The URL can be used to link to this page

Home My WebLink About36560-Z o Town of Southold Annex 11/1/2013 P.O. Box 1179 54375 Main Road Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 36591 Date: 10/31/2013 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2535 Cedar Lane, East Marion, NY, SCTM 473889 Sec/Block/Lot: 37.4-10 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 7/11/2011 pursuant to which Building Permit No. 36560 dated 7/14/2011 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, to an existing one family dwelling as applied for per ZBA #6179, dated 8/21/06. The certificate is issued to Stein Family Residence Trust (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 36560 5/30/13 PLUMBERS CERTIFICATION DATED 10/31/13 Mil acobi Plumbing c Heat A or' ed Si ature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 7s N SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit 36560 Date: 7/14/2011 Permission is hereby granted to: Stein Family Residence Trust 5 Woods Witch Ln Chappaqua,NY 10514 To: Additions & Alterations to a Single Family Dwelling; Kitchen, Mud Room, Powder Room, as applied for. At premises located at: 2535 Cedar Lane, East Marion, NY SCTM # 473889 _ Sec/Block/Lot # 37.-4-10 Pursuant to application dated 7/11/2011 and approved by the Building Inspector. To expire on 1/1212013. Fees: CO - ALTERATION TO DWELLING $50.00 SINGLE FAMILY DWELLING - ADDITION OR ALTERATION $365.60 Total: $415.60 B ding Inspector Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: I . Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2110 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance Trom architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00/ / Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: 35- e_adal • 2 z-'~~n ,r House No. / Street Hamlet Owner or Owners of Property: SS4(57 /A) F4 u /L 7-/2 - U S T Suffolk County Tax Map No 1000, Section 3-1 Block / Lot / Subdivision Filed Map. Lot: Permit No. _-3 ro '5_6 0 Date of Permit. _-2- / - Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ L UaO~ Y Applicant Signature 1 gNFFO[,~ Town Hall Annex ~O~ Pe Telephone (631) 765-1802 54375 Main Road Fax (631) 765-9502 P.O. Box 1179 G • Southold, NY 11971-0959 '4yo1 f Sao! roger. richertatown.southold nv us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Stein Family Trust Address: 2535 Cedar Lane City: East Marion St: NY Zip: 11939 Building Permit 36560 Section: 37 Block: 4 Lot: 10 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: C-Cat Electric License No: 953-me SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 15 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 6 Smoke Detectors 2 Main Panel A/C Condenser Single Recpt Recessed Fixtures 14 CO Detectors 1 Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances 1-dw Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 20 Twist Lock Exit Fixtures TVSS. Other Equipment: 2-paddle fans, 2-exhaust fans Notes: Inspector Signature: Date: May 30 2013 Electrical Certificate.xls ~O~pE SOpl~ol~ Town Hall Annex Telephone (631) 765-1802 54375 Main Road Fax (631) 765-9502 P.O. Box 1179 Southold. New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. 3 S~~ 0 Owner: k P N 5-4Q j n( (Please print) Plumber: /-i G 2 'J.-ti l i 14 (Please print) I certify that the solder used in the water supply system contains less.than 2/10 of 1% lead. c (P ers Signature) Sworn to before me this day of_D ...o 20_2.3_- Notary Public County NOTARY PUBLIC, State of New York NO. 01 C04822563, Suffolk County Term Expires December 31, 24!1 r ~o~,~oF sour,, TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION i ST ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION x tFMING STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (F L) REMARKS: r DATE INSPECTOR o~~ofsolm TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] R H PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ =FIRE;ETY INSPECTION FIRE RESISTANT CONSTRUCTION [ T PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRIC FINAL) REMARKS: DATE INSPECTOR 4~7 3c sC, o~~,OF 8041,y_ * ®+1F TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] I LATION [ ] FRAMING / STRAPPING [ FINAL ( ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: C _ DATE ~a2 -3 INSPECTOR rtsf sail,, ~&5 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH)] ELECTRICAL (FINAL) REMARKS: DATE l INSPECTOR solvy TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ( ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR FIELD NIZ?MT DATE COMMENTS. FOUNDATION (1ST) gyp` FOUNDATION (2ND) I ROUGH FRAMING & PLUMBING j INSULATION PER N. Y. STATE ENERGY CODE y l0 FINAL ADDTPIONAL COMMENTS 0 / 2:01,77 -./n s G 7; r~ z 36 l - u ~rLc.