEMBER 22, 2000 Young & Young of rict"V DRAWING PREPARED NOVEMBER 21, 2000 400 Ostrander Avenue, Riverhead, New York 11901 C fA DICKERSON RESIDENCE SCALE: 1/411 = 1 1-01, 631-727-2303 JOB NO.: 2005 0429 AT MATTITUCK, TOWN Of 50UTHOLD ...\CorFtract Drawincj5\A-2.cIwrj DWG.: Howard W. Young, 1,and Surveyor a env 5Uf fOLK COUNTY, NEW YORK Thomas C. Wolpert, Professional Engineer Robert C. Tast, Architect Ronald E. Pfuhl, Landscape Architect Douglas E. Adams, Professional Engineer SECOND FLOOR PLAN EAST SOUTH ELEVATIONS J EH 15H W I- T_- : ()j 1 1 TE)OU'E3 .j G" 0 2'-L" 2 G' -0" C rVINT 50 5ECT_of THE K 3 4 l CONTINUOUS RIDGE VENT O z Z PROVIDE FLASHING ARCHITECTURAL SHINGLES N CONTINUOUS RIDGE VENT N OVER 30# FELT - PROVIDE ICE WATER SHIELD AT PERIMETER$ VALLEYS CONTINUOUS RIDGE VENT ARCHITECTURAL SHINGLE OVER 30# FELT - PROVIDE ICE � WATER 5 H I E LD AT PERIMETER$ VALLEYS VALLEY FLASHING TYP. - - -- - — - —._._. _ _._. ___ GUTTER LEADERS GUTTER LEADERS _..__ —______-______________.__....._.._____ _ . _. PROVIDE FLASHING W' 13 W I 3 SIDING STYLE $ COLOR AS SELECTED BY OWNER - PROVIDE FLASHING - - - SECOND FLOOR — 1 — — — — — — — — — — — _ SECOND FLOOR00 4 112 51DING STYLE * COLOR AS SELECTED BY OWNER DECORATIVE LOAD ® ® t _ I " Ll BEARING PO5T TO BE ® FM FW SELECTED BY OWNER. TYP. 2 G I WG G8 G I 15 2 OF ALL. LLU 1= . I L it I LM RAILING * DECKING TO BE- DOG DOOR AS SELECTED BY OWNER. TYP. SELECTED BY OWNER FIRST FLOOR FIRST FLOOR — — 11 r NEW P.C. FOUNDATION - - - - - - - - - - - - -I LJ I I I I I L J J I I r = = = = LJ L - - - L� - - - - - - - - - - - - � I I I I I 7 I L J L J I I I I I NOTE: GRADE VARIES I I I NOTE: GRADE VARIES I I EXISTING P.C. FOUNDATION I I I I I L — — — — I EXISTING P.C. FOUNDATION I NEW P.C. FOUNDATION V.I.F. HEIGHT TO GRADE FROM V.I.F. HEIGHT TO GRADE FF;OM I I I I I NEW REAR WOOD DECK NEW FRONT COVERED PORCH I I I I I I I I I BASEMENT SLAB - -- - - - -- - - --- - --- ---- - - - --- - - - - -- - - - - - - --� - - L'- =- - - - - - - - - - - - - - L=- - - - - - - - - - - - - - - - - - - -� - - - NORTH ELEVATION WEST ELEVATION SCALE : 114" = I '-0" SCALE : 114" = I '-0" PROPOSED ADDITION AND ALTERATION DRAWINGS MODIFIED: DECEMBER30, 2009 DRAWINGS MODIFIED: NOVEMBER 22, 2000 Young & Young �a `<�C F PI'EC1.1, D I C KE RS O N RESIDENCE DRAWING PREPARED NOVEMBER 2 1, 2000 400 Ostrander Avenue, Riverhead, New York P 1901 "";�' """ �G w SCALE: 1/41' = 1'-0" 631-727-2303 JOB Howard iV Young, Land Surveyor , 1 AT MATTITUCK, TOWN Of 5OUTHOLD .: 2005 0429 _ .� DWG.: ...\Contract Drawings\P.-3 Thomas C. Wolpert, Professional Engineer ^, ?T� r�, ;. SUFFOLK COUNTY, NEW PORK Robert C. Tast, Architect Ronald E. Pfuhl,dams, Landscape Architect NORTH WE5T ELEVATIONS Douglas E. Adams, Professional Engineer T'(P I GAL ROOF CONSTRUCTION 0 FLAT GEILING TYPICAL ROOF CONSTRUCTION! 0 FLAT GEILING CONTINUOUS RIDGE VENT FIBERGLASS ROOFING SHINGLES OVER NOTE: FIBERGLASS ROOFING SHINGLES OVER 30# BUILD. FELT OVER 1/2" PLYWD. DECK ICE SHIELD TO BE AT LEAST TWO LAYERS OF 30# BUILD. FELT OVER 1/2" PLYWD. DECK RIDGE STRAPPING @ I G" O.C. -EXTERIOR GRADE SHEATHING UNDERLAYMENT CEMENTED TOGETHER EN Of A SELF ADHERING POLYMER MODIFIED BITTUUME OVER 2"xIO" ROOF RAFTERS ® 16- O.G. OVER 2"xIO" ROOF RAFTERS 0 16" O.G. CONTINUOUS RIDGE VENT PROVIDE HURRICANE STRAPS 0 EACH 1 3/4" X 1 1 7/g ML LVL RIDGE PROVIDE HURRICANE STRAPS 0 EACH SHEET EXTENDING fKOM THE EAVES EDGE TO A SIDE OF EACH RAFTER (TYP) RIDGE STRAPPING @ I G" O.C. POINT AT LEAST 24" IN51DE THE EXTERIOR WALL SIDE OF EAGf-I RAFTER (TYP.) 2x4 COLLAR TIES AT 32" O.C. LINE OF THE BUILDING. T.O. RIDGE T.O. RIDGE 1 3/4" X 1 1 �/,5" ML�` VL-RIDGE TYPICAL GEILING GONSTRUGTIION `' /TYPICAL GEILING CONSTRUCTION GEILING JOISTS 16" O.G. WITH %` 1 2 GEILING JOISTS 16" O.G. WITH ;,'j�' 1 2 I & 1/4" R30 FIBERGLASS INSULATION I 0 = 8 I/4" R30 FIBERGLASS INSULATION l I 0 VALLEY FLA5111NG I - WITH VAPOR BARRIER AND I/2" GYP. BD. ___ __ -- WITH VAPOR BARRIER AND 112" GYP. BOARD -' AT PROVIDE VENTILATION , GUTTER T.O. PLATES /' LEADERS T.O. PLATES — TYPICAL WALL CONSTRUCTION TYPICAL WALL_ GONSTRUGTIOhV I' �/ _ SIDING A5 SELECTED BY OWNER i - � %2" GYP. BD. SIDING AS SELECTED BY OWNIER SUPER TUFF R-3.6 RIGID INSULATION { SUPER TUFF R-3.6 RIGID INSULATION / / " !. TYVEK INFILTRATION BARRIER I/2 GDX i ,' TYVEK INFILTRATION BARRIEIR 1/2" COX / / PLYWD. SHEATHING 2 x6 STUDS 0 16 O.G. PLYWD. SHEATHING 2"x4" STUDS 0 16" O.G. 0 R-21 KRAFT FACED FIBERGL^55 B E D RO O M I C L. HALL LAUNDRY o NSULATIONT FACED FIBERGLASS � BEDROOM #2 � / / INSULATION / - WITH VAPOR BARRIER WITH VAPOR BARRIER TYPICAL SECOND FLOOR CONSTRUCTION I TYPICAL SECOND FLOOR GOi,,dSTRUGTION 3/4" COX. 5UBFLOOR OVER N 5/4" COX. SUBFLOOR OVER N 16" TJI FLOOR JOISTS 16" TJI FJ W/ `.SOLID BRIDGING W/ SOLID BRIDGING T.O. SECOND FLOOR T.O. SECOND FLOOR I I ( I I V 4l I \ =IN FLASHING TYP. T.O. PLATES 1 J. 1 �. I IF I ! J, l 1 '1 1 1 1 1 1 .1l, 1 1 1 1 1 1 I \ T.O. PLATES TYPICAL FIRST FLOOR / CONSTRUCTION i " x 16" LVL (FLUSH) HDR. 3/4" GDX. SUBFLOOR OVER 3� TYPICAL FIRST FLOOR GONST-RUCTION / , I _ 5/4 COX. SUBFLOOR OVER EXISTING // EXIST. PATCHED REPAIRED I 1 j wI1 O PATCHED / REPAIRED 5UBFLO>OR GREAT ROOM KITCHEN SUBFLOOR 8 I 1t ;i L O EXISTING 2" x " FJ 0 16" O.G. I I EXISTING 2 x 8 FJ 0 16 O.G.. I �/ W/ 50LID BRIDGING AND ( I FRO T DEN ` I W/ SOLID BRIDGING AND 8" / I COMPUTER - - - -�� 4COVEREDI, ROOM 11 Ir- L— — —J AGO DEGKING AS PER OWNER i I PORCH T.O. FIRST FLOOR - T.O. FOUNDATION = T.O. FOUNDATION I; t --- GRADE COPPER TERMITE SHIELD EXISTING 2X8 016 O.G. / f / COPPER TERMITE SHIELD I 2X8 DJ 0 16 O.G. ANCHOR BOLT (SEE SPEC) XI TIN ll HDR. TREATED f / 12" DIAM. P.G. FOOTING TO FIBERGLA 5SILIL SLL EAL E S G (3) 2X8 II I I ANCHOR BOLT (SEE SPEC) f / NEW BASEMENT I BE 36" MIN. BELOW GRADE 2x6 TREATED SILL ON f / I I II I I FIBERGLASS MILL SEAL f // EXISTING CRAWL SPACE I 2X8 LEDGER BOLTED TO DWELLING EX I T!N G DA H MENT J / I NOTE: GRADE VARIES TO SUPPORT DJ II V.I.F. HEIGHT TO GRADE FROM EXISTING FOUNDATION WALL f// 4" P.G. SLAB W/ 6X WWM OVER 6 MIL. POLYETHYLENE COMPACT FILL TYP. .I f / VAPOR BARRIER ON 4 GRAVEL BED 4 COMPACTED I NEW REAR WOOD DECK T.O. BASEMENT SLAB f / FILL WELL TAMPED IN 12" LAYERS. I T.O. BASEMENT SLAB I EXISTING P.G. SLA B.O. FOOTING - -- - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - B.O. FOOTING NEW &" P.G. FOUNDATION HALL W/ NOTE: GRADE VARIES 16"X 8 P.G. FOOTING WATER D>AMP V.I.F. HEIGHT TO GRADE FROM K *� SECTION B PROOFING AS PER SECTION R:406 OF NEW FRONT COVERED PORCH THE RGNYS. SECTION A SCALE I/4" = I '-0" SCALE : I/4" = 1 '-0" PROPOSED ADDITION AND ALTERATION DRAWINGS MODIFIED: DECEMBER 30, 2009 DRAWINGS MODIFIED: NOVEMBER 22, 2000 Young �c Young �= DICKERSON RESIDENCE F , DRAWING PREPARED NOVEMBER 2 1, 2000 400 Ostrander Avenue, cj`/fRZ C�'q�r A SCALE: 1/4" = I'-0', Riverhead, New York 11901 o�E. .� 631-727-2363 •� AT MATTITUCK, TOWN Of SOUTHOLD JOB NO.: 2005_0429 k DWG.: ...\Contract Drawin s\A-3 Howard W. Young, Land Surveyor 1;"�,' {• •=^ ; g SUffOLK COUNTY, NEW YORK Thomas C. Wolpert, Professional Engineer Robert C. Tast, Architect 4 . A' 3AM Ronald E. Pfuhl, Landscape Architect Douglas E. Adams, Professional Engineer `�' '. SECTIONS A II I I I I I I 1 NAILING SCHEDULE (EXP05URE 1511) PRESCRIPTIVE DESIGN LIMITATIONS: EXTERIOR WALLSTUD5 REFER TO PLANS FOR.51ZE (AS PER 1995 WFCM TABLE 3. 