• - aK d'Gi~ tlu °x tv TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 2/ 9 Survey www. northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. ''J Examined ` _ 20 Contact: Trustees Approved 7 ^ 201E Mail to: ~ 7 Phone: [ -a) 4, -7oo r Expiration OrL' , 20~ - Building Inspector 17 v LICATION FOR BUILDING PERMIT JUL - 8 2011 Date 20 BLDG. DEPT. INSTRUCTIONS TOWN OF IOUTHOLD a. This application MUSI be comp etely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, 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) 430 Green Way, Cutchogue, NY 11935 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Architect is applicant Name of owner of premises Stein Family Residence Trust (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. L: 1. Location of land on which proposed work will be done: 2535, Cedar Lane, East Marion, NY 11939 House Number Street RR Hamlet „ .y~,.~p.~ County Tax Map No. 1000 Section 37 Block 04 Lot 10, Subdivision Filed Map Ne°S • ;'t'• 4'.., Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 1 Family Residence b. Intended use and occupancy Same as Existing use/ occupancy 3. Nature of work (check which applicable): New Building Addition ? Alteration ? Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee 330.40 (To be paid on filing this application) 5. If dwelling, number of dwelling units 1 Number of dwelling units on each floor 1 If garage, number of cars 1 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 49.7' Rear 49.7' Depth 51.5' Height 22'-9" Number of Stories 1 Dimensions of same structure with alterations or additions: Front 49.7' Rear 49.7' Depth 51.5' Height 22'-9" Number of Stories 1 8. Dimensions of entire new construction: Front 49.7' Rear 49.7' Depth 51.5' Height 22'-9" Number of Stories 1 9. Size of lot: Front 99' Rear 100.94' Depth 129.2' 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated R-40 12. Does proposed construction violate any zoning law, ordinance or regulation. YES ? 13. Will lot be re-graded? YES_ NO ? Will excess fill be removed from premises? YES NO ? 2535 Cedar Lane 14. Names of Owner of premises Stein Family Trust Address East Marion, NY 11939 Phone No. (212)-816-5664 Name of Architect Nemschick & Silverman Arc. P.C.Address 430 Green Way Phone No (631)-734-7007 Name of Contractor Address Cutchoaue. NY 11935 Whone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetlan? *YES NO * IF YES, SOUTHO D USTEES & Y B QUIRED. b. Is this property within 300 feet of a tidal wetland? * YES ? NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. Letter of Non Jurisdiction Issued (see attached) 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 OF ) Ray Nemschick, AIA being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the Agent (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. Sworno before me thi day of zo14A N414/ - ZZZ4 .AHQi N ary b ' ature of plicant &ATIRENCE IL SILVERMAN N Public, State of New Yak Rey. No. 01314977025 Cua'tied in Suffolk Co (y eommlaelon Doren JNwrf Dec-07-2012 12:35pm From-NEMSCHICK SILVERMAN ARCHITECTS '8915632138 T-20~ F004'IeR8/ F-841 APPEALS BOARD MEMBERS ~UF souls Mailing Address: Gerard P. Goehdnger, Chainnan Southold Town Hail Ruth D. Oliva 4 53095 Main Road • P.O. Box 1179 James Dinizio, Jr. `P Southold, NY 11971-0959 Office Lncadon: Michael A. Simon O Town Annex /Fast Floor, North Fork Bank Leslie Kane$ Weisman 1~~0 54375 Main Road (at Youags Avenue) Southold, NY 11971 hnpr/southoldtown.nocthfork.net ZONING BOARD OF APPEALS U~' TOWN OF SOUTHOLD ~.Z Tel. (631) 765-1809 • Fax (631) 765-9064 6~P SDEPT, FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF AUGUST 21, 2008 Z13A # 6179 • Stein Family Trust Property Location. 2535 Cedar Dane, East Marion Map of Gardiners Ray Estates Lot 135 and part of 136 CTM 1000197-4-10 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 11 category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODF: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued a reply dated June 24, 2008 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter•community impact. Pronerty_Desarintion: The applicant's property consists of 13,174 square feet of buildable area (measured between the street and the bulkhead at high water), as shown on the survey dated April 10, 2000. The property is improved with a single- story house plus 201 square foot porch and 342 square foot garage, and has an existing lot coverage of 3,091 square feet of building area, or 23.3% of this buildable area (as per code). BaeiA of Auplica ion- Article =11, Section 280-1248, which states that non- conforming lots, measuring less than 20,000 square feet in total size, require a minimum front yard setback of 35 feet and a maximum lot coverage of 20 percent. Following the proposed construction of additions and alterations to an existing building an sory garage, the single dwelling will have a new front yard setback 7.5 and the lot wil ha 8.7 reent coverage. The rear addition be 204 square feet and would be built w ere a concrete patio now stands. In additiom the new ace story garage in a aide yard is not permitted pursuant to ti 1-11 ~ 5 which states that such accessory structure shall be r yard. 7OFC EII;G DE^i. 2012 Page 2 - August 21, 2008 ZBA N 6179 - Stein Family Trust CrM 37-4-10 Area Variance Relief Recuested: After removing the existing garage and porch, the applicant proposes to build a new front porch consisting of 201 square feet, a bedroom located on the front or western side of the house of 325 square feet and a rear one-story 204 square foot addition where a concrete patio now stands. In addition, the new 18.5 ft. by 22.6 ft. accessory garage will be in the side yard, as shown on the site plan PPl-dated July 30, 2007, prepared by Nemschick Silverman Architects, P.C. Amended Annlication: During the hearing the applicant was asked how he could reduce the lot coverage while still retaining the original concept of upgrading the home. The applicant agreed to remove the 201 square foot front porch to reduce the lot coverage (from 28% to 27.1%). He was also asked to place leaders and gutters for drainage of runoff water with a dry well in the front yard, and the applicant agreed. The setback for the smaller porch was increased to 10.2 feet, instead of 7.5 feet. Reasons for Board Action: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Town Law &267-b(3)(b)(3)(1) Grant of the variances will not produce an undesirable change in the neighborhood or a detriment to nearby properties. The homes around Spring Pond have a variety of styles and sizes. The additions are minor in relation to the small size of the lot. The garage will be rebuilt in the same foot print with a more pleasing exterior. The applicant has agreed to the suggestions to reduce the lot coverage suggested by the Board by reducing the front porch size from 201 square feet to 35 square feet, maintaining the existing front yard setback. 2. Town Law §267-b(3)b(3)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The lot of 13,174 square feet with Spring Pond on the East and FENM regulations as to elevations does not allow for much expansion. 3. Town Law &267.6(3)(6)(3)(3) The variance requested herein is substantial, since the existing lot coverage is nonconforming at 23.3%, and the applicant proposes an increase to 27.1%. 4. Town Law 267-6 3 b 3 5 . The difficulty has not been self created. 5. Town Law 267-6 b 3 4 . No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. Drainage into drywells and protection of environmental areas will be added to improve areas near the environmental areas. 6. Town Law 4267. Grant of the relief requested is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of new construction, while Doo-07-2012 12:36pm from-NEMSCHICK SUVERMAN ARCHITECTS 6315632139 T-207 P.005/006 P-841 PaS 3 - Aaguat 21, 2008 ZBA # 6179 - Stein F"y Thwt CIM 37-4-10 preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLIMON OF THE )34ARD: In considering all of the above factors and applying the balancing teat under New York Town Law 267.8, motion was offered by Member Oliva, seconded by Member Weisman, and duly carried, to Grant the relief requested amended by applicant, and shown on the amended site plan sheet PPl revised 7/25/08, and Drawings A•1 thru A-9 revised 7/25/08, all prepared by Nemechick Silverman Architects, P.C., subject to the following Condition; The construction shall comply with Southold Town Drainage Code and lot coy rage maximum of 27J% total (based on 18.174 agpare feet of land). Any deviation from the variance given such as extensions, or demolitions which' are not shown on the applicant's diagrams or aurvey 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: Memb Oliva, Simon and Weisman. Member Dinizio was eat. This so tion was y pied (4.0). erard P. Ooehringer, Ch man 3a /2008 Approved for Piling BOARD MEMBERS Southold Town Hail Leslie Kanes Weisman, Chairperson $oUryO 53095 Main Road • P.O. Box 1179 t0 !O Southold, NY 11971-0959 James Dinizio, Jr. Office Location: Gerard P. Goehringer co Town Annex /First Floor, Capital One Bank George Horning • ~O 54375 Main Road (at Youngs Avenue) Ken Schneider `,oU'M ~ Southold, NY 11971 IY1,, http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 • Fax (631) 765-9064 J ~Vj December 12, 2012 j - - D Nemschick Silverman Architects PC -r D Fr, 1 2012 160 Main Street, Suite 200 Sayville, New York 11782 BLDG. DEPT. RE: Stein Family Trust, ZBA #6179 ToN1N OF SOUTHOLo Dear Mr. Nemschick: I have reviewed your letter faxed to this office dated December 7, 2012, and the proposed site plan that you submitted with your request for a de minimus determination. Since you do not propose any changes to the front yard setback of 10.2 feet, and are actually proposing to decrease the lot coverage from 27.1%to 25.6% as granted in decision #6179, thereby making the lot coverage more conforming to the code, and you are not proposing any new nonconformity, I have determined that your requested modification is de minimus in nature. Please also note that the applicant must comply with Chapter 236 of the Town's drainage code. I will instruct the office to send a copy of this letter and your request, and a stamped approved copy of the amended site plan dated June 3, 2011 and labeled drawing no.PP-1, to the Building Department so that you can