1) ATTRIBUTE LIMITATION REFERENCE SEE PROPOSED E SECTIONS FOP 5PAICING 5ECTION FIGURE FLOOR JOISTS Gil 31-0" JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING NUMBER OF STORIES 3 I.1.3.l e 1.I 2 PLANS REFER TO FLOOR P S 5/8"0 ANCHOR BOLT COMMON NAILS BOX NAILS FOR 51ZE SPACING • _ Z FLOOR SYSTEMS N @ 3'-0° ROOF FRAMING LUMBER J015T 5PAN 2G' 3.1.3.2a 25-4" - - J015T BLOCKING NAIL TO JOISTS JOIST SPACING 24" 3.1.3.2b I G"* 12" _ PLATE TO PLATE WITH 8d RAFTER TO TOP PLATE(TOE-NAILED) (TABLE 3.3A) 3 -8d 3 - I Od PER RAFTER CANTILEVERS/SETBACK-SUPPORTING LOADBEARING SHEARWALL OR NON-SHEARWALL D' 3.1.3.2c 2.1 a,d N/A I� AT G'O.C. CANTILEVERS-SUPPORTING NONBEARING SHEARWALL OR NON-SHEARWALL L/4 3.1.3.2c 2.1 b N/A 2" 41 N I 4'-0"O.C.TYP. CEILING JOIST TO TOP PLATE(TOE-NAILED) (TABLE 3.3A) 3 -8d 3 - I Od PER JOIST CANTILEVERS/SETBACK-SUPPORTING LOADBEARING SHEARWALL 4D 3.1.3.3d 2.1 c,e N/A I JOISTS FLOOR VERTICAL FLOOR OFFSET D 3.1.3.2d 1.3 N/A 3"SLOTTED SQUARE CEILING JOIST TO PARALLEL RAFTER(FACE:NAILED) (HEEL JOINT) � I RAFTER SLOPE: 3:12 22 - I Gd 22 -40d DIAPHRAGMS FLOOR DIAPHRAGM ASPECT RATIO 4:1 3.I.3.2e I.6 1.7:1 O I WASHER(TYP.) (TABLE 3.7) 4:1 2 17- I Gd 17-40d FLOOR DIAPHRAGM OPENING LE55 OF 12'OR 3.I.3.2f I.7 N/A - CONCRETE FOUNDATION 5:1 2 14 - 16d 14-40d EACH LAP 50%OF DIMENSION „ I REFER TO PLANS FOR A A CONCRETE FOUNDATION 3 BLOCKING 7:1 2 10- 16d 10-40d WALL SYSTEMS REFER TO PLANS FOR 51ZE 51ZE 9:12 AND GREATER 8- I Gd 8-40d 5/8"0 ANCHOR BOLT j0 LINE OA DOUBLE 2xG SECTION A-A WALL STUDS LOADBEARING WALL HEIGHT 10' 3.1.3.3a - g'_p" BLOCKING NON-LOADBEARING WALL HEIGHT 20' 3.1.3.3a _ 8_p" CEILING JOIST LAPS OVER PARTITION (FACE-NAILED) WALL STUD SPADING 24" 3.1.3.3b 16" RAFTER SLOPE: 3:1 2 22 - I Gd 22 -40d SHEARWAIIS ENDWALL (TABLE 3.7) 4:1 2 17- I Gd 1 7-40d SHEARWALL PLAN OFFSET 4' 3.1.3.3c I.2 N/A AP SHEARWALL SEGMENTS ASPECT RATIO 3 1/2:1 3.1.3.3e 1.5 3AG:I WEB 5TIFFNER5 EACH SIDE 7:12 10- I6d 10-4od ROOF SYSTEMS 5:12 14- IGd 14-40d EACH L ANCHOR BOLT SPACING FLOOR BRACING ENDWALL JOIST NEARING ON WALL WITH END 13LOCKING 9:1 2 AND GREATER 8- 16d 8-40d RAFTER SPAN(HORIZONTAL PROJECTION) 26' 3.I.3.4a 16'-3" G- I SCALE NONE G- I SCALE NONE FIGURE 2.4a(WFCM-SBC 1995 HIGH WIND EDITION) LUMBER G- I SCALE : NONE RAFTERS RAFTER SPACING 24" 3.1.3.4t, - 16" COLLAR TIE TO RAFTER(FACE-NAILED) OVERHANG LENGTH LESS OF 2'OR RAFTER 3.1.3.4c 2.If 101 RAFTER SLOPE: 3:1 2 7- 1 Od 7- 12d LENGTH/3 (TABLE 3.4) 4:1 2 G- 1061 G- 126 ROOF SLOPE FLAT- 1 2:12 3.1.3.4d - 10:1 2 5:1 2 4- 1 Od 4- 1261 PER TIE ROOF ROOF DIAPHRAGM ASPECT RATIO 4:1 3.1.3.4c I.6 G:12 AND GREATER 4- 1 Od 4- 1 2d DIAPHRAGMS FLOOR JOISTS EXTERIOR WALL STUDS RIM JOIST. NAIL BLOCKING TO RAFTER(TOE-NAILED) 2 -8d 2 - 1 Od EACH END 'EXCEPTIONS:MAXIMUM L/8 FOR CANTILEVER SUPPORTING ONLY A ROOF WITH A SPAN OF 28 FEET OR LESS. REFER TO FLOOR PLANS FOR SIZE TO PLATE WITHTH 8d REFER TO PLANS FOR SIZE t AT 6'O.C. t SPACING SECTIONS FOR SPACING RIM BOARD TO RAFTER(END-NAILED) 2- I Gd 3 - I Gd EACH END 8'-0" FLOOR AREA CONTINUOS LATERAL NAILS BRAC W A L L, F RAM I N G 13-I Od COMMON NAILS TOTAL CEILING JOIST 13RAC E @ 6'-0"O.C. 2-1 Od NAILS @ 2x4 (BASED ON 5HEAITHING NAILED I I BASEMENT AREA: 1 ,579 S.F. F LATERAL BRACE EACH TOP PLATE TO TOP PLATE(FACE-NAILED) 2 -1 Gd 2 - I Gd PER FOOT 51MP50N L5TA3G WRAPPED JOIST @ 6"O.C.AT PANNEL EDGE) AROUND DOUBLE SILL PLATE @ TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4- I Gd 5 - I Gd JOINTS-EACH SIDE FIRST FLOOR AREA: 16"O.C. GABLE END TRUSS WEB STIFFENER EACH SIDE WHEN REQUIRED.(TYPICAL) NOTE: STUD TO STUD(FACE-NAILED) 2 -]Gd 2 - l Gd 24"O.C. LIVING: I ,283 S.F. I Od NAILS @ G"O.C. WALL MUST BE OF SUFFICIENT WIDTH TO PROVIDE THE REQUIRED GYPSUM BOARD NO FURRING NAILS BEARING LENGTH FOR THE JOIST. HEADER TO HEADER(FACE-NAILED) I Gd I Gd I G"OC ALONG EDGES GARAGE: 29G 5.F. EACH COMMON NAILS @ 5d COOLER NAILS @ 7"O.C. 51MP50N C520 STRAP JOIST BEARING ON WALL WITH RIM JOISTS TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2 - I Gd PER 2x4 STUD TOTAL: 1 ,579 S.F. CONCRETE FOUNDATION REFER TO PLANS FOR SIZE 2x4 BLOCK NAILED TO EACH BRACE @ EACH BRACE FIGURE 2.4b(WFCM-SBC 1995 HIGH WIND EDITION) 3 - I6d PER WITH 4-I Od NAILS 2x6 STUD - I SCALE : NONE BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST OR BLOICKING 2 - I Gd 2 - 16d PER FOOT SECOND FLOOR AREA: BLOCKING AS REQUIRED (FACE-NAILED) (BASED ON SHEATHING NAILED @ 6"O.C. AT PANEL EDGE) 5d COOLER NAILS @ 7"O.C. ENDWALL STUDS FLOOR FRAMING LIVING: I ,363 S.F. LOAD BEARING WALL ABOVE TOTAL: - S.F. JOIST TO SILL,TOP PLATE OR GIRDER(FOE-NAILED) 4 -8d 4- I Od PER JOIST FOUNDATION WALU FLOOR STRAPPING CEILING CONNECTION TO GABLE ENDWALL (STACKED OVER WALL BELOW) BRIDGING TO JOIST(TOE-NAILED) 2 -8d 2 - I Od EACH END G- I SCALE : NONE G- I SCALE : NONE NAIL BLOCKING TO PLATE WITH 86 AT G"O.C. BLOCKING TO JOIST(TOE-NAILED) 2 -8d 2 - I Od EACH END WEB STIFFENER EACH SIDE BLOCKING TO SILL OK TOP PLATE(TOE-NAILED) 3 - I Gd 4 - I Gd EACH BLOCK CONTINUOUS RIDGE VENT 4x WHEN REQUIRED(TYPICAL) 4 WOOD P05T ROOF RAFTER�CEILING JOISTS JOIST BLOCKING SUFFICIENT TO LEDGER STRIP TO BEAM (FACE-NAILED) 3 - I Gd 4- I Gd EACH JOIST DECK JOIST REFER TO PLANS FOR 51ZE 6 SUPPORT LOAD SIMPSON C520 @ I G"O.C. REFER TO PLANS FOR!5IZE E SPACING JOIST ON LEDGER TO BEAM (TOE-NAILED) 3 -8d 3 - I Od PER JOIST SPACING 8-86 COMMON NAILS IN EACH END CONTI NUOU5 JOIST OVER BEARING WALL BAND JOIST TO JOIST(END-NAILED) 3 - I Gd 4- I Gd PER JOIST 8d NAILS @ 4"O.C. OF STRAP MIN. 1/2'0 THRU BOLTS 3'MIN. G- I SCALE : NONE FIGURE 2.4c(WFCM-5BC 1995 HIGH WIND EDITION) • BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2- I Gd 2 - 16d PER FOOT ROOF RAFTERS SEE 307.4REFER TO PLANS FOR SIZE @ SPACING ROOF S h E A T I-I I N G HEADER G-I6d COMMON NAILS @ EACH 1 2' M REFER TO PLAN FOR SIZE SIDE BANFILLERBLOCK CK INSTALLED TIGHT STRUCTURAL PANELS: PANEL INTERMEDIATE NOTE: RIDGE STRAP MAY BE SUBSTITUTED SIMPSON H2 @ 16'O.C. NAILS BASED ON SHEAR WALL OF TOP FLANGE. (TABLE 3.8) EDGES SUPPORTS FOR 2x6 COLLAR TIES IN UPPER 1/3 51MP50N PB44 REQUIREMENTS INTERIOR ZONE 8d I Od 4" G" OF ROOF @ I G"O.C. P05T BASE 5-8d COMMON NAILS @ EACH END CONCRETE FOOTING PERIMETER EDGE ZONE 8d 106 4" 4' REFER TO PLANS FOR"SIZE EXTERIOR WALL STUDS REFER TO PLANS FOR SIZE t NO CEILING GABLE ENDWALL RAKE WITH LOOKOUT BLOCK 8d I Od 4" 4" SECTIONS FOR SPACING DIAPHGAGMS RIDGE STRAPL REQUIRED C E I L I N G� S I-1 E A T I-I I N G CENTER 2x BLOCKING ON FRAMING ANCHOR G- I SCALE : NONE POST/JOIST CONNECTION RAFTf_PrFOP PLATE STRAPPING SHEATHING EACH SIDE. GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7"EDGE/ 19 FIELD G- 15/32 WOOD STRUCTURAL PANELS ON NOTE:I SCALE : NONE G- I SCALE : NONE GABLE FACE t ON WALL BELOW BASED CONNECTION BETWEEN JOISTS NEEDS TO BE SUFFICIENT TO WALL 5 11 EATh I NG ON SHEARWALL REQUIREMENTS ALLOW FOR LO/AD TRANSFER BETWEEN MEMBERS 8HA 1 1. STRUCTURAL PANEL INTERMEDIATE GABLE ENDWALL FRAMING STAIR STRINGER CONNECTION PANELS/HARDBOARD EDGES SUPPORTS G- I SCALE NONE G- I SCALE : NONE FIGURE 2.Gc(WFCM-SBC 1995 HIGH WIND EDITION) (TABLE 3.9) INTERIOR ZONE 8d I Od G. G" EXTERIOR WALL` REFER TO PLANS FOR SIZE 4'EDGE ZONE Sd I Od G" G„ BLOCKING SECTIONS FOR!5PACING I I I I I I I I I IJOINT IN PLYWOOD FIBERBOARD PANELS: DECK JOIST 7/1 G" Gd 3 - 3"EDGE/G" FIELD I I I I I I I I I I REFER TO PLANS FOR 25/32" 8d 3 - 3"EDGE/G"FIELD -- - - - SIZE 6 SPACING II II II II I•I GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE/ 10" FIELD I I I I I I I I ROOF RAFTER d CEILING JOISTS 8d NAILS @ 3'O.C. REFER TO PLANS FOR SIZE 4 FLOOR SHEATHING I I I I I I I I i 8d NAILS @ 6"O.C. FLOOR JOISTS SPACING I REFER TO FLOOR PLANS FOR SIZE HEADER STRUCTURAL PANELS: I I I I I I I I i 8d NAILS @ G"O.C. I/2"0 LAG BOLT SPACING REFER TO PLANS FOR5IZE @ 12"O.C. I"OR LESS 8d I Od G"EDGE/ 12" FIELD - -IL_ _ -LI- - 1L - -I L - _ _ Jl CONCRETE FOUINDATION SIMPSON HH @EACH END GREATER THAN I" I Od 16d G"EDGE/G" FIELD - - - - - - - - - 51MP50N U210 REFER TO PLANS FOR 51ZE TOTAL NAILS AS PER HGR. @ I G"O.C. MANUFACTURER LINE OF FOUNDATION WOOD P05T NAILING N OTE5 WALL REFER TO PLANS FOR SIZE TYPICAL PLYWOOD NAILING PATTERN LEDGER BOARD CONNECTION I. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHIING NAILED G" ON CENTER AT THE PANEL EDGE. IF WALL SHEATHING IS G- I SCALE . NONE 51MP50N H3 HURRICANE NAILED 3"ON CENTER AT THE PANEL EDGE TO OBTAIN (HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL G-I SCALE : NONE MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNE(CTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE I-1 EADER/POST STRAPPING CLIP LI @OTAO.C.8-8d LOAD PATH. 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE �_ ' SCALE : NONE 51MP50N C518*C520 PERMITTED TO BE REDUCED TO I - I Gd PER FOOT. EXTERIOR WALL STUDS STRAP 8-8d NAILS REFER TO PLANS FOR 51ZE E TOTAL TOP R DOT. 3. CORROSION RESISTANT I I GAGE: ROOFING NAILS AND) I G GAGE STAPLES ARE PERMITTED; CHECK IBC FOR ADDITIONAL SECTIONS FOR SPACING REQUIREMENTS. 1 41I-1 5" SELF SEAL ADHESIVE ON Z_ DECK JOIST 4. ALL QUANTITIES ARE BASED ON I G" OC SPACING FOR(RAFTERS, JOISTS AND STUDS. 