apply for a building permit. If you have any questions, please call the office. Sincerely, L L ie Kanes Weism Chairperson/Dept. Head CC: Michael Verity, Chief Building Inspector Dec-07-2012 12:35pm From-NEMSCHICK SILVERMAN ARCHITECTS 6315632130 T-207 P.002/006 F-841 .4 . Nemschick Silverman Architects P.C. the Du6iness of ARCHITECTURE." Zoning Board of Appeals Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, NY 11971 RE: ZBA #6179 - Stein Family Trust Property Location: 2535 Cedar Lane, East Marion Map of Gardiners Bay Estates Lot 135 and pan of 136 CTM 1000-37-4-10 ATTN: Leslie Weisman, As agent for the Stein Family Trust, Nemschick Silverman Architects request the attached minor changes to be considered de minimis in nature and substitute for the previously approved plans granted variance August 21, 2008. Said design has been amended to include the extension of existing first floor exterior entry decking 4'-0" wide by 24'-9" in length. Please note the granted lot coverage of 27.1 % will not increase, furthermore the proposed amendment will not create an increase in area non confornuty. _ Thank you in advance for your consideration Ray Nemschick, RA Nemschick Silverman Architects P.C. 430 Green Way, Cutchogue NY 11 PH:631.734.7007 x l 1 iQEr C~~L' r~~ 1, 2012 L 'I DG. DEPT. TO';9_GF W0 1 HOLD 430 Green Way • Cutchogue, New York 11935 631.734.7007 telephone • 631.734.7347 facsimile • www.ns-arch.com New York State Department of Environmental Conservation _ Division of Environmental Permits, Region One SUNY @ Stony Brook, 50 Circle Road, Stony Brook, NY 11790 - 3409 Phone: (631) 444-0365 • FAX: (631) 444-0360 Ishillo Website: www.dec.state.ny.us _ LETTER OF NON-JURISDICTION TIDAL WETLANDS ACT Emily Sharko February 14, 2008 Eric and Peter Stein 19 Warren Street Apt 2E New York, NY 10007 Re: Application #14738-03330/00004 Stein Property, 2535 Cedar Lane, East Marion S.C.T.M. #1000-37-4-10 Dear Ms. Sharko and Messrs. Stein: Based on the information you have submitted, the Department of Environmental Conservation (DEC) has determined that the property landward of the pre-existing (prior to 8/20/77) bulkhead, which is more than 100 feet in length, as shown on the survey prepared by Van Tuyl & Sons dated July 14, 1972 and confirmed on infrared aerial photograph #355, is beyond Tidal Wetlands Act (Article 25) jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hale bay berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, Laura J. Scovaz Permit Adminis for cc: Nemschick Silverman Architects P.C. NYSDEC, Marine Habitat Protection file (kaf) a ~ Town of Southold e Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM y p PROPERTY LOCATION S.C.TAL O: THE FOLLOWING ACTIONS MAY REQUIRE THE 8UBNII8SION OF A 1000 37 04 10 STO ATER, O DING, DRAINAGE AND ER ON NTROL P District section Block Lot CERTIFIED BY A DESIGN PROFESSIONAL Ira THE ST TE OF~IEY YO L Nom Number: (NOTE: A Check Mark (4) for each Question is Required for a Complete Application) Yes No 1 WIN this Project Retain All Storm-Water Run-0R Generated by a Two (2") Inch Rainfall on Site? a/ ? (This Item will Include all run-off created by site clearing and/or construction activities as well as an site L Improvements and the permanent creation of Impervious surfaces.) 2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Sae & Location? ? ? This Item shag Include all Proposed Grade Changes said Slopes Controlling Surface Waterflowl 3 Will this Project Require any Land Filling, Grading or Excavation where time is a change to the Natural ? Existing Grade Involving more then 200 Cubic Yards of Material within any Parcel? 4 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of ? . / Fwe Thousand (5,000) Square Feel of Ground Surface? L rJ Is there a Natural Water Course Rimnl g through the Site? Is this Project within the Trustees jurisdiction or within One Hundred (I W) feet of a Wetland or Beach? - 6 Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen (15) feet of Vertical Rise to ? One Hundred (100') of Horizontal Distance? - 7 Will Driveways, Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off ? into and/or in the direction of a Town right-of-way? 8 Wig this Project Require the Placement of Material; Removal of Vegetation and/or the Constmcton of ? . / any Item Within the Town Rightof-Way, or Road Shoulder Area? K (This Item will NOT Include the Installation of Driveway Aprons.) 9 Will this Project Require Site Preparation within the One Hundred (100) Year Floodplaln of any Watercourse? ? . / NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, a Storm Water, Grading, K Drainage & Erosion Control Plan Is Required and Must be Submitted for Review Prior to Issuance of Any Building ParmW EXEMPTION! Yes No Does this project meet the minimum standards for classification as. an Agricultural Project? Note: N You Answered Yea to this Question, a Storm-Wafer, Grading, Drainage & Erosion Control Plan Is NOT Requlredl _ STATE OF NEW YORK, COUNTY OF . Suffolk SS That I, Flay„IVemsch ick being duly sworn, deposes and says that he/she is the applicant for Permit, (Name of lmllvkf cal egrtp Document) And that he/she is the Af...ChitQCt (Ownar, Cm*aC or, AgoM, corporate Racer, eft.) Owner and/or representative of the Owner of Owner's, 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`¢est of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed herewith. \ Sworn to before me this; 11'' day of , 20.N. Notary Public: E. SILVERMAN I at g 'u, X0111111 J FORM - 06/07 eg. No. O1SI4477025 Qualified in Suffolk County ---...____OpRaniseion_ExPitaA,/Anuary22,2O.leJ E~~~ -~l~5l0 ~ hO~~,OF~liT,~~C? Town Hall Amex Tdepho (Gdq 7651804 54375 Main Road ~ru X681) 7 y P.O. Box 1179 f09er.ricFlert`o~lrrt.soritd.ny.us Saud oK NY 11971-0959 ~wYlli ~s BURRING DEPARTM NT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY. DO_,e__ Date: Z Z Company Name: G - - - - --Name: License No.: 3 Address: -oc~ SZ- Phone No.: g g - 'Pi y 4B3\- JOBSITE INFORMATION: (*Indicates required infonfnation) *Name: S .~s *Address: Z t?eck-wd Lll^. ~o ~1 J~or; s~ *cross street C ,mod., ~s C'z? G > *Phone No.: Permit No.: ln5 Tax Map District 1000 Section: 3-7 Block Lot 10 *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YES / NO Rough In 5'~Final *Do you need a Temp Certificate: YES non Temp Information (If needed) v *Service Size: 1 Phase 313hase 100 150 200 300 350 400 Other New Service: Re-conned Underground Number of Meters Change of Service Overhead `Additional Information: PAYMENT DUE WITH APPUCATION 1`~. C Q nn OJ 9~ Ca~[~ ~ 9f~ ~ )5, BCD 824Request for inspection Form 6 a lJJ Jan-16-2013 01:03pm FromsNEMISCHICK SILVERMIAN ARCHITECTS 6315632130 T-213 P.002/002 F-662 Nemschick Silverman Architects P-c. the busineSS of ARCHITECTURE." Building Department Town Hail Annex Building 54375 Route 25 P.O. Box 1179 Southold, NY 11971 RE: Permit # 36560 - Stein Family Trust Property Location: 2535 Cedar Lane, East Marion Map of Gardiners Bay Estates Lot 135 and part of 136 CTM 1000-37-4-10 To Whom it May Concern, As agent for the Stein Family Trust, Nemschick Silverman Architects request a 6 month extension of Permit # 36560. Sinc/~ Ray Nemschick, RA Nemschick Silverman Architects P.C. D ~n 430 Green Way, Cutchogue NY U D 11935 PH:631.734.7007 x11 BLDG. DEPT. TOWN OF SOUTHOLD 430 Green Way 9 Cutchogue, New Yo* 11935 • 631.734.7007 telephone 9 631.734.7347 facsimile • www.ns-arch.co ~o~apF SOUTyolo Town Hall Annex yy yy Telephone (631) 765-1802 54375 Main Road T T Fax (631) 765-9502 P.O. Box 1179 G Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD October 15, 2013 Stein Family Residence Trust 5 Woods Witch Ln Chappaqua NY 10514 Re: 2535 Cedar Lane, East Marion TO WHOM IT MAY CONCERN: The Following Items (if Checked) Are Needed To Complete Your Certificate of Occupancy: "Note: An Architect or Engineer needs to certify the (2) Pier Footings - See Enclosed Inspection Ticket dated 12/21/12 Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (Contact your electrician) A fee of $50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1184) Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept BUILDING PERMIT: 36560 - Addition/Alterations NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: _ Ground Snow Load: 20_. Wind Speed: 120MPH,_ Seismic Design Category: B Weathering: Severe Frost Depth: 36" _ Termite: M-H Decay: S-M Design Temp: 11 Iee Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FULE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: YIN WALL STUDS: YIN GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS: Y/N ROOF RAFTERS: YIN LUMBER SPECIES AND GRADE: Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N NrENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: YIN MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAMON LOCATION OF FIRE PROTECTION EQUIPMENT Y/N TRUSS DESIGN: YIN CERTIFICATION: Y/N ENERGY CALCS: Y/N (RESCHECK) ~2,01 D~ Ok TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) r rn 61 5 \ 23 QEC'~ ~ppO ~ ~ FRPME N . 255 uo~ \Ao ul N j PG \1N\~ 15 012YADVA \ LONGS (20 5F) N1/TN RES ID ~5 9 2N 8 FOO WAGk tHEAD WI SjEp P ~K \ ~~EG M~jER GANG WP / In %4\c- n t OZ Sj \ ~ k?£-MOVEEX,ST. 0 m slim WOW&TGm susvsr or N L079 135 & P/D 198 ,iy 2p GAHDUHlt 's. BsMTES N r 6AOD LM MARI 4~°jtN aA ^fi ' 1 - - , swrx~O~n c 9 A ~ o • \Pi 8? Y~y wlrou cowm. nin muc 3 534 \ ~1 - sn \u Y...oso-aw-l o ~t ~ ~ _ srnc \w' w~iafY~i~•• T 155 °a Yv gyp ~ ~ sac= GWGRMI=• ~rmaYS~uae mea 1 5 O mawrarwYrtmurr~a:saaer n t4 ~ / O., , . M rmr.e~.xemuu~m swv.YSa ? bl; ~ Ss J ~ 1 !tO Irv \ tom' 0 \ N `t•i. J l p 2 J~ 4 • 3 o `t b 556 .51 a a' 4 g O 3 pf pR 6 5 ~ y \ yY"- 06 Ste' r m lop 85a Cl W 'CA .oo 3 ti3p 5 y~ \ F4 PLOT PLAN 4 r-ve ~ H 1 S N ti W PLACE 0 e \L1b 0. ~ YtiQ. Nemxntek Bl:ae.mon A.6THwNS P.C. LsnnvwYw.oY avl ~ .ptinNl d.4~N Ya\.IW ~ ~'-`•~--"~"O~-~~4~'-'~~.\I1[l~1/!