40 BACK - REFER TO PLANS FOP 51ZE 4 J.� 5. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETIER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH SIDE OF THE ROOF -1 2 NAIL GUIDE LINE SPACING PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. - 51MP50N C520 @ IG'O.C. HEADER 8"_9" REFER TO PLAN FOR 51ZE G. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONES ATTACHMENT REQUIREMENTS SHALL BE 3/8"-7/I G"O ZINC COATED USED. N = STEEL,SMOOTH SHANK N � AC4 EA.SIDE 28-16d ROOFING NAILS OR EGRESS WINDOW SCHEDULE (ALL SLEEPING ROOMS) j T/ APPROVED EQUAL FLOORJOI5TS NAILS TOTAL 4x4 WOOD P05T REFER TO FLOOR PLANS FOR SIZE E G-I Gd COMMON NAILS @ EACH FLOOR ROOM NAME REQ'D CLEAR OPENING PROVIDED (5.1'.) 3'-0" L 5 5/5"NOMINAL UNEXPOSED SPACING SIDE E THROUGH BOTH LAYERS SECOND BEDROOM 1 5.7 5.7 Ln - 51MP50N P1344 SECOND BEDROOM 2 5.7 5.7 ROOF SHINGLE NAILING DETAIL P05T BASE SECOND BEDROOM 3 4-8d COMMON NAILS @ EACH END CONCRETE FOOTING 5.7 5.7 G- I SCALE : NONE OF STRAP MIN. REFER TO PLANS FOR SIZE CLIMATIC � GEOGRAPHIC DESIGN CRITERIA REFER PLANALL SFOP, REFER TO PLANS FOR SIZE� GROUND WIND SEISMIC SUBJECT TO DAMAGE BY WINTER ICE5HIELD SECTIONS FOR SPACING SNOW (SPEED IN DESIGN WEATHER- FROST LINE DESIGN UNDERLAY- MENTT HAZARDS SPANDREL STRAPPING COLUMN CONNECTION LOAD MPH) CATEGORY ING DEPTH TERMITE DECAY TEMP. REQUIRED N/A PER MOD.TO SLIGHT TO 6- I SCALE : NONE G- I SCALE : NONE 45 PSF 120 R 301.2.2 SEVERE 3'-0" HEAVY MODERATE 1 1* PROPOSED ADDITION AND ALTERATION DRAWINGS MODIFIED: DECEMBER 30, 2009 DRAWINGS MODIFIED: NOVEMBER 22, 20OG Young & Young D I C KE I�5 O N ICES I D E N C E DRAWING PREPARED NOVEMBER 21, 200G cf r�Flf� ,,M. 400 Ostrander Avenue, Riverhead, New York 11901 ~�, •w. ;"`, 631-727--2303 SCALE: 1/4" = 1'-0" AT MATTITUCK TOWN OF SOUTNOLD JOB NO.: 2005 0429 Howard W. Young, Land Surveyor � !Oy tc` DWG.: ...\Contract Drawln s\G-I Thomas C. Wolpert, Professional Engineers SUFFOLK COUNTY, NEW YORK 9 Robert C. Tast, Architect • ti. • w Ronald E. Pfuhl, Landscape Architect Douglas E. Adams, Professional Engineers GENERAL INFORMATION PROP05f: D ADDITION AND ALTERATION $ D r CL K E R 0 DIC I,= S I TOWN Of 50UTHOLD 5Uf fOLK NfW YORK COUNTY, NOTES ADDREVIATION5 SYMBOLS L15T OF DRAWING5 GENERAL A/C -AIR CONDITIONER A. -GAGE R. -RISER 1 . CONTRACTOR SHALL VERIFY ALL JOB AND FIELD CONDITIONS, AFFECTING ALL WORK AND OBTAIN ALL DIMENSIONS TO INSURE THE ADJ. -ADJACENT GALV. -GALVANIZED REINF. -REINFORCE No A-A TITLE SHEET PROPER STRENGTH FIT AND LOCATION OF THIS WORK. REPORT, IN WRITING, TO THE ARCHITECT AND ENGINEER ANY AND ALL AFF. -ABOVE FINISHED FLOOR GL. -GLASS REQD. -REQUIRED HEE DETAIL INDICATOR j_ ` ` CONCRETE RIGID INSULATION CONDITIONS WHICH MAY INTERFERE WITH OR: OTHERWISE AFFECT, OR PREVENT, THE PROPER EXECUTION AND COMPLETION OF THE ALLOW. -ALLOWANCE GLZ. -GLAZING REV. -REVISION WORK. IF THE CONTRACTOR FAILS TO FOLLOtW THE ABOVE PROCEDURE, HE SHALL ASSUME ALL RESPONSIBILITY FOR THE ALT. -ALTERNATE GYP. -GYPSUM RM. -ROOM A-I BASEMENT FOUNDATION PLAN FIRST FLOOR PLAN CONSEQUENCES OF HIS ACTIONS. APPROX. -APPROXIMATE GYP BD. -GYPSUM BOARD 2. ALL CONSTRUCTION SHALL COMPLY FULLY'WITH THE APPLICABLE PROVISIONS OF THE NEW YORK STATE BUILDING CODE ARCH. -ARCHITECT No. SECTION MARK ,�,,h,� LATEST EDITION * LOCAL E3UILDING DEPARTMENT REQUIREMENTS � SHEET EARTH � " X ' INSULATION A-2 SECOND FLOOR PLAN � EAST SOUTH ELEVATIONS � HDR. -HEADER A 3. ALL REQUIREMENTS SPECIFIED IN THE CODE SHALL BE ADHERED TO AS IF THEY WERE CALLED FOR, OR SHOWN, ON THE DRAWINGS. B HM. -HOLLOW METAL S THIS SHALL NOT BE CON�iTRUED TO MEAN THAT ANY REQUIREMENTS SET FORTH ON THE DRAWINGS MAY BE MODIFIED BECAUSE THEY GATT. -BATTEN HVAC. -HEATING, VENTILATING AND SAN. -SANITARY A-3 NORTH WEST ELEVATIONS ARE MORE STRINGENT THAN THE CODE REQUIREMENTS OR BECAUSE THEY ARE NOT SPECIFICALLY REQUIRED BY CODE. SCHED. -SCHEDULE � SH� B ELEVATION MARK BLDG. -BUILDING AIR CONDITIONING 4. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND ARRANGE FOR ALL INSPECTIONS AS REQUIRED BY APPROPRIATE B. SD. -SMOKE DETECTOR O.S. -BOTTOM OF STEEL C FINISH WOOD POROUS GRAVEL FILL BUILDING DEPARTMENTS, HEALTH DEPARTMEINTS, ETC. CERTIFICATE OF OCCUPANCY AND UNDERWRITERS CERTIFICATE SHALL BE SF. -SQUARE FOOT (FEET) A-4 SECTIONS OBTAINED BY CONTRACTOR AND DELIVERED TO OWNER PRIOR TO FINAL PAYMENT, ALONG WITH UNDATED FINAL SURVEY. I SPKLR. -SPRINKLER 5. DO NOT SCALE THE DFAWINGS, ANY DISCREPANCIES SHALL BE REPORTED, IN WRITING TO THE ARCHITECT FOR CLARIFICATION. C ID. -IDENTIFICATION 5Q. -SQUARE ® EXHAUST FAN G. GENERAL CONTRACTOR SHALL COORDINATE FOR EASE AND RAPIDITY OF CONSTRUCTION THE WORK OF ALL TRADES. ALL SLOTS, CANT. -CANTILEVER INFO. -INFORMATION SQ IN. -SQUARE INCH CL. -CLOSET INSUL. -INSULATION � G-! GENERAL INFORMATION 5L EEVES AND/OR OTHER OPENINGS TO BE COORDINATED AND SET BEFORE POURING CONCRETE. ROUGH WOOD ® STEEL CLG. -CEILING INT. -INTERIOR SPOT ELEVATION 7. CONTRACTOR SHALL PROVIDE ALL THE NECESSARY SUPPORT, BRACING, SHORING, ETC., (TEMPORARY AND/OR PERMANENT) AS CLG. HT. -CEILING HEIGHT REQUIRED FOR THE SAFE INSTALLATION OF MEW CONSTRUCTION. CLG. -CLEAR T L TOG. -TONGUE: AND GROOVE 8. PROVIDE ALL NECESSARY ENVIRONMENTAIL PRO T ECTION INCLUDING HAYBALES ETC. TO PROHIBIT INTRUSION IN PROTECTED AREAS C.O. -CLEAN OUT LAM. -LAMINATE TOS. -TOP OF STEEL SDO SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR 9. SUBMIT SAMPLES t. CATALOG CUTS OF ALL MANUFACTURED ITEMS * FINISH MATERIAL TO OWNER FOR APPROVAL PRIOR TO ORDERING COL. -COLUMN LAV. -LAVATORY TOW. -TOP OF WALL CONC. -CONCRETE 10. PROVIDE F!P,E, 5MOKI= * CARBON MONOXIDE DETECTION SYSTEM AS PER LOCAL CODES * NY5 BUILDING CODE, FIRE CODE * FIRE MARSHALL COORD. -COORDINATE LTG. -LIGHTING TYP. -TYPICAL l 1 . ALL ELECTRICAL WORK,SHALL CONFORM -TO THE NEC - LATEST EDITION AND UNDERWRITERS LABORATORY REQUIREMENTS. CPT. -CARPET TEL. -TELEPHONECT. -CERAMIC TILE PROVIDE UL CERTIFICATE TO OWNER M U MAX, -MAXIMUM UL. -UNDERWRITERS LABORATORIES WALL STYLES CODE ANALYSIS D MFR. -MANUFACTURER UON. -UNLE55 OTHERWISE NOTED FOUNDATIONS ~ CONCRETE DBL. -DOUBLE MISC. MISCELLANEOUS 1 . REMOVE TOPSOIL AND OTHER SURFACE N/IATERIALS IN PREPARATION FOR PLACING CONCRETE SLAB. INTERIOR SLABS ON GRADE SHALL DIA. -DIAMETER MOD. -MODIFY V BE PLACED ON COMPACTED POROUS FILL O)R SUITABLE ON-SITE MATERIAL. A G MIL THICK POLYETHYLENE VAPOR BARRIER SHEET SHALL DIST. -DISTANCE MTL. -METAL VCT. -VINYL COMPOSITION TILE OCCUP'ANCY: Residential R3 BE LAID UNDER SLAB. SLAB SHALL BE STEEL TROWELED. SLABS SHALL BE REINFORCED WITH G X G 10/10 W.W.F UNLESS NOTED. DW. -DOWN-DISHWASHER (�I W PROPOSED STUD PROPOSED LOADBEARING 2. CONTRACTOR MAY BACK FILL, AGAINST FOUNDATION WALLS, ONLY AFTER SEVEN (7) DAYS OF CONCRETE CURE TIME USING PROPER DWG. -DRAWING W/ -WITH WALUPARTITION STUD WALUPARTITION EXISTING STUD WALUPARTITION REFERENCE STANDARDS: CONSTRUCTION METHODS, BRACING AND EQUIPMENT, TO AVOID DAMAGE TO THE WALLS AND AFTER FLOOR DECK IS INSTALLED. NA. -NOT APPLICABLE Residential Code New York State NIC. -NOT IN CONTRACT W/O -WITHOUT Wood Frame Constt ruction Manual AF PA 3. ALL CONCRETE SHALL 15E STONE CONCRETE AND SHALL DEVELOP A MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF 3000P51. E NTS. -NOT TO SCALE WWF. -WELDEEQ WIRE FABRIC Climate Zone: I 15 CONCRETE EXPOSED TC, WEATHER SHALL BIE AIR ENTRAINED, 4000 PSI. EA. -EACH Degree Days: 5750 4. SOIL BEARING VALUE ASSUMED AT I TON)/5F. ALL FOUNDATIONS SHALL REST ON UNDISTURBED SOIL OF AT LEAST THAT BEARING CAPACITY. EP. -ELECTRICAL PANEL O DESIGN LOADS: CONTRACTOR SHALL HAVE THE LEVEL OF ACCEPTABLE BEARING VERIFIED IN THE FIELD. EQ. -EQUAL OC. -ON CENTER ' EQUIP. -EQUIPMENT >C�C CMU WALUPARTITION PROPOSED CONCRETE WALL r � REMOVED WALUPARTITION Decks: 40 psf 5. ROD REINFORCEMENT SHALL BE INTERMEEDIATE GRADE DEFORMED BARS. CONFORMING TO ASTM AG 15-GO; REINFORCEMENT SHALL OPNG. -OPENING - - - - Attics: 20 psf CONFORM TO ASTM A 185 AND A82. EXIST. -EXISTING OPP. -OPPOSITE Rooms other than Sleeping Rooms: 40 psf EXT. -EXTERIOR G. DETAILS AND GENERAL PROVISIONS, FOR CONCRETE CONSTRUCTION, SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST ACI F P Sleeping Rooms: 30 psf BUILDINGS CODE, ACI 3 15, ACI 301 AND MANUAL ACI 315, PNL. -PANEL Stairs: 40 psf FAI. -FRESH AIR INLET(INTAKE) PREFAB. -PREFABRICATE Handraills: 200# CARPENTRY F R PRELIM. -PRELIMINARY D. -FLOO DRAIN - Roof: 4-5 psf ground snow load IF -FINISH FLOOR 1 . ALL WALL BEARING BEAMS TO HAVE 5TAN�DAKD ANGLES, ANCHORS AND BEARING PLATES, UNLESS OTHERWISE NOTED. FIN. -FINISH PRESS. -PRESSURE Basic Wind Speed: 120 mph FLG. -FLOORING PROP. -PROPERTY Uplift: II 8. I# p 2. ALL STRUCTURAL FRAMING LUMBER SHALL BE #I OR BETTER DOUG-FIR, OR HEM-FIR UNLESS OTHERWISE PT. -PAINT Dead Loads: 10 psf INDICATED, WITH SIFF U7ILITY SHOES AND P'LATE5, STUD GRADE FPF: ALL LINTELS SHALL BE DOUG-FIR WITH FB = 1000 P.S.I.. FLR. -FLOOR FLUOR. -FLUORESCENT DEFLECTION LIMITS: L 3. ALL ROOF PLYWOOD PANELS SHALL BE EXTERIOR CDX GRADE, WITH EXTERIOR GLUE, SHALL MEET THE REQUIREMENTS OF Q Rafters with no finished ceiling attached: L/ 180 THE LATEST EDITION OF THE U.S. PRODUCTE3 STANDARD PS-1 , AND SHALL BE IDENTIFIED WITH THE APPROPRIATE GRADE TRADEMARK F FL -FIRE PROTECTION F -FIRE RATING QT. -QUARRY TILE Floors: L/ 3GO OF THE AMERICAN PLYWOOD ASSOCIATION.. R. -FOOTING QTY. -QUANTITY 4. WOOD STRUCTURAL MEMBERS IN CONTAXCT WITH MASONRY, OR CONCRETE, SHALL BE PRESERVATIVE TREATED, WITH OIL-BORNE CHEMICALS OR CREOSOTE, TO DEFINITE RE1EENTION5 AND PENETRATIONS IN ACCORDANCE WITH THE AWPA STANDARDS C-I AND C-2. BEARIhJG PLATES, AND MOISTURE BARRIER, 'SHALL BE PROVIDED BETWEEN WOOD MEMBERS AND WALL. ENERGY NOTES WINDOW NOTE 5AN ITARY DIAGRAM 5. ALL LUMBER AND CONNECTIONS SHALL E35E IN ACCORDANCE WITH THE NEW YORK STATE BUILDING CODE AND WITH THE NATIONAL t=1 51TE PLAN SCALE: 1 :30 DESIGN SPECIFICATIONS FOR STRESS GRADED LUMBER AND ITS FASTENINGS. LUMBER SHALL BE FURNISHED AND INSTALLED, COMPLETE WITH ALL FASTENINGS, ANCHORS, BLOCKING, BRIDGING, SADDLES, HANGERS, ETC. REQUIRED TO COMPLETE THE JOB. ALL STEEL BOLTS I • CALCULATIONS ARE VALID UP TO 5999 DEGREE DAYS. CONNECTING WOOD MEMBERS SHALL BE SUPPLIED WITH AND TIGHTENED AGAINST STEEL WASHERS OR PLATES. JOIST HANGERS AND ALL NEW WINDOWS AND GLASS DOORS SHALL MEET THE �i a � REQUIREMENTS 4" VTR Ue�DER4IRITERSCERTIFICATE OCCUPANCY OR CONNECTORS, STEEL BRIDGING AND OTHER,SPECIAL CONNECTIONS AND HARDWARE MUST BE INSTALLLfD IN ACCORDANCE WITH NEW 2. CERTIFIED CONFORMANCE FOR ZONE I I B. OF THE LARGE MISSILE TEST OF ASTM1 99G AND OR ASTM ROOF �FQ�h�EQ ^� YORK STATE BUILDING- CODE REQUIREMENT`.5. WHERE FASTENERS ARE NOT SPECIFICALLY INDICATED OR SPECIFIED THEY SHALL BE 3• WOOD FRAMED FLOORS, WALLS AND CEILINGS SHALL E 188G. R1, VTR ROOF '34 ! �+ FURNISHED IN ADEQ'JATI= NUMBER AND SIZE. USE IS UNLAWFUL G. ALL CARPENTRY WORK;SHALL BE PERFORIMED IN ACCORDANCE WITH GOOD TRADE PRACTICE, RECOMMENDATIONS OF HAVE AN APPROVED VAPOR BARRIER(PERMEANCE OR APPROVED A NOTED MA.NUFACTU ERC�' AND IN CONFORMANCE WITH THE NEW YORK STATE BUILDING CODE, AND THESE SPECIFICATIONS: RATING OF 1 .0 PERM) INSTALLED ON THE "WARM IN THE COOT COVER THE PROVIDE PPUEOPENIINGS SHA-CUT 112"LL PROOD 2 I�- DATE: 12 (II �D WITHOUT CERTIFICATE WINTER SIDE OF THERMAL INSULATION. B.P.# A. FASTEN SECURELY ALL PARTS OF CARPENTRY WORK IN THEIR PROPER PLACE, BRACE, PLUMB AND LEVEL ALL MEMBERS AND DRILL EDGES AT 1 2" OC TO ACCEPT 2'-1/2"#6 WOOD T Il 1 I I �® OF OCCUPANCY SECURE WITH 5UFr�ICIENT NAILS, SPIKES AND BOLTS TO INSURE RIGIDITY. 4• WINDOWS AND SLIDING DOORS SHALL HAVE A MAX. AIR 2 12 2 FEE: BY: I SCREWS AND PROVIDE ADEQUATE NU11MBEROf SCREWS 1 2 I I I B. NAIL LAPPED JOISTS OVER ANY BEARING TOGETHER WITH TWO I OD NAILS, SECURE BUTTED JOISTS WITH I INCH WIDE BY 18 INCH INFILTRATION RATING OF 0.3 CFM PER SQUARE FOOT FOR FASTENING. WASH 1 4" NOTIFY BUILDING DEPARTMENT AT E METAL STRAPS AND TWO 8D NAILS TO) EACH JOIST. OF WINDOW AREA. SWINGING DOORS SHALL HAVE A I IP± PROPOSED765-1802 8 AM TO 4 PM FQR THEC. PROVIDE SOLID SURFACES AT LEAST 1-1/4 INCHES WIDE, IN BOTH DIRECTIONS, AT ALL CORNERS FOR SECURING MAX. AIR INFILTRATION RATE OF 0.5 CFM PER SQUARE FOLLOWING INSPECTIONS: ��.TI...- STO ., !.DYER rurv�"'SECOND FLOOR r'+�t "' 'DRYWALL, ETC.. FORM SURFACES WITH FRAMING MEMBERS, OR WITH 2-INCH WOOD BLOCKING SECURED AT LEAST TWO 8D NAILS AT FOOT OF DOOR AREA. SAFETY GLA55 REQ�UIREMENTS z1. FOUNDATION - TWO REQUIRED PURSUt�NT TO SECTION 45-10C `�� �r` ° I " 12" 1j' 3" 1 J, FOR POURED CONCRETE N EACH END. 5. SKYLIGHT SHAFTS SHALL HAVE A MINIMUM INSULATION D. TAIL JOISTS, OVER 4 FEET LONG, AMID HEADER JOISTS SHALL BE HUNG IN APPROVED METAL STIRRUPS, OR HANGERS, AND SPIKED VALUE OF R-19. SAFETY GLA55 REQUIRED AT THE FOLLOWING LOCATIONS: I THE T0�'��� COD-'--. FLOOD DAMAGE A E ER IO 2. ROUGH - FRAMING & PLUMBING � � 4" 3 3. INSULATION FLO®D D�'�, "�GE PfEVENTlOR SECURELY UNLESS SUPPORTED ON A VA/ALL OR GIRDER. G. GARAGES - FRONT, SIDES, DOORS, INTERIOR SHALL E. ALL STUDS SHALL BE PROVIDED ANED SECURED TO SUPPORTING MEMBERS IN STRICT ACCORDANCE WITH NEW YORK STATE CODE HAVE MAX. U=.40 I 3 4. FINAL - CONSTRUCTION MUST SOJHO"D TOWN CODE. I • ANY GLAZING IN ANY DOOR TYPE BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL AND AS NOTED HEREIN. 7• THE CONTRACTOR SHALL SUBMIT THE DESIGN, SIZE AND I ALL CONSTRUCTION SHALL MEET THE MEET THE REQUIREMENTS OF THE (1) PLATES AND BLOCKING SAME bWIDTH AS RELATED STUDS OR WIDER. I TYPE OF MECHANICAL SYSTEMS WHICH WILL BE USED, IN 2• GLAZING IN ANY WALLS ENCLOSING;A ShOWER, TUB, I REQUIREMENTS OF THE CODES OF NEW CODES OF NEW YORK STATE. DO NOT PROCEED WITH (2) FRAMING TO SUIT WORK OF OTHER TRADES. SUFFICIENT DETAIL, AS REQUIRED BY THE BUILDING SAUNA OR STEAM ROOM.- 211 EXISTING KITCHEN EXISTING PLUMBING YORK STATE. NOT RESPONSIBLE FOR FRAMING UNTIL SURVEY (3) PROVIDE SOLID BEARING FOR IFULL WIDTH OF TRUSSES, RAFTERS, GIRDERS, ETC.. DEPARTMENT. 3. ANY WINDOWS WITHIN 24" OF A DOOR.- PLUMBING * WASTE 4 WASTE RISER VERIFY IN DESIGN OR CONSTRUCTION ERRORS. OF FOUNDATION LOCATION F. ROOF SHEATHING, SHALL BE LAID WITH FACE GRAIN AT RIGHT ANGLES TO SUPPORTS; LOCATE END JOINTS OVER SUPPORTS; 8. ALL THERMOSTATS SHALL BE ADJUSTABLE FROM 55 RISER VERIFY IN FIELD I FIELD IPLUo"-f_IER CERTIFICATION HAS BEEN APPROVED. STAGGER JOINTS. DEGREES TO 85 DEGREES FARENHEIT. 4. ANY INDIVIDUAL PANE OF GLASS WITTH AN AREA GREATER 12 �gk3 I �' G. DOUBLE ALL JOISTS UNDER ALL PAR'.ALLEL PARTITIONS, UNDER ALL BATHTUBS AND AT ALL OPENINGS. PROVIDE SIMPSON HANGER THAN 9.0 5Q. FT. WHERE THE BOTTOM IS LESS THAN Oo r LE1"D CO,"JTENT BEFORE 9• ALL DUCTS AND PIPES SHALL BE INSULATED AS REQUIRED 18" ABOVE THE ADJACENT FINISH FILOORWITHIN 3G" OF COMPLY WIT CERTIFICATE OF OCCUPANCY CONNECTIONS ATALL FLUSH FRAMING H ALL CODES OF7. WHERE RAFTERS AND JOISTS FRAME, INFO OTHER WOOD BEAMS, PROVIDE SIMPSON. I G GAGE GALVANIZED STEEL JOIST AND HANGERS BY CODE. THE WINDOW. EXISTING NEW YORK STAT E & TOWN CODES SJLDER:USED IN WATER FIRST FLOOF, SU PLYSYSTEM CANNOT 8. PROVIDE FIRE STOPPING AS PER NEWYO)RKSTATE BUILDING CODE REQUIREMENTS. IO• HVAC CONTRACTOR SHALL VERIFY HEAT LOSS 5. GLAZING IN WALLS OF SPAS, HOT TUBS OR INDOOR AS REQUIRED AND CONDITIONS OF9. INSULATION IN ALL ROOFS SHALL BE FIBERGLASS TYPE, AND THICKNESS AS SHOWN ON DRAWINGS. INSULATION CALCULATIONS. POOLS WITHIN 5-0 OF THE WATER.. I ENCEED?J10 4F 1%LEAD. SHALL BE PROVIDED AT ALL UNHEATED TO HEATED SPACES. ALL INSULATION SHALL HAVE A FOIL VAPOR I I • ALL CELLAR AND/OR BASEMENT DOORS SHALL BE I SOUTHOLD TOWN ZBA BARRIER SURFACE EXPOSED TO HEATED SURFACES. INSULATED. IJ i SOUTHOLD TOWN PLANNING BOARD PLUMBING 10. BLIND FLASH ALL JUNCTIONS WHERE VERTICAL MEETS HORIZONTAL (ROOF, WINDOWS, DOORS, ETC.) SKYLIGHTS TO BE DOUBLE INSULATED, SELF FLASHING WITH CURB. ALIGN WITH ROOF RAFTERS. 12. THE ARCHITECT CERTIFIES THAT TO THE BEST OF HIS ,; -A :I I `'' ALL PLUM^LNG WASTE AND PROFESSIONAL JUDGMENT SOUTHOLDTOWNTRUSTEES &WATER LINES NEED KNOWLEDGE, BELIEF CERTIFICATIO J OF TESTING BEFORE COVERING I I . ALL MATERIAL SHALL_ BE INSTALLED AS f�ER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. THAT THE PLANS ARE IN COMPLIANCE WITH THE ENERGY 411 -� -�'�'I_ N.Y,S.DEC .' 12. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE A15C "SPECIFICATIONS FOR DESIGN, FABRICATION -_... ` 5A EXISTING CONSERVATION CONSTRUCTION CODE OF NEW YORK " �i '' SANITARY MAILING & CO"�NECTtO"'S AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". STEEL SHALL CONFORM TO ASTM A-572 (GRADE 50) AND A-501 . STATE. (JULY 3, 2002) OI5TING USE TRAP SYSTEM REQUIIMrID. B PROPOSED ADDITION AND ALTERATION DRAWINGS MODIFIED: NOVEMBER 22, 200G Young ��� ^ W j` DRAWING PREPARED NOVEMBER 2 I, 200G of Young DICKER501\1 RESIDENCE 400 Ostrander Avenue, j4iverhead, New York 11901 �~ �w�� CHI•?✓�s S31-i.�7-2303 r SOBLNO.: 2005_0429 IToward W. Young, Land Surveyor AT MATTITUCK, TOWN OF SOUTt1C7LD DWG.: ...\Contract Drawin 5VVA.dWq Thomas C. Wolpert, Professional Engineer SUFFOLKCOUNTY, NEWYORK Robert C. :fast, Architect Ronald E. Pfuhl, Landscape Architect Douglas E. Adams, Professional Engineer Q y~y � TITLE 5f1EET •: ' ' II I I I i ti 5 2'-9" 12'-10" 2'-1 it 18 G 12 19 12'-42" 9 9,A A-3 3'-02" 4'-3" 31-I O" I'-9" f-/ 3 A 14'-0" LINE OF DECK ABOVE 0 \ i�c� 00 A 3 SKIRTING AS PER OWNER V.I FE HEIGHT T O GRADE FROM DE VARIES NEW 4X4POSTON 12" DIAM. P.G. ___ ______- ______ FOOTINGS TO BE MIN. 30 BELOW GRADE. / —\ NEW REAR WOOD DECK TYP. OF ALL LOCATIONS / y / 2) 2 X 8 $ — 2 2X8— \ S, NOTE: VENTILATION TO COMPLY WITH SECTION R408. I ��2 // G'-92' u G'-92" �\ ��� PROPOSED WALL O ALIGN WTH O� ACID DECKING OF THE RCNYS. THE MIN. NET AREA OF VENTILATION / /}� �J \ EXISTING WALL C NSTRUCTI N OPENINGS SHALL NOT BE LESS THAN I Q. FT. FOR / /`�j O C\\ NEW REAR OOD DECK EACH 150 SQ. FT. OF UNDER FLOOR SPACE AREA. <\ / N \ PROPOSED WALL ON5TRUC ION: 21 I SQ. FT. ONE SUCH VENTILATING OPENNG SHALL BE WITHIN � SIDING AS PER 0 NER � O, 3'-0" OF EACf l CORNER OF SAID BUILDING. Y 52'-9" 1 Y2" CDX SHEATHINGOR EQUAL TYVEC VAPOR B RIER ORE UAL ? NEW 3'-0" HIGH HANDRAIL AND z I -9 2 I -9 2 9-9 5-I I -I @ FWG50G8 ITH SCREE S NOTE: EXIST. P.C. GUARD AS SELECTED BY OWNS 14-101 ———— G-I U 12-4 2X4 STUD WALLS I G" O.0 R-2 I FACED FIBS GLASS INS CATION (2) 2 12 H1 V ANC:HOR BOLTS @ 30"b I _ O O STEPS TO BE REMOVED TO COMPLY WITH SECTIONS R3 14, C. —— �0 Y2 5HEETROCK, TAPED, * SP CKLED FINISH R3 15, R3 I G OF THE RCNYS x — — 4X4 P ST BOTH SID S /� \ N 2x8 LEDGER BOLTED TO 5HEETROCKTO PRIMED * PAINTED. N ��O 1 2 P✓IAkC. FROM ANY END TI MIN. I x 2 z EMBEDI`VAENT INTO P.C. a� COLOR A5 PER O NER. = I / — — — — —— \ DWELLING TO SUPPORT DJ o __ STEP FOOTING. MAX. I VERT 2 r — _ / \ — TW 032 TW2% ..32 2) �11...6V.LUD /1`S — _— r I HORZ. - MAINTAIN FOOTING L 'V o �� �'6� W7 'X4" ST B STUt°5-- NEW 8 P.C. FOUNDATION BOTTOM ON UNDISTURBED SOIL o[ Oo °°° WALL W/ I G" X 8" P.C. 'T' 22 Q. �'� m O o 0 w v i I FOOTING WATER DAMP I I OF SUITABLE BEARING CAPACITY. _ 4'-G" 2-4" 3'-0 2'-4" _ — 0 NOTE: REPLACE ALL EXISTING ! I ° NEW CRAWL SPACE I I PROOFING AS PER SECTION I I O LG. HT. �° % I G" TJI 5GO @ I G" O.C� WINDOWS WITH NEW P,4oG OF THE RCNYS I I ENT 0 CF O _ _ ANDERSEN DOUBLE HUNG IN. PER _ REPLACE EXISTING WALL KITCHEN WITH GRILLES AS PER OWNER z 2" SCRATCH COAT ON 4" I I I I ECTi N R3 3.3 m z m �� CONSTRUCTION AS NECESSARY GRAVEL BED # COMPACTED FI L I I NEW E ASEM ENT - I I F TH RCN S. ��� U TO NEW FOUNDATION BELOW 198 SQ. FT. O i I WELL 7AMPED IN 12" LAYEP�S I i u v O I I EXISTING STEPS TO REMAIN bN 4" 4'-G" 4 2' 0" i 2 3'-C'r 4' 2 0" 4" 5'-0" 14'-3L" 8'-0" CLG. HT. 4' p�I O 4" FISTING BILCO DOOR I = I O EXISTING CRAWL SPACE — - 2 2 STEPS TO REMAIN N N 4" P.C. SLAB W/ GXG WWM OVER PROVIDE S.D./C.O. I I d _ c~n G MIL. POLYETHYLENE VAPOR DETECTOR AS PER I I B PET DOOR AS B - w BARRIER ON 4" GRAVEL BED SECTION R3 17 OF THE I I o SELECTED BY A_3 z I I RCNYS. I I A-3 Ln O OWNER- PROVIDE ! I I COMPACTED FILL WELL TAMPED ® o PLATFORM OR RAMP Ln I NEW t8 P.C. FOUNDATION JI IN ERS. THRU-OUT NEW I I N AS DIRECTED WALL W,/ I G" X 8" P.C. 'T' I I __ NEW (2) 2X8 HDR. — J L———— ———BA EMEN AREA - --------- - --- - FOOT-ING WATER DAMP I - �--�— - r PROVIDE 3/4 H BUILT-IN 14 x I G LVL (FLUSH) PROC)FING AS PER SECTION EW (3) 2X8 DR. NEW (3) 2X8 HDR. I I — — FIRE RATED SELF CLOSING DOOR BUILT-IN R40G� OF THE RCNYS I I 4'-G" :S� G'-92" " 4'-8" i PROPOSED ONE CAR DOWN O Fo N ION ' gATH COMPUTER °o /e DIAM. X 1 2" LONG STEEL PINS @ �q NOTE:: SILL PLATES OR NEW 3Yz" DIAM. I I N 12" O.C. VERTICALLY EPDXY MIN. G" I m EXISTING WINDOWS TO BE COLUMN ON 1 2"X24"X24" I I aU OPENING WIDE mIr_ — — INTO EXIST. FOUNDATION WALL. TYP. I (j ATTACHED GARAGE REMOVED. WALL TO BE - ROOM `�? I BOTTiOM PLATES 5HALL HAVE I P.C. FOOTING `" - �t °� REPAIRED AS NECESSARY. EXIST. STAIRS AND __. _. __.. __ __ __ __. .__ _ [=-_.. I O 284 SQ. FT. N T9 SQ. F T. m m I I FULL 1BEARING ON THE I I � u._ ��- -- -- -- .z � �__ I x I G LVL(FLUSH) HANDRAIL TO REMAIN 8 0 CLG. HT. FOUNJDATION SYSTEM. I I �o p - tL v = 4 - 1 2-G 4 _ 4 U I I o N I I - -—I °� O I dU 2 2'-0" — — 0 5rU VV 8.3„ 4" -' p I I_ _ EXIST. STAIRS AND N = I Ln p w - N NEW 3Y2' DIAM. z HANDRAIL TO REMAIN m O 1 G" TJI 5G0 I G" O.C. NEWSTAIRS, HANDRAIL, o EX15TIlNG DOOR TO U 0 CO �_o I I COLUMN ON � I Ln PROVIDE I HR. FIRE RATED 5/8" @ AND GUARD TO COMPLY BE REMOVED REPAIR N I I 1 2"X24"X24" P.C. NI _, TYPE 'X' GYP. BD. ON WALLS WITH SECTION R3 14, — OPENIING AS j 1 N I w P 3/2 X3 Y PAKALLAM R315, 4 R31 G. @) i I NEW lJ N EXCAVATED FOOTING m z I = CLG5. AS PER THE RCNYS. N DOWN TO FOUNDATION CL REQUIIRED. I `. N 3y"X3/2' PARALLAM w I I Z" x I G" LVL(FLUSH) GDWN TO FOOTING AREA i f�EW(3) 2X8 HDW(3) 2X8 HDR. I I — EXISTING (3)2�x 8 HDR.I z EXISTING (3)2 x 8 HDR. — p 4 — O + I N SOLID BRIDGING UNDER WALL ABOVE GREAT ROOM PROVI�.D./G.O. 8"' I 12'-2" 8"I 5'-G" L J 5'-I O" I " I G'-8" LG--8" I L� J G'-8" G'-8" I N — DETECTOR AS PER SECTION DUCT C L C L N �I I I I (2) 14 x l G LVL 37G SQ. FT. ® — U I R i I NEW BASEMENT EXISTING COLUMNS x �— —— — — — — — — — � �j - R3 17 OF THE RCNYS. �� WALL RAISE EXIS ING 4" P.C.. SLAB ON COMPACTED I I N O 8 0 CLG. HT. 14" x I G" LVL(FLUSH) _ ��. CHIMNEY AS FILL W/'POLYVAPOR BARRIER I I W/FILLED P.C. TO REMAIN m `r EXISTING BASEMENT I I \ / I = - - - - N . . -J I REQUIRED EXISTING CRAWL SPACE I I I �n I I \ -1 / I DOUBLE FKAMIN GXG WWM I = EXISTING DOOR TO BE REMOVED. — /� I I-' -, w I \ / AROUND STAIR _ I I I I o v NEW 3'-0" WIDE °LI I @� PATCH WALL, FLOOR AS REQUIRED. OPENING. TECO LL OPENING I O N - O I I \ / I I G" TJI 5GO @ 1 2" O.C� CONNECTIONS, I O I I FLUSH DOOR AT GRADE S I co U NI I H °L J N l9 I " `b I \ 12'-G" / I 4° 17-8 4 ILn " I '-4" 3'-O" 3' ' 4" A� 3 4, 9'-I I" 4 AREA OF DEPRESSED I vl I X aU = t j I I \ / I <D 4T@9" - N P CONCRETE I s w co — N rGARA E DOOR STYLE SELECTED BYIOW ER SELECTED BY OWNER- VERIFY �'' ENTRY cp I v DEN 11 cQ I L—— J I ADJUST FOUNDATION AS wI I N I O ,?5 I FLUSH TO CRAPE AT DOOR PREFAB FIREPLACE AS REQUIRED TO zl I� /a DIAM. X 12 LONG STEEL PINS @ m I I I 90 SQ. FT. ---- -` 12" O.C. VERTICALLY EPDXY MIN. G' EXIST. FOUNDATION SIZE PRIOR TO CONSTRUCTION I \ r ° ACCOMMODATE FIREPLACE I I- -— —— —— —— -� I m INTO EXIST. FOUNDATION WALL. TYP. w FOOTING TO REMAIN I = (3) 13/4" X 9 I/2" ML I \ I -- CID �— SELECTED BYOWNER I L --- -- - - - - ------ - - - -- -- -- - I _ POST BOTH SIDES II p C 8-0 CLG. HT. - - -- 8'-0"X7'-0" OH. DR. 0 ( z L - - \ I I _ �. \ L _ 2-3 8-4 M.O. 2-3 \ � �z � - - -- - ------ -- -- -- - - J p NOTE: PROVIDE 18" �� o " —— —— / I 2x8 LEDGER BOLTED TO P.C. APRON PITCH Y4" c'O N �� i ACID DECKING \ / B N 2 \ 2x8 LEDGER BOLTED T DWELLING TO SUPPORT DJ U PER FT. MIN. 6� - __ ___ -� • _ I DWELLING TO SUPPOR CJ R = 12'-10" 4'-32" 2'-0" 3'- 3'-0" 2'-0" ( 25 7�" A-3 O SIMPSON PRE-ENGINES E TW384G I v O O NEW FRONT COVERED PO CH NOTE: SHEAR WALLS EACH SIDE 1 CO 13 1 SQ. FT. NEW 3'-0" IGH 52'-9" I BE MIN. 36" BELOW GRADE. TYP. OF ALL N O.H. DOOR A EXISTING BRICK N — x — 22'-0" p PROVIDE--' (2) 2X8 (2) 2X8 (2) 2X8 A-3 STOO TO BE I GUARD AS RECTANGULAR A I�— —� _ — — —�I NOTE: ELECTRICAL REMO ED i (2) 2X OWNER Y (2) 2X8 (2) 2X8 ——————-� SERVICE/PANEL TO BE NEW 30G8 ENTR DOOR WITH 51DEL TES AREAWAYS A-3 LIlk I UPGRADED * RELOCATE —— —— z _ _ _ _ _ __ --------J TO BE SELECTED BY OWNER - - - - - ---- ICLINE OF DEC ABOVE TO CODE AS NECE55A DECORATIVE LOAD BEARING POST N LINE OF ROOF ABOVE —�— NOTE: ALL HDRS TO BE (2) 2X 1 2 G'-8" 7'-O" 7'-0" TO BE SELECTS BY OWNER. G'- 7'-0" - � ' 7'-O" UNLESS OTHERWISE NOTED TYP. OF ALL. 2'-5" 8'-0" 2'-5" 5'-O" 5'-0" 7 82 1 7'-1 1" BASEMENT FOUNDATION PLAN SCALE 114" = 1 '-0" 1 2'-10" 4'-4" 10'-0" 25'-72' 5 2'-9" FI RST FLOOR PLAN B SCALE : 114" = 1 '-0" A-3 31. i PROPOSED ADDITION AND ALTERATION p� DRAWINGS doDIF[ED: NOVEMBER 22, 2000 Young OG Young DRAWING PREPARED NOVEMBER 2 1, 2006 F ,v DICKERSON RESIDENCE 400 Ostrander Avenue, Riverhead, New York 11901 ��� cN�, ynp 631—;r27-2303 a� Q 7 Howard W. Young, �� `Ff SCALE: 20 5 I'-0 AT MATTITUCK, TOWN OF 5OUTHOLD JOB .: 2005 0429 Land Surveyor `.