_J_.l-Y_~~. W9MJR\iMl rt pro T Iv...mnnwi Pi.nvrr PF P:.MIw•vnNle.n.aer. .oeY - nm ~a n REScheck Software Version 4.4.1 Compliance Certificate Project Title: Stein Residence Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Detached 1 or 2 Family Glazing Area Percentage: 17% Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: 2535 Cedar Lane Nemschick Silverman Architects P.C. East Marion, NY 11939 160 Main St Suite 200 Sayville, NY 11782 631-563-2130 ce: Passes using ILIA trade-off Compliance: 4.1%Better Than Code Maximum UA: 74 Your UA: 71 The % Better or Worse Than Code index reflects how close to compliance Me house Is based on code trade-off rules. It DOES NOT provMe an estimate of energy use or cost relative to a minimurff d. home. Gross Cavity Cont. Glazing JA Assembly Area or Perimeter J-Factor Ceiling kitchen cathedral: Cathedral Ceiling (no attic) 157 30.0 0.0 5 Skylight 1: Metal Frame:Double Pane with Low-E 6 0.540 3 Ceiling kitchen flat: Flat Ceiling or Scissor Truss 62 30.0 0.0 2 Ceiling study & powder rm: Flat Ceiling or Scissor Truss 157 30.0 0.0 5 Wall 1: Wood Frame, 16' o.c. 414 13.0 0.0 28 Window 1: Wood Frame:Double Pane with Low-E 70 0.300 21 Floor 1: All-Wood JOlst/Twss:Over Outside Air 201 30.0 0.0 7 Compliance Statement The proposed building design described here is co sistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.1 and to co I with the mandatory requirements listed in the REScheck Inspection Checklist. Name - Title Ig at Date Project Title: Stein Residence u Report date: 06115111 Data filename: P:\2007\07-1335 Stein Residence\Current\1335 stein\1335_ 061511_rescheck.rck Page 1 of 1 •~.~•~i• -0,6 o WOW h, et, i t~C n ~i - - Y-k 1 _ h i AVRAX/N& 51'MBOL LE&ENA7 ABBIREVIA 7i®M5 ZAL NOTES A. AREA OTY WANTITY 65NEPAL NOTES /ERTICALLY TO TWO 5 WELDING SHALL BE IN ACCORDANCE WITH AlN5 51ECIFICATION5 U51N5 SYMBOL DE5GR/P7,10N 5YMBOL 055GR/PT/ON A.B. ANCHOR BOLT RAD. RADIU5 L ALL NOW 15 TO A.C.I. AMERICAN RD. ROOF DRAIN LOCAL BUILDIN6 LL WORK 15 TO CONFORM TO THE RULES AND RE-6ULATION5 OF THE A EACH CONTRACTOR AND 5UBCONTRA6T0R 5HALL BE RESRON51BLE FOR p. MAXI kW 57EP OF FOOTIA65 SHALL BE ONE VERTICALLY TO OCAL BUILDING DEPARTMENT AND THE N.Y.5. BUILDING CON5TRUCTION MAINTAINING 5AFETY ON THE JOB 517E DURING THE 60ASTRZTION HORIZONTALLY WHERE ELEVATIONS CHANGE E70-XX ELKTRODE5. INSTITUTE RECPT RECEPTACLE ODE NO NOTE OR DETAIL OR LACK THEREOF SHALL BE CON5XERED PHASE TO COMPLY WITH THE RECULAATTON5 AND REQUIREMENT5 OF THE 12. ALL RETAINING WALL5 SHALL BE A056Y7ATELY BRACED DURA Y1 pBRACED DURING 6. ALL BOL T5 5HALL BE A5 IN A-325N AND SHALL BE IN5TALLED TO A 5NU6 ADA. AMERICANS WITH REINF REINFORCIN6 E. NO NOTE lN6 E 5 P.ELIEVIN6 THE CONTRACTOR FROM EXECUTION OF ALL WORK IN OCCUPATIONAL 5AFETY AND HEALTH ADMINISTRATION. TH15 5HALL COASTRUU6TION TO MAINTAIN 5AFETY AND STABILITY BACKF kBILITY BACKFILLING 5HALL CONDITION A5 DEFINED /MAW 5PE61FICATION5. DI5ABILITE5ACT ON. DOWN A5 PACCORDANCE WT SECTION ELEVATION ADH. APHE51VE OR DOOR CCOROANCE WITH ALL 5TATE AND/OR LOCAL CODES. INCLUDE, BUT` ARE NOT LIMITED TO. PROVIDIN5 ALLnN~ECE55ARY NOT BE FERMITTED UNTIL CONCRETE HAS ACHIEVED 903' OF TEMPORARY SUPPORTS AND BRACIN6 AS MAY BE REWRID PRIOR TO DE515N 57REAWH. IIEVED 90% OF THE SPECIFIED T ALL WELDER5 5HALL BE CURRENTLY CERTIFIED. THE FOLLOWING X TAG- SEE O TA6- SEE A.F.F. ABOVE Dom.. PETTA/I1LN6 z. ALL ELECTRICAL CERTIFICATION5 ARE ACCEPTABLE. NEW YORK 5TATE, NEW YORK CITY X-% DWG. AS DWG. AS FINI5HED FLOOR ILL ELECTRICAL hbRK TO BE FIRE UNDERWRITERS I115FECTED AND THE THE MTALLAT70N OF NEW 57RZTI RAL ELEMEN75, AS WELL AS FFROVED. SUBMIT CERTIFICATE TO OWNER UPON RECEIPT. ADEQUATE AND PROPER BARRICADES, RAILIN65, LIGHTl1YP, STAIRS ETC. 15 ALL CONCRETE 5HALL ATTAIN A MINIMUM 5TREN67H OF 3,00[ EN5IN OF 3,000 F5l a 20 DEPT 01'BUILDIN65, OR TE577N5 LABORATORYCERTIFICATION TO THE.AW5 NOTED NOTED AL T. ALTERNATE DWLS. DOWELS APPROVED. -101 AL?ALUM ALUMIMUM EA. EACH EXTERIOR REWIRED TO FROTECT THEWORKMAN, OWAER5 FER50NNEL AND DAYS FOUNDATION, SLABS ON GRADE AND CONCRETE EXPO? ONCRETE EXP05ED TO CODE. ANOD. ANODIZED E INSULATION 3. ELECTRICAL CON LEGTRIGAL CONTRACTOR TO VERIFY ELECTRICAL 5ERVICE AND PARCEL OTIi R5 FROM INJURY PUE TO C.ONSTFWTIONWORK. PROVIDE FREE WEATHER SHALL BE AIR ENTRAINED. FAIN T FINISH TAG- A.N5I. AMERICAN FINISH SYSTEM FOR ADEGY/ACY I OR ADEO/ACY IN FROVIDIAY NEW ELECTRICAL l(5TALLATION5 A5 AND SAFE PA55A6E FOR FER50 6 TO AND FROM AREAS AND 14. ALL CONCRETE REINFORCIN6 57EEL SHALL BE IN ACCORDAN E IN ACCORDANCE WITH A5TM I ALL STEEL AFTER FABRICATION 5HALL BE THOROUGHLY CLEANED OF RU5T, TAG- SEE SEE FINISH NATIONAL 5HOWN ON THE PL HOWN ON 7HE PLAN5. UPGRADE 5ERVIGE, METER AND PAAEL AS MAY FACILITIES YNNCH ARE TO REMAIN A-615 GRADE 60 DEFORMED BARS. DIRT, L005E MILL SCALE, AND OTHER FOREIGN MATTER. AFTER CLEANING, X DWG. AS x_x LEGEND d 57ANOAR225 FLECT ELECTRIC/-AL BEREauIRED. E REQUIRED. 20. FIGURED DIMEN51015 SHALL 6OVERN SMALL KALE DRAWlN65 WHERE 15. WELDED WIRE MESH SHALL BE IN A66ORDAN'CE WITH A57M A ' DIMEN5ION5 ARE E5TAaLI5EED BY COAll7ITION5. IF EXl5TIN6, EACH CEWITH ASTM A-195. 