• '����' 9�� b DWG.: ...\Contract DrawingsW-I .dwg Thomas C. Wolpert, Professional Engineer SUFFOLK COUNTY, NEW PORK Robert C. Tast, Architect Ronald E. Pfuhl, Landscape Architect Douglas E. Adams, Professional EngineerBASEMENT FOUNDATION PLAN FIRST FLOOR PLAN CONTINUOUS RIDGE VENT 0 �7_ ---- - - CONTINUOUS RIIDGE VENT ARCHITECTURAL SHINGLES ------ ------ -- ------------ -------- OVER 30# FELT - PROVIDE ICE WATER SHIELD AT PERIMETER* VALLEYS ---------_----------- ------ VALLEY FLASHING TYP. -------------- ........... --------- GUTTER LEADERS FLASHING AS REQUIRED SECOND IFLOOK, SECOND FLOOR SIDING STYLE (COLOR AS SELECTED BY OWNER DECORATIVE LOAD 0 5 W) SIDE T BEARING POST TO BE ——— SELECTED BY OWNER. TYP. OF ALL. 521-911 GARAGE DOOR;STYLE 8'-0" X 7-0" OH DR. AS SELECTED BY RAILING * DECKING TO BE 2,41-011 15'-1 1 11 OWNER SELECTED BY OWNER. TYP. 12'-10" 111' PROPOSED WALL CONSTRUCTION G1 FIRST FLOOR SIDING AS PER OWNER v 2 2 2 L 10'-1 71-1 -z 40 7 '0 GARAGE SLAB Y2" CDX SHEATHING OR eOUAL I GRADE TYVEC VAPOR BARRIER OR EQUAL. A NOTE: STEP FOOTING. MAX. I VERT/2 ENTRY DOOR STYLE 2X4 STUD WALLS @ I G" D.C. ALL HDR5 TO BE (2) 2X 12 R-21 FACED FIBERGLASS IN5ULATI'ION A-3 HORZ. - MAINTAIN FOOTING NEW P.C. FOUNDATION TO BE SELECTED BY Y2` 5HEETROCK, TAPED, * 5FACKLEf_D FINISH UNLESS OTHERWISE NOTED BOTTOM ON UNID15TURBED 501L — — — — — — — ——— — — —— — — — I L OWNER 5HEETROCK TO BE PRIMI.D PAIN-TED, PROVIDE fLA5HING Of SUITABLE BEARING CAPACITY. E - - - - - - - - - - - - - - - PROVIDE COLOR AS PER.OWNER. REQUIRED RECTANGULAR _5 — — —— — — — - - - -- - - -1 AREAWAYS %J F TW2 I C 32 - EXISTING P.C. FOUNDATION PITCH L AUNDRY f LOG NOTE: NOTE: PROVIDE GALV. FOUNDATION AREA T D FLOOR DF� S-111 101 FRAMING CONNECTIONS AT 2 D O�x=UB A Of TUN -1 11 411 .41 1-1 l�[ I LAYOVER ROOFING PAD TO 10 .4 BASEMENT SLAB I RAFTERS TYP. Of ALL 'u LAUND 15AT H z V LOCATIONS. - - -- - - - --- - - - -- - - - - -- -- - - - - - - - - - - - - - - -- :::' G9 5Q. FT. IN — — — — —— - — — ——— ————— — — — — — — — — — — — — — — — — — — — — --- � 0 00 5Q. FT. co '-0" CLG. HT. o w 0 21-211 F� (51-011 CLG. HT. !C\1 PROVIDE STEPPED VENT 50 CfM MI q. A5 VENT FLASHING AS REQUIRED DRYER TO 11-/ PEP,SECTION R303.3 LU NEW PLUMBING FIXTURES AS EAST ELEVATION EXTERIOR Of THE RCN Y-5--- SELECTED BY OWNER SCALE 1/4" 1 '-011 cV RCNY5. CL CL AS PER 0 7-G"WALL HT. CONTINUOUS RIDGE VENT pN 2X 12 RR @ I G" O.C.�, L� 2X 12 RR @ I G" O.C. A-3 d10 LINE Of SPIRY A130"VE R PROVIDE S.D./C.O. 2X 10 CJ @ I G" 0.C.,,cj Cf) 2X4 COLLAR TIES DETECTOR AS PER (9) cxj, @ 32" O.C. f W-J-0- - - - - - - - - � AN SECTION R317 Of 4G 6-0" WA L HT ARCHITECTURAL SHINGLES 7-8'� Cu 4"L, THE RCNY5. 011 -41, 1,7_9 4.1 2�7;5 WA ......... OVER 30# FELT - PROVIDE ICE DEDROOW 3 00 ......... ------- 12 x DOUBLE FLAMING LINE Of kPLAY AE30VE lo _7 WATER SHIELD AT 10 PERIMETER VALLEYS 5Q. AROUND PULL DOWN co =7_��­_' 11 PROVIDE S.D./C.O.CL CL -L CL (U) 5TAIK5 TECO ALL % 8'-0" CLG. H7. DETECTOR AS PEP,5ECTI0 4X4 P05-1'_ C6NNECTIONS R317 Of THE RCNY5. d d 2X 12 RIDGE (2)2X 10 7 NEW STAIRS, HANDRAIL, AND ----------� ry ...........a ATTIC 14- LU .W.Ll GUARD TO COMPLY WITH 0 0 1 ACCESS d 0 SECTION R314, R315, � R3 1 G - - - - - - - --- - 2GG(5 ABOVE in X _ X Of THE RCNY5. PROVIDE n N g "I 'p, C\j PULL ,I- = ILLUMINATION �THREE WAY 0 0 -01 12 J C\] C� 0 AN iD 3 Y2" ): 3Y2"l PARALLAM DOWN SWITCH A5 PER SECTION �D X x 7 1/2[_ 0Z V 5TAIR5 N R303.4. 1 3/411 N? 1 1 7/611 ML LVL RIDGE 1 3/4"X 1 1 7/8" M L LVL RIDGE N X (\j x PROVIDE 5f)./C.7— N DETECTOR f5 PEP, All 3 12" X 3 12" PARR L LAM T 3 G '/17- 5ECTION R$17 OF E 4" 11% 31-n' 6 4o BEDROOM 2 c) 0-/ X 16NE Of SPLAY ABOVE C\11 V L THE 10 RCNY5. �S 7-0 WALL HT. LU X 01 U CHIMNEY TO BE 2'-0" HIGHER 0z 0 C\j 253 5Q. FT. N 00 0 0 -1 X 0Z o � = - N �\ax '�+� E? co SIDING AS SELECTED 0 CON X 9'-G" CLG. HT. THAN ANY COMBUSTIBLE - �D BY OWNER N L C\j X 2X8 RR 2X8 RR 3'-9-L' SHALL NOT BE LESS THAN X �3)2X 10 TRIMMER HID4 MATERIAL WITHIN I U-0", BUT w 21 SECOND FLOOR 11 C\' 1 G" O.C. \@ I G" O.C.0. C) V /0 3'-0" ABOVE THE HIGHEST 1-14 2 112 LU Z INE f >1-) 0 qg- _ POINT WHERE THE CHIMNEY o BEDROOM I x C\J �_v +1 - TB-5tv GUTTER LEADERS / 5PLA NV BATH 0 11�<' 0 PASSES TH RUI THE ROOF AS P.H. 20 z [PT.(2)2XI HDRs \ N I FT. _LL 7'-.7"' PEP, SECTION R 1001 .G Of C L TXG Rp,\ 2X(; C L 4N THE RCNY5. PROVIDE I.IJ 0') I G" 0 C. I G" O. FLASHING AS REQUIRED. DECORATIVE LOAD I ��%�o�,d D \0 Z�' 0 C L z 0 BEARING POST TO BE x C� 0 d SELECTED BY OWNER. TYP. 11 F1 OF ALL. L - - -- - -- - - - - - - -- -- - x 00 C\j Z_ urn BUILT( SE RAILING � DECKING TO BE _N SELECTED BY OWNER. TYP. / ..•O \ O�Co +9 V 030 TW,�'Q4 G_ _7 0 INDOW5 TO HAVE cv \10 JT I C) A�' TEMPERED GLASS FIRST FLOOR VENT 50 CfM MIN. AS D TW3 4G NOTE: I ED (0 NOTE: FINISH LU PEP,SECTION R303.3 H f LOOR A5 GARAGE SLAB (L IF ICE SHIELD TO BE AT LEAST TWO LAYERS Of A-G Y," 5UI3 11 00 OF THE RCNY5. PER OWNER ON ,Of A UNDERLAYMENT CEMENTED TOGETHER OR E J PROVIDE FLASHING f LOOR,12"GYP. BID. WALL$;r 71 GRADE SELF ADHERING POLYMER MODIFIED BITUMEN LINE Of COf ABOV 1 4�CLG. IN ALL AREAS 11 i J! A5 REQUIRED rT - - -- =0 ;i SHEET EXTENDING FROM THE EAVES EDGE TO A NEW P.C. FOUNDATION 2 -J POINT AT LEAST 24" INSIDE THE EXTERIOR WALL 51-011 51-011 2 13.0. FOUNDATION LINE Of THE BUILDING. LJ , 2 41-31" 101-011 25-77"' 12'-10" 01 .0 NOTE: GRADE VARIES 521-911 V.I.F. HEIGHT TO GRADE FROM NOTE: GRADE VARIES NEW REAP,WOOD DECK V.I.F. HEIGHT TO GRADE FROM A NEW P.C. FOUNDATION NEW FRONT COVERED PORCH 2q -- - - - - -- -- -- - - ---- --- - - - - - -- -- - - - - - - A-3 -- - - - - -- - - -- - - -- - - - - - - - - --- - - - - - - -- --- -- - - - - - - -_ - � G 5D.S.OND FLOOR PLAN SCALE114" = I '_0" 50UTH ELEVATION SCALE 1/4" 1 '-0' 1­7 PROPOSED ADDITION AND ALTERATION f 2, 0 DRAWINGS MODIFIED: NOVEM13EP 22, 200C, DRAWING PREPARED NOVEMBER 21, 20OG Young & Young DICKERSON RESIDENCE 400 Ostrander Avenue, Riverhead, New York 11901 0F N'rJ4,_ SCALE: 1/4" = 1'-0" J05 NO.: 20050429 631-727-2303 . . ...C AT DWG.: ...\Contract Drawiticjs\A-2.dwc3 MATTITUCK, TOWN Of 50UTHOLD Howard W. You?,kg, Land Surveyor 51Jf FOLr\ COUNTY, NEW PORK Thomas C. Wolpert, Professional Engineer Robert C. Tast, Architect Ronald E. Pfuhl, Landscape Architect Douglas E. Adams, Professional Engineer 5ECOND f LOOP, PLAN EA5T t 50UTH ELEVATION5 0 z17 ;FM H4 0 0 1\15H 2 aoilill ;'-0" WA L hT. CONTINUOUS RIDGE VENT z PROVIDE FLASHING ARCHITECTURAL SHINGLES CONTINUOUS RIDGE VENT N OVER 30# FELT - PROVIDE ICE ------ _.. WATER SHIELD AT - — ---- —_ _.._... _ PERIMETER V LLEY5 777.7 CONTINUOUS RIDGE VENT ARCHITECTURAL 5 H I N G LE OVER 30# FELT - PROVIDE ICE 7 WATER SHIELD AT PERIMETER VALLEYS VALLEY FLASH I NG TYP. .-.._ GUTTER LEADERS - --_._..___ -----------___ GUTTER LEADERS --. PROVIDE FLASHING '��7 7- SIDING STYLE � COLOR AS SELECTED BY OWNER Tfl LLE-E--H PROVIDE FLASHING SECOND FLOOR SECOND FLOOR 12 4 1/2 1 - 51DING STYLE * COLOR AS SELECTED BY OWNER .., I 7T] DECORATIVE LOAD FM FMFM ® Elm BEARING P05T TO BE SELECTED BY OWNER. TYP. 3 2 FWG I FWG 68 F G I 15 2 OF ALL. RAILING * DECKING TO BE DOG DOOR A5 SELECTED BY SELECTED BY OWNf_R. TYP. WNER FIRST FLOOR FIRST FLOOR — — — O — — LLI �"l R'�M_jag I I I I I I I I I I I I I I I I I I I I I I I I I I I I c z NEW P.C. FOUNDATION _ _ _I I I I I I I I I- -I-- - - - - - --- _I� I I I I F- -- - 1 I J LJ LJ I— J LJ r - - - L--�- - - - - - -- - - -- LJ I I I I I LJ I I f- -- - 7 I r NOTE: GRADE VARIES I I EXISTING P.C. FOUNDATION I I I NOTE: GRADE VARIES I ( L — —— — I EXISTING P.C. FOUNDATION I NEW F.C. FOUNDATION V.I.F. HEIGHT TO GRADE FROM I I I V.I.F. HEIGHT TO GRADE FROM I I I I I NEW REAR WOOD DECK NEW FRONT COVERED PORCH I I I I I I 1I BASEMENT SLAB C- - = =- -- -- -- -- -- - - ---- - - -- --- ---- - - - - - ----- ---� - - -- - - --- - -- -- -- -- - - `- - - - - - - -- -- - - -- -- - - - - -� - _ - NORTH ELEVATION WEST ELEVATION SCALE : 114" = 1 '-0" SCALE : 114" = I '-0" -7 PROP05ED ADDITION AND ALTERATION DRAWINGS MODIFIED: NOVEMBER 22, 2006 �'®2Gng � Young _car rJr p p DRAWING PREPARED NOVEMBER 2 I, 2006 400 Ostrander Avenue, Piverhead, New York 11901 SSE y,``., D I C��i\�O N I\E� ( DEN C 631-727-2303 �=` `—."`. �pia . I SCALE: I/4" = I'-0" JOB NO.: 2005 0429 os'^ `Fri AT MATTITUCK, TOWN OF 50UTHiOLD DWG.: ...\Contract Drawing5VA-3 Howard F. Young, Land Surveyosr Thomas C. 3i'c�lpert, Professional Engineer 7 5UFFOLK COUNTY, NEW YOKK; Robert C. Tast, Architect Ronald E. Pfuhl, Landscape Architect ? 1 NORTH WEST ELEVATION5 Douglas E. Adarrrs, Professional Engineer 5 _ {j TYPICAL ROOF CONSTRUCTION 0 FLAT CEILING NOTE: TYPICAL ROOF GON5TIRUGTION 0 FLAT GEILING CONTINUOUS RIDGE VENT FIBERGLASS ROOFING SHINGLES OVER 30# BUILD. FELT OVER I/2" PLYWD. DECK ICE SHIELD TO BE AT LEAST TWO LAYERS OF FIBERGLASS ROO, INO, SHINGLES OVER UNDEKLAYMENT CEMENTED TOGETHER OR OF A 30# BUILD. FELT OVER: 1/2" PLYWD. DECK RIDGE STRAPPING @ I G" O.C. -EXTERIOR GRADE SHEATHING SELF ADHERING POLYMER MODIFIED BITUMEN OVER 2"AO" ROOF RAIIFTER5 ® 16" O.G. OVER TAO" ROOF RAFTERS 0 16" O.G. CONTINUOUS RIDGE VENT SHEET EXTENDING FROM THE EAVES EDGE TO A 13/4" X 1 1 7/5" ML LVL RIDGE PROVIDE HURRIGANE STRAPS 0 EACH PROVIDE HURRIGANE STRAPS © EACH SIDE OF EACH RAFTER (TYP.) RIDGE STRAPPING @ 16" O.C. POINT AT LEAST 24" INSIDE THE EXTERIOR WALL 51DE OF EAGH RAFTER (TYP) 2x4 COLLAR TIES AT 32" O.C. LINE OF THE BUILDING. T.O. RIDGE T.O. RIDGE 3 " 8" LVL RIDGE 2x4 COLLAR TIES AT 32" O.C. TYPIGAL GEILING GOMSTRUGTION GE1Llt�1G JOISTS 16" O.G. L�IITH 12 TYPICAL CEILING CONSTRUCTION CEILING JOISTS 16" O.G. WITH 12 /NA -1 & 1/4" R50 FIBERGLA55 INSULATION 710 - & 1/4" R30 FIBERGLASS INSULATION VALLEY FLASHING WITH VAPOR BARRIER AND 1/2'" GYP. BD. o WITH VAPOR BARRIER AND I/2" GYP. BOARD ! 0 ATTIC PROVIDE VENTILATION GUTTER � tl T.O. PLATES �,-,, LEADERS T.O. PLATES wry. M ...x , ..% _ ._ ram^ ^- ,A� z r — _ �M .:•,-r, : ti�~�x�'-`,.r � - r� �; �, a � ;. - �r� :�-��- -� - TYPICAL WALL CONSTRUCTION TYPICAL WALL CONSTRUCTION I ! SIDING AS SELECTED BY OWNER %z GYP. BD. SIDING AS SELECTED BY OWNER SUPER TUFF R-3.6 RIGID INSULATION TYVEK INFILTRATION BARRIER 1/2" GDX SUPER: TUFF R-3.6 RIGID INSULATION TYVEk; INFILTRATION I$ARRIER 1/2" GDX / i PLYWD. SHEATHING 2"x4" STUDS 0 16" O.G. PLYWD. SHEATHING 2"'x4" STUDS 0 16" O.G. i BEDROOM I C L. I1 ALL LAUNDRY INSULATION FACED FIBERGLASS j BEDROOM #2 p R-15 :RAFT FAGED FIIBERGLA55 / / INSULATION / WITH VAPOR BARRIER -iN co WITH VAPOR BARRIER: �N TYPICAL SECOND FLOOR CONSTRUCTION TYPICAL SECOND FLOOR GON5TRUGTION f� 5/4" GDX. SUBFLOOR OVER N 5/4" C:DX. 5UBFLOOR OVER N 16" TJI FLOOR JOISTS 16" TJI FJ W/ SOLID BRIDGING W/ SOLID BRIDGING T.O. SECOND FLOOR T.O. SECOND FLOOR T .OASIN S TYP. j T.O. PLATESFL TYPICAL FIRST FLOOR /f CONSTRUCTION _. 1 j" x W' LVL (FLUSH) HDR. I 5/4" GDX. SUBFLOOR OVER I TYPIGAL FIRST FLOOR GON5TRUGTION / / I 514 GDX. 5UBFL00R (OVER EXISTING SUBFLOOARTGHED REPAIRED EXISTING 2 x 8 FJ 16 O.G. ff, z KITCHEN I D BRID " FRONT DEN COMPUTER ' o PATGHED / REPAIRED' SUBFLOOR GREAT ROOM / o EXISTING 2 x 8 FJ 0 I6 O.G. & AND 5" W/ SOLI B GING AND 8 R 30 FIBERGLASS 1NSWLATION WITH — �,, 'I R 50 FIBERGLASS INSULATION p i r E WITH VAPOR BARRIER j ROOM COVERED VAPOR BARRIER L— —— i ti AGO DECKING A5 PER OWNER I I PORCH T.O. F IF'5T FLOOR T.O. FIRST FLOOR _ - - �. �.- ,. ..,--:.- ..- .s - - .. ... .. - -. - - _ 'if'",^ sr <°Y"„4`^',M`,r4' _� ., �- �J,y,sri ,<r -r`-�, - T,' .,:ti :,r`.i '_ ;1 --r - 1-„ •— -,,.. - _ T.O. FOUNDATION sKx1X xxxxxX'XXkk^x> _ T.O. FOUNDATION / Ji LGRADE COPPER TERMITE SHIELD __ __........ ,_ € .. ... ..; ( f?�C8 HDR. I 2X8 DJ 0 I6" O.G. ANCHOR BOLT (SEE SPEC) \—EXISTING O.G. GOPPER TERMITE 5HIEL.D 2x6 TREATED SILL ON EXISTING (3) X8 ANCHOR BOLT (SEE SPEC) -r / I 12 DIAM. P.G. FOOTING TO FIBERGLASS SILL SEAL 2x6 TREATED SILL ON NEW BASEMENT 1 - BE 36" MIN. BELOW GRADE I FIBERGLASS 51LL SEAL f ,/ EXISTING CRAWL SPACE I 2X8 LEDGER BOLTED TO DWELLING17 EXISTING BASEMENT f / 1 NOTE: GRADE VARIES TO SUPPORT DJ f// 4" P.G. SLAB W/ 6X PI OVER 6 MIL. POLYETHYLENE I V.I.F. HEIGHT TO GRADE FROM COMPACT FILL TYP. EXISTING FOUNDATION WALL f / VAPOR BARRIER ON 4 GRAVEL BED I$ COMPACTED I NEW REAR WOOD DECK T.O. BASEMENT SLAB _F � FILL WELL TAMPED IN 12" LAYERS. I T.O. BASEMENT SLAB EXISTING P.G. SLA B.O. FOOTING B.O. FOOTING NOTE: GRADE VARIES NEW e," P.G. FOUNDATION WALL Wr V.I.F. HEIGHT TO GRADE FROM K"'I5ECTION B I6 X 8- P.G. FOOTING WATER DAMP �`TIONI A NEW FRONT COVERED PORCH SCALE PROOFING AS PER SECTION R406 OF SE : I/4" = I '-0" THE RGNYS. ll.. I �!VV SCALE : 1/4" = I '-0" PROPOSED ADDITION AND ALTERATION DRAWINGS MODIFIED: NOVEMBEP 22, 20OG Young & Young �e �o 0r Nfi� °w DRAWING PREPARED NOVEMBER 2 1, 2000 DICKERSON RESIDENCE 400 Ostrander Avenue, Riverhead, New York 11901 �`� tFs�s SCALE: /4" = I'-o" 631-727-2303 4 �: _ ' ' JOB NO.: 2005_0429 '�1 AT MATTITUCK, TOWN OF 50UTIHOLD = DWG.: ...\Contract Drawing5V\-3 Howard W. Young, Land Surveyor 5UFFOLK COUNTY, NEW YORK Thomas C. Wolpert,, Professional Engineer �... r Robert C. Tast, Architect Ronald E. Pfuhl„ Landscape Architect Douglas E. Adams, Professional Engineer ell is'`�� to'• SECTIONS � � NAILING SCHEDULE (EXPOSURE IIBf11� PRESCRIPTIVE DE51GN LIMITATIONS: EXTEKIOP WALL STUDS REFER TO PLANS FO)R SIZE (AS PER 1 995 WFCM TABLE 3. 1) ATTRIBUTE LIMITATION REFERENCE SEE PROPOSED #SECTIONS FOR SP'ACING 11 SECTION FIGURE FLOOR JOISTS �'il 3`"p NUMBER OF NUMB 3 I.1.3.l e I.i 2 ER OF NUMBER OF STORIES REFER TO FLOORPUANS - COMMON NAILS BOX NAILS FOR SIZE 4 SPACING, CV z @ 3 o JOINT DESCRIPTION ANCHOR BOLT NAIL SPACING FLOOR SYSTEMS � m J015T BLOCKING NAIL TO R O O IF IFR A M I N G LUMBER JOIST SPAN 20 3.1.3.2a 25'-4" _ JOISTS JOIST SPACING 24" 3.1.3.2b - I G"d 1 2" ❑� PLATE D.C.PLATE WITH 8d AT 6" . RAFTER TO TOP PLATE(TOE-NAILED) (TABLE 3.3A) 3 -8d 3 - I Od PER RAFTER CANTILEVERS/SETBACK-SUPPORTING LOADBEARING 5HEARWALL OR NON-5HEARWALL D" 3.1.3.2c 2.1 a,d N/A El 4'-0"O.C.TYP.--Nt CANTILEVERS-SUPPORTING NON13EAPING 5HEARWALL OR NON-5HEARWALL L/4 3.1.3.2c 2.11, N/A - 2" IN. CEILING JOIST TO TOP PLATE(TOE-NAILED) (TABLE 3.3A) 3 -8d 3 - 101 PER J015T CANTILEVERS/SETBACK-SUPPORTING LOADBEARING 5HEARWALL 4D 3.1.3.3d 2.1 c,e N/A JOISTS CEILING JOIST TO PARALLEL RAFTER(FACE (HEEL JOINT) FLOOR VERTICAL FLOOR OFFSET D 3.1.3.2d 1.3 N/A W SLOTTED SQUARE DIAPHRAGMS FLOOR DIAPHRAGM ASPECT RATIO 4:I 3.I.3.2e I.6 1.7:1 O O1 WASHER(TYP.) RAFTER SLOPE: 3:12 22 - I Gd 22 -40d FLOOR DIAPHRAGM OPENING LESS OF 12'OR 3.1.3.2f 1.7 N/A (h CONCRETE FOUNDATION (TABLE 3.7) 4:12 1 7 - I Gd 17-406 5 12 EACH LAP 50%OF DIMENSION 311- REFER TO PLANS FOR BLOCKING 14- I Gd 14 -40d SIZE WALL SYSTEMS CONCRETE FOUNDATION REFER TO PLANS FOUR SIZE 7:12 I 0- 16d I O-40d LINE OF DOUBLE 2x6 SECTION A-A 9:1 2 AND GREATER8- I Gd 8 -40d WALL STUDS LOADBEARING WALL HEIGHT 10' 3. .3.3a 8'_0, 5/5"0 ANCHOR BOLT ❑� SILL PLATE BLOCKING NON-LOADBEARING WALL HEIGHT 20' 3.1.3.3a 8'-O" - - CEILING J015T LAPS OVER PARTITION (FACE-NAILED) WALL STUD SPACING 24" 3.1.3.3b I G" END'WALL RAFTER SLOPE: 3:1 2 22 - I Gd 22 -40d 5HEARWALL5 5HEARWALL PLAN OFFSET 4' 3.1.3.3c 1.2 N/A E WEB STIFFNERS EACH SIDE (TA.3LE3.7) 5:12 14- IGd 17 -4od EACH LAP SHEARWALLSEGMENT5ASPECTPATIO 31/2:1 3.1.3.3e 1.5 3.46:1 ANCHOR BOLT SPACING FLOOR BRACING ENDWALL JOIST BEARING ON WALL WITH END BLOCKING 5:12 14- 16d 14 -40d 7:12 10- 16d 10-40d ROOF SYSTEMS 9:1 2 AND GREATER 8 - I Gd 8 -40d RAFTER SPAN(HORIZONTAL PROJECTION) 20 3.1.3.4a - I G'-3" G- I SCALE NONE G- I SCALE : NONE G- I SCALE : NONE FIGURE 2.4a(WFCM-SBC 1995 HIGH WIND EDITION) LUMBER RAFTERS RAFTER SPACING 24" 3.1.3.4b - I G" COLLAR TIE TO RAFTER(FACE-NAILED) OVERHANG LENGTH LE55 OF 2'OK RAFTER 3.1.3.4c 2.1 f 1611 RAFTED.SLOPE: 3:1 2 7 - I Od 7 - 12d LENGTH/3 (TABLE 3.4) 4:1 2 6 - I Od G - 1 2d ROOF SLOPE FLAT- 1 2:1 2 3.1.3.4d - 10:1 2 5:1 2 4 - 1 Od 4 - 12d PER TIE ROOF ROOF DIAPHRAGM ASPECT RATIO 4:1 3.1.3.4c I.6 1.5:1 G:12 AND GREATER4 - 1 od 4 - 12d DIAPHRAGMS RIM JOIST. NAIL FLOOR JOISTS EXTERIOR WALL STUDS TO PLATE WITH 8d r- 2 -8d 2 - I Od EACH END 'EXCEPTIONS:MAXIMUM L/8 FOR CANTILEVER SUPPORTING ONLY A ROOF WITH A SPAN OF 28 FEET OR LESS. REFER TO FLOOR PLANS FOR SIZE REFER TO PLANS FOR SIZE it AT G"O.C. BLO..KlPL� i O