57EEL S/RFACES SHALL BE SHOP-PRIMED WITH ONE COAT OF MEAL PRIMER AND ONE COAT COLOR TO BE SELECTED BY OWNER. PAINT COA75 x-x NOTED CEILING FIN. N5nm7E ELEV?EL. ELEVATION LEGEND AFPROX APPROXIMATE EN6. EN51NffwED 4. ALL PLUMBW6 We tIL PLUMBING WORK TO BE IN 57RICT ACCORDANCEWITH NY.5. CODE CONTRACTOR SHALL ~ phEA~~~SU,RE EXI5TIN5 CONDITIONS PRIOR TO ORDERING l6. ALL 5TRUCTUR4L MEMBER5 SHALL ~BE PORED FOR THEIR FU D FOR THEIR FULL DEPTHS IN 5HALL BE FULL WETTIN5, APPLIED THORCYI5HLY AND EVENLY TO THE ARCH ARCHITECT/ EQ.. EOWUAL AND ALL AFPLIC, -URAL PLUMBING AVG. AVERAGE EQUIP. EOYUIPMENT s CONTRACTOR To W ALL APPLICABLE LOCAL RE6ULATlON5. MA7ER/AL5 AND COMhMIN6 WITH WORK ONE OPERATION CON57RUC7/ON _OINT5 S;KH A5 A DAYS PO A5 A DAYS POUR JOINT5 5URFACE5, AND FREE FROM 5PRAI- DL5T, RUNS OR SAGS. ONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, LE CONTRACTORS 21. GENERAL CONTRACTOR AND H15 5B5 ARE RE5PON5IBLE FOR ALL LAY- SHALL BE LaA7EJ IN THE MIDDLE OF THE MAIN NT r /ABILITY, WRKM4N5 COMPEN5ATION, COMPLETED OFERATION5, ETC, OUT hORK, INCLUVIN5 SPECIFIED LAY-GY T-DRANIA65 AS RBOUIRED. A6 REOA7E THE..HEMIIAL AND RO W HEN JOIOIN NTSTO EXPO PAN, MAIN REINFORCIN5 TO 2 PRIMER 5HALL BE RU5T-O-LEUM 1069 RU5T-INHIBITING PRIMER OR AG6E550RIE5 Bo, BOrroMOF Erc. ETCETERA uABL11YWORK~ XPO. 10INT5 TO EXP05E APPROVED EQUIVALENT SECOND COAT 5HALL BE RU5T-O-LEVM 1060, OR ELEVATION TA6- SEE BD. BOARD EX15T. EX15TN6 DEQUATE FOR THE FURP05E5 OF TH15 PROJECT AND F"5H FRODF OF GENERAL CONTRACTOR SHALL COORDINATE RE5PECTIVE SUBCONTRACTORS AGGREGATE FOR CHEMICAL BOND. APPROVED EQUIVALENT BENGHMARK AGGE55ORIE5 BLOC. BUILDIN6 ExP. ExPo5m ADEQUA A056VA TE FOR T FORT SAME TO THE OWNER PRIOR TO COMMENCING WITH hbRK 50 AS NOT TO CAUSE UA!O'E HARDSHIP, DELAY AND INTERFERENCE WITH /7 NO HORIZONTAL JOINTS SHALL BE PLACED IN WALLS EXCEPT 'WALLS EXCEPT A5 SHOWN ON 3 AFTER ERC-CTION, TOLL'H UP ALL FIELD CONNECTION5 AND ABRADED LEGEND B.F.P. BACK FLOW EXT. EXTERIOR SAt-ff To THE on PREVEWOR FD. FLOOR DRAIN 6. EACH SUBCONTR, EACH SUBCONTRACTOR SHALL 50MIT A DOPY OF H15 INSURANCE C0N9XT OR hlORK. THE DRAWIN65, Al nVI T THE APPROVAL OF THE ENGINEER. HE ENGINEER. 5URFACE5 WITH 5AME TYPE OF MATERIAL USED FOR SHOP COATIN5. ELK. BLACK FDN FOUNDATION COVERAGE (NOR OVERAGE #VRK1-AN5 WMPEN5ATION, LIABILITY, DI5ABIL17Y) TO 22, CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS WRK FROM THE I6. MAXAMNM LEN6TH5 OF FOUNDATION WALL POUR IN ONE OPER< R IN ONE OPERATION SHALL GYGOD EXTERIOR BLK'6. BLOCKING FIN FINI5H THE OWNER FRIOI ~H~IEp ~~OWNER PRIOR TO COMMENON5 h'ORK. EACH 5IECONTRACTOR SHALL 517E AND 015P05E OF IN A LEGAL MANNER ON AWEEKLY BA515 OR BE NO MORE 7HAN TWO CONSECUTIVE COLUMN 171M. OR 60 FE V DlM OR 60 FEET L ALL LUMBER 5HALL BE Da6LA5 FIR LARCH NO. 2, FB = 975 P51, FV = 95 FINISH TAG- BR6. BEARING FXT FIXTURE 50MlT LIEN RELE ROOM NUMBER ROOM ? SEE EXT. 57M. BOTTOM FLR. FLOOR N?/1T LIEN RELEA5E5 PRIOR TO RE-O'ESTING FINAL PAYMENT. SOONER IF CONDITIONS NARRANT l9. ONGREIE FOR 5EITIN6 ALL ANCHOR PSI, E = 1,600,000 PSI, MAXIMUM M015TVRE CONTENT t I9%. x MATERIAL BT.. BETWEEN FRZ FREEZER :ONTRACTOR SHALL AT ALL TIMES PROCEED WITH PVRK AS TO MINIMIZE 23. AT THE COMPLETION OF h'ORK, THE 517E 15 TO BE CLEARED OF ALL B CONTRACTOR 70 BE RE5PON5/BCE FOR SETTINGf 2. ALL 577)D LUMBER 5HALL BE DOUGLAS FIR LARCH STUD 6RADE, FB = 675 xxx TA6 LEGEND/SITE CAB. CABINET FT FEET/FOOT T CONTRACTOR 5H DE5Rl5 AND EXCE55 MATERIALS THE FACILITY l5 TO BE LEFT BROOM BOLTS AND LEVELING PLATES. NE OWNERS INCONVENIENCE, AND SHALL W 50 IN A WORKMAN-LIKE GLEANED AND WORK I5 TO BE COMIPIPIID TO THE TOTAL SATISFACTION 20. PROVIDE CONTINUQU5 2x6 TREATED SILL FLA7E OVER 7ERMT TE OVER 7ERMI7F 5HIELD P51, FV = 95 P5/, E = 445WOO P51, MAXIhNM M01571RE CONTENT ~ 1939. C.G.F. COMPACTED FTC. FOOTIN6 THE OWNERS INC GRAMMAR FILL CA. 6A6E/6UA6E MANNER. TANNER' OF THE OWNER PRIOR TO RELEASE OF FINAL PAYMENT. TIED INTO FOUNOATIONWALL5 Wl7H 5/B"ANCHOR BOL75 3b' IOR BOLT5 3b" o.c. (l'-0" 3 ALL WOOD 60N57RU6TION 5HALL COMPLYWITH THE NATIONAL DE51CN C.J. CONTROL JOINT GAL. GALLON 6ALV. GALVANIZED 6. ALL 5ALVA6EAE '4.L SALVA6EABLE MATERIAL5 AND EQUIPMENT INCLUDING FIXTURE5, MAX. FROM ALL CORNERS) WITH 10"min EMBEDMENT: PROVIDE DMENT PROVIDE 51LL 51`E5IFI6ATION FOR WOOD CON6TRI.5r1CN, LATEST EDITION, C1. CENTER LINE 6.c. GENERAL FURNI5HIN55 AM+ "-')H/AU5 AND DECOR ITEM5 SHALL BE 5TORID AND PROTECTID FROM 24. THE ARCHITECT HAS NOT BEEN RETAINED FOR ADMINISTRATION OF THE SEALER AND GROUT SILL PLATE TO WALL. 4. ALL ".9 EXP05ED TO WEATHER 5HALL BE CCA TREATED IN DOOR TAG- GL6. CEI11116 CONTRACTOR EXI5TIN6 WALL 6105 CLO5E 69. GRADE DAMAGE UNTIL T 7AMA6E UNTIL THE OMER DETERMINE5 THE COURSE OF ACTION TO BE CONSTRUCTION OF TH15 PROJECT. 21. FLOOR SLABS ON GRADE TO BE 4° POURED CONCRETE WITH )ONCRETE WITHry 6x6[~/~1C4X1.4 E.A. ACCORDANCE WITH AFPA 57ANDARD5. TO REMAIN 6LR. CLEAR a. CLA55 TAKEN WITH 5AM, AKEN WITH SAME 25. CONTRA67OR5 SHALL COOPERATE WITH ALL OTHER TRADES AND WHERE W/RE REINFORCING AND STEEL TROkEL FINISH. PROVIDE I12 iH. PROVIDE 1/2" "REMOULDED 5 ALL "D 60NNE5TOR5 5HALL BE BY 51MP50N; "TKO; OR x DDOR SGHD. GYP 6YP5UM cow. COLUMN ' N.C. HANDICAP 4. PROTECT AND M ?