RAFTER(�O._NAILED) SECTIONS FOR SPACING RIM BOARD TO RAFTER(END-NAILED) 2 - I Gd 3 - I Gd EACH END �SPACING W A L L F R A M I N G FLOOR AREA BRACE CONTINUOS LATERAL NAILS \1 13-I Od COMMON NAILS TOTAL CEILING JOIST BRACE @ 6'-0"O.C. 2-I Od NAILS @ 2x4 I BASEMENT AREA: 1 ,579 S.F. LATERAL BRACE EACH (BASED ON SHEATHING NAILED TOP PLATE TO TOP PLATE(FACE-NAILED) 2 -1 Gd 2 - I Gd PER FOOT SIMPSON L5TA3G WRAPPED JOIST WEB @ G"O.C.AT P'ANFL EDGE) AROUND DOUBLE SILL PLATE @ GABLE END TRUSS N ACH SIDE TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4 - I Gd 5 - I Gd JOINTS -EACH 51DE FIRST FLOOR AREA: I G"O.C. NOTE:Tcr WHEN REQUIRED. (TYPICAL)1 Od NAILS @ G"O.C. WALL MUST BE OF SUFFICIENT WIDTH TO PROVIDE THE REQUIRED STUD TO STUD (FACE-NAILED) 2 -1 Gd 2 - I Gd 24"O.C. LIVING: 1 ,283 S.F. GYPSUM BOARD NO FURRIN BEARING LENGTH FOR THE JOIST. GARAGE: 29G S.F. 2-IOd COMMON NAILS @ 5d COOLER NAILS @ 7"O.C. JOIST BEARING ON WALL WITH RIM JOISTS HEADER TO HEADER(FACE-NAILED) 16d I Gd 16" OC ALONG EDGES EACH PLATE 51MP50N C520 STRAP CONCRETE FOUNDATION 2x4 BLOCK NAILED TO EACH @ EACH BRACE FIGURE 2.4b(WFCM-5BC 1995 HIGH WIND EDITION) 2 - I Gd PER 2x4 STUD TOTAL: I ,579 S.F. REFER TO PLANS FOR 512E WITH 4-1 Od NAILS G- I SCALE : NONE TOP OR BOTTOM PLATE TO STUD(END-NAILED) 3 - I Gd PER 2x6 STUD NAILS BLOCKING AS REQUIRED BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJO15T OR MLOCKING 2 - I Gd 2 - I Gd PER FOOT SECOND FLOOR AREA: (FACE-NAILED) (BASED ON SHEATHING NAILED @ G"O.C. AT PANEL EDGE) 5d COOLER NAILS @ 7"O.C. ENDWALL STUDS F L O OI R FRAMING LIVING: I ,363 S.F. LOAD BEARING WALL ABOVE TOTAL: - S.F. FOUNDATION WALU FLOOR STRAPPING CEILING CONNECTION TO GABLE ENDWALL (STACKED OVER WALL BELOW) JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4 -8d 4 - 1 Od PER JOIST G- I SCALE : NONE G- I SCALE : NONE NAIL BLOCKING TO PLATE WITH BRIDGING TO JOIST(TOE-NAILED) 2 -8d 2 - I Od EACH END 8d AT G"O.C. BLOCKING TO JOIST(TOE-NAILED) 2 -8d 2 - 1 Od EACH END WEB STIFFENER EACH SIDE WHEN REQUIRED(TYPICAL) BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3 - I Gd 4 - I Gd EACH BLOCK CONTINUOUS RIDGE VENT 4x4 WOOD POST ROOF RAFTER 4 CEILING JOISTS JOIST BLOCKING 5UFFICFNT TO DECK JOIST REFER TO PLANS FOR SIZE# *SUPPORT LOAD LEDGER STRIP TO BEAM (FACE-NAILED) 3 - 16d 4 - I Gd EACH JOIST REFER TO PLANS FO)R SIZE SPACING 5IMP50N C520 @ IG"O.C. SPACING CONTINUOUS JOIST OVER BEARING WALL JOIST ON LEDGER TO BEAM (TOE-NAILED) 3 -8d 3 - I Od PER JOIST 8-8d COMMON NAILS IN EACH END G- I SCALE NONE FIGURE 2.4c(WFCM-5BC 1995 HIGH WIND EDITION) BAND JOIST TO JOIST(END-NAILED) 3 - I Gd 4- 16d PER JOIST OF STRAP MIN. I/2"0 THRU BOLTS 3'MIN. 8d NAILS @ 4"O.C. SEE 307.4 ROOF RAFTERS BAND J015T TO SILL OR TOP PLATE(TOE-NAILED) 2 - I Gd 2 - 16d PER FOOT REFER TO PLANS FOR SIZE @ { SPACING € 2i'\l 2" MAX R O O F S H E A T H I N G HEADER 6-I Gd COMMON NAILS @ EACH REFER TO PLAN FOR 512E SIDE BACKER BLOCK INSTALLED TIGHT NOTE: TO BOTTOM OF TOP FLANGE. STRUCTURAL PANELS: PANEL INTERMEDIATE RIDGE STRAP MAY BE SUBSTITUTED 51MP50N H2 @ I G"O.C. NAILS BPSED ON SHEAR WALL (TABLE 3.8) EDGES SUPPORTS FOR 2x6 COLLAR TIES IN UPPER 1/3 POST BASESIMPSON B44 REQUIREMENTS INTERIOR ZONE 8d I Od 4" G" OF ROOF @ I G"O.C. @ E COMMON NAILS @ EACH END CONCRETE FOOTING PERIMETER EDGE ZONE 8d I Od 4" 4" REFER TO PLANS FOX 517E EXTERIOR WALL STUDS REFER TO PLANS FOR SIZE 4 NO CEILING GABLE ENDWALL RA .E WITH LOOKOUT 3LOCK 8d I Od 4" 4" SECTIONS FOR SPACING DIAPHGARM5 RIDGE STRAP I i REQUIRED FILLER BLOCK CEILING SHEATHING CENTER 2x BLOCKING ON FRAMING ANCHOR G- I SCALE : NONE POST/JOIST CONNECTION RAFTER/TOP PLATE STRAPPING SHEATHIIIGJOINT EACH SIDE, GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE 1 O" FIELD/ I GABLE WOOD STRUCTURAL PANELS NOTE: G- I SCALE : NONE G- I SCALE : NONE GAABLE FACE+t ON WALL BELOW BASED CONNECTIOIN BETWEEN JOISTS NEEDS TO BE SUFFICIENT TO ON 5HEARWALL REQUIREMENTS ALLOW FOR LOAD TRANSFER BETWEEN MEMBERS 8HA I I. WALL SHEATHING STRUCTURAL PANEL INTERMEDIATE GABLE ENDWALL FRAMING STAIR STRINGER CONNECTION PANELS/HARDBOARD EDGES SUPPORTS G- I SCALE : NONE G- I SCALE : NONE FIGURE 2.Gc(WFCM-SBC 1995 HIGH WIND EDITION) (TABLE 3.9) INTERIOR ZONE 8d I Od G" G" EXTERIOR PL/ANAkLL 5fOP REFER TO PLAANS FOR SIZE+f 4' EDGE ZONE 8d I Od G" G I ;I I d p a SECTIONS FCDR SPACING I I I'u I I It I I I JOINT IN PLYWOOD PPLYWOOD FIBERBOARD PANELS: 1 I DECK J015T 7/1 6" Gd 3 - 3" EDGE/G" FIELD °I ` I REFER TO PLANS FOR 25/32" 8d 3 - 3" EDGE/G" FIELD 'I 1 SIZE SPACING (, j" I; II II I ROOF RAFTER*CEILING JOISTS GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE/ I O" FIELD I! p! I I ;g REFER TO PLANS FOR SIZE$ 8d NAILS @ 3"O.C. ,••; SPACING I I I I I 8d NAILS @ 6"O.C. FLOOR JOI5TT5 F L O OR S H E A T H I N G o� l �I �E �'I REFER TO FLCOOF\"LAN5 FOR SIZE HEADER pp I/2"0 LAG BOLT *SPACING REFER TO PLANS FOR SIZE STRUCTURAL PANELS: _ 6I I 0 i I I C _I_ 8d NAILS @ 6"D.C. - -^ _ @ 12"O.C. SIMPSON HH @EACH END I" OR LESS 8d I Od G" EDGE/ 12"FIELD CONCRETE FCDUNCPTION GREATER THAN I" I od I Gd G" EDGE/G"FIELD SIMP50N U21 O REFER TO PLANS FOR SIZE TOTAL NAILS AS PER HGR. @ I G"O.C. MANUFACTURER LINE OF FOUNDATION WOOD POST NAILING NOTES WALL REFER TO PLANS FOR SIZE I . NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" ON CENTER AT THE PANEL EDGE. IF WALL SHEATHING IS C:) TYPICAL PLYWOOD NAILING PATTERN LEDGER BOARD CONNECTIONG- I SCALE : NONE C NAILED 3" ON CENTER AT THE PANEL EDGE TO OBTAIIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL G- I SCALE : NONE CLIP P@ I " HURRICANE MEMBERS SHALL BE DOUBLED. OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE = H EADER/POST STRAPPING NAILS L OTAL .8-8d LOAD PATH. 5IMP50N CS I8#C5202. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE G- I SCALE : NONE _- PERMITTED TO BE REDUCED TO I - I Gd PER FOOT. EXTERIOR WALL SOP' T. STRAP 8-8d REFER TO PLANS FOR:SIZE t TOTAL TO. �BO 3. CORROSION RESISTANT I I GAGE ROOFING NAILS APND 16 GAGE STAPLES ARE PERMITTED; CHECK IBC FOR ADDITIONAL SECTIONS FOR 5PACHNG REQUIREMENTS. z 14"-15" SELF SEAL ADHESIVE ON Ln -= DECK JOIST 4. ALL QUANTITIES ARE BASED ON I G" OC SPACING FOR RAFTERS, JOISTS AND STUDS. BACK - � REFER TO PLANS FOR SIZE 4 ,✓'�.--NAIL GUIDE LINE 5. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH SIDE OF THE ROOF "I PEAK; THE 4 FOOT PERIMETER EDGE ZONE ATTACHMfENT REQUIREMENTS SHALL BE USED. SIMP50N C520 @ I(G"O.C. HEADER SPACING I SHEATHING F (U - 3/8"-7/1 6"(d ZINC COATED N � REFER TO PLAN FOR SIZE G. FOR.WALL SHEATHING WITHIN 4 FEET OF THE CORNEIRS, THE 4 FOOT EDGE ZONES ATTACHMENT REQUIREMENTS SHALL BE USED. - STEEL,SMOOTH SHANK AC4 EA.SIDE 28-I Gd _ ROOFING NAILS OR NAILS TOTAL J L --40 WOOD POST EGRESS WINDOW SCHEDILJLL (A�� SLEEPIfvG ROOM5) FLOOR JOISTS � F it � �_7 V-7 k�lAPPROVED EQUAL Ld REFER TO FLOOR PLANS FOK SIZE 4 G-I Cd COMMON NAILS @ EACH FLOOR ROOM NAME REQ'D CLEAR OPENING PROVIDED (S.F.) 3'_p" 5 5/8"NOMINAL UNEXPOSED SPACING SIDE L L THROUGH BOTH LAYERS SECOND BEDF;OOM 1 5.7 5.7 - SIMPSON P544 POST BASE SECOND BEDROOM 2 5.7 5.7 ROOF SHINGLE NAILING DETAIL - CONCRETE FOOTING SECOND BEDROOM 3 5.7 5.7 G- I SCALE : NONE Of STRAP MIN NAILS @EACH END REFER TO PLANS FOR SIZE EXTERIOR WALL STUD:5 CLIMATIC � GEOGRAPHIC DE51GN CRITERIA P,EFER TO PLANS FOR:SIZ t GROUND WIND SEISMIC SUBJECT TO DAMAGE BY WINTER ICE SHIELD SECTIONS FOR SPACIING SNOW (SPEED IN DE51GN WETHDE51GN UNDERLAY- FLOOD SPANDREL STRAPPING COLUMN CONNECTION LOAD MPH) CATEGORY ANGER- FRDEPTH05TNE TERMITE DECAY TEMP. REQUIRED HAZARDS 6- I SCALE : NONE G- I SCALE : NONE N/A PER MOD.TO SLIGHT TO 45 P5F 120 R 301.2.2 SEVERE 3'-0" HEAVY MODERATE 1 11 PROPOSED ADDITION AND ALTERATION DRAWINGS MODIFIED: NOVEMBER 22, 20OG IZS O N RES 1 D E N C E DRAWING PREPARED NOVEMBER 21, 200G Young & Young D I C KE 400 Ostrander Avenue, Riverhead, New York 11901 SCALE: I/4" = 1'-0' 031-727-2303 rj' s JOB NO.: 2005_0429 �12�p ��yC'��. ," AT MATTITUCK, TOWN OF SOUTHOLD DWG.: ...\Contract Drav✓ings\G-I Howard F. Young, Land Surveyor' ? r Thomas C. Wolpert, Professional Engimeer SUFFOLK COUNTY, NEW YORK Robert C. Tast, Architect ' Y�A Ronald E. Pfuhk Landscape Architeict } .;{ =' ; Douglas E. Adams, Professional Engimeer :, GENERAL INFORMATIONEll o