~RpO~TAECT AND MAINTAIN EXI571NG UTILITY LINES WHICH ARE TO RpECQUIRED INSTALL ALL BUILT-IN MRK, 5LEF/E5, INSERT5, ETC., AS EXPANSION,OJINTIN6 AT FLOOR SLAB AND FOUNDATION WAL 7YWAT10N WALL. PROVIDE 2" APPROVED EQUAL. (FOR HEATED 5PACE5). 6. MEMBER5 DE51CIWED A5 'GANG LAM" OR "LAMINATED VENEER LUMBER" GONG. CONCRETE coNo' CO ACCESSIBLE REMAIN IN 5ERVl ?IN IN 5ERVI6E IN SUCH A MANNER AS TO AVOID INTERRUPTION OF REWIRED FOR A COMPLETE JOB. (R-'O min) RI6ID lN5ULATION 2'-O" EACHWAY (FOR HEATED rtE/MA ~lr CONN. CONNECTION N.C. HaLOW CORE TIfESE LINCS. UM HAMW 5ITY ALTERED, CARPE ICH RDER E5E LINES. UNLE55 OTHERW15E N07D7, ALL EX157IN5 UTILITIES SHALL BE 26. 5EE NT 5. BUILDIN6 CON57RZTION CODE MANUAL FOR REQUIRID WOOD 22. ALL SLABS ON GRADE SHALL HAVE THI6KENIN55, DEPRESIC N65, DEPRE-5506, OR %VL" 5HALL BE MANUFACTURED IN ACCORDANCE WITH 5PECIFICATION_5 4EREIN OR ON BY LOUI5/ANA PACIFIC CORP. NO 5UB5T1TVTE5 SHALL BE PERMITTED WINDOW TAkG- CONST. CON57RUCTION WHD. HEE ALTERED, CAPPm OR RELOCA7ID IN A MANNER APPROVED BY THE HEWLE. OPEN1155, ETC., AS REWIRED OR AS 5HOWN HEREIN OR ON 5OVERNMENTAL AUTHORITlE5 AND UTlL17Y COMPAh1F5 HAVING .EIRI5DICTION FRAME NAILING x ARCHITECTURAL DRAWIN55. WITHOUT THE ENGINEERS AFFROVAL. DE516H 57RE55E5 ARE A5 FOLLOWS: Ox SGHEDULE 4 = _ = EXI5TIN6 WALLS CONT. 6ONTINUOU5 HDW' HARDW^ZE 6OVERNMENrAL DOOR SGHD. TO BE REMOVED CONTR. CONTRACTOR 50 AS TO 6VAARANTEE A COMPLETE IN57ALLATION EAM5 AND 5L 65. FB = 2,9.`,0P51, FV= 290"51, E = 2,000.OOOP51 I 6. r. CERAMIC TILE HDhID. ~H{ApR~DpWyyOOD50 AS TO 6UAR C5.1. CON57RUCTION H.H. CONTRA OR(Sl' 11. CONTRACTOR 5H CONCRETE 23. PROVIDE BEAR/ ON WALLS OR BEAMS 4" FOR BEAMS b- fi OR SLABS 9" FOR BEAM5, 7 THE ARCHITECT 5NALL PROVIDE CALCULATION5 TO THE CONTRACTOR FOR 5PECIF16ATION HT HE16HT ADJACENT TO HI :ON7RAGTOR SHALL PROTEC T PA7GH AND REPAIR ALL EXISTING YOURK ADJACENT TO HI5 WORK OR DAMAGED AS A RESULT OF HIS WORK UO.m.. ~pn VERIFICATION OF LOAD5 AND BEAM 5/ZE5 WITH MFR. PRIOR TO ORDERING IN57I71TE H.VA.C. HEATING, VERE EX15TIN614A7ER/AL5 ARE TO BE MATCHED, CARE 15 TO BE L ALL CONCRETE WORK 50ALL CONFORM WITH THE REQUIREMENT5 OF THE 24 TOP ELEVATION OF 5LA65 SHALL VARY ACCORDING TO FINI: ORDIN6 TO FINI5H FLOOR A~~INDMANUF46TURE NOTIFYARCHITECTOFANYDl5CREPANCIE5,IN PROPOSED WALLS Co. CU91C VENTILATION AIR WHEREEXI5TIN6 TAKEN IN BLENDING 60LOR5 AND REPLICATING ADJACENT FORMS AND AMERICAN CONCRETE INSTITUTE A.G.I. SO LATEST EDITION. MATERIAL, SEE ARCHITECTURAL 5PANIA65. WITIN6, 5HOULD THERE BE A PROBLEM REVISION REFER TO M. DOU&E CCND/TIOMAI6 TAKEN IN BLEND, Q :ONTOUR 2 CONCRETE CONTRACTOR TO SET AND PLACE FORMS WITH STRICT 25. IN ANY APPROVID CON5TRLCTIONJOINT PROVIDE 2"X 4"KE )VIDE 2"X 4"KEY MIN. AND 24 6. THE CONTRACTOR 5HALL BE RE519ON5I3LE FOR COORDINATING ALL TA6 FLOOR PLANS DEC D55RFF5 L6. 15QLATED 6RGbWD CONTOUR 5. FOR SIZE DIX DIAMETER INCHES INCL. INCLWE169 3EFORE S'IBMITTIN6 ANY PROPOSAL, IT SHALL BE THE RESPONSIBILITY ATTENTION AND CARE TO ALL DATUM, FLOOR AND GRADE ELEVATION5. BAR DIAMETER LAP (l6" MIN) OF REINFORCIN5, EXCEPT FOR 6, EXCEPT FOR 5LA55 ON REQUIRED 1N5FECTION5 OF THE R066H AND FINAL FRAMING DIM DIMENSION 12. BEFORE SUBMITT INFO. INFORMATION 1N INSULATION INSTIL. IN5TALLATIOW OF THE CON72At 7F THE CONTRACTOR TO FAMILIARIZE HIMSELF 017H ALL EX1571N5 GRADE 9. THE DE5l5N LIVE LOAD IN LIVING AREA5 15 40 P5F (OL=IO P5F) ATTIC LIVE INT. r INTERIOR INSTALLED CONVITION5, MW 3 CONCRETE PROTECTION FOR REINFORCEMENT SHALL CONFORM TO LATEST .OADITIONS, MATERIALS TO BE MATCHED, hbRKIN6 SPADE AVAILABLE, 26. SLAB ON GRADE SHALL BE POURED IN STRIPS. CON57RUCTlO 5. CON5TRUCTION OR CONTROL LOAD 15 20 P5F (DL=5P5F) ROOF LOAD 15 45 P5F GROUND SNOW LOAD REFER TO JT. JOINT ST RM. ROOM EXECUTION OFT SAFETY PRECAUTIONS, ETC, REQUIRED FOR THE SAFE AND EXPEDITIOUS A.Cl SPECIFICATION .OIN75 5HALL HAVE A MAXIInIUM 5PACINY OF.30'-O" IN EITHE `.'o'-O" IN EITHER DIRECTION. (DL=YO F5F). ROOF 5PAN5 AND 5PAN5 IN L1V1N5 AREA5 ARE LIMITED TO A t. FL DEFLECTION OF L/360. EXISTING DOOR PROPOSED DOOR 6T. JQ JOI15r Neox ,EQq RULED SAFETY PR56AU 1 .)EOlTION OF THIS CONTRACT. FAILURE TO DD 50 HILL NOT BE 4. ALL TEMPERATURE REINFORCING SHALL BE SUFFICIENTLY Eh®EDOED TO MfUC,IMR/M AREA OF POW SHALL BE 2700 SQ. FT. TO REMAIN FLOOR PLANS Jr R.O. RAN OPENING CA16E FOR EXIT AND SGHED. IN. ~~1~ RT..U. ROOF TOP UNIT CONTACT THE A) :AUSE FOR EXTRA COSTS TO THE OWNER OR OWNERS RET'RESENTATIVES. DEVELOP FULL 5TRENOTH IN ALL CONCRETE WALLS AND 5LAB5. 27. ALL WALL AND PIER FOOTM5 SHALL BE MINIMUUM 12" THICK :0117AGT THE ARCHI7ECT IMMEDIATELY IF FIELD CONDITIONS ARE VI14,11f 12" THICK AND PROJECT /O. ALL CONCEALED 5PACE5 IN WOOD FRAMIN5 5HALL ~BEFIRE5TOFPED WITH FOR SIZE LAN. LAATOR 5AN. 5ANITARY CONTACT THE AI LAV LAVATORY 5.C. SOLID CORE FOUND TO BE oT r-O/ND TO BE OTHER TITAN TH05E SHOWN HEREON PRIOR TO PROCEEDING 5. PROVIDE ADEQUATE T155 FOR ALL STEEL REINFORCED IN SLABS, BEAM5, 6"MINI1lUM BEYOND ALL FACES OF WALL5 AND PIER5 tME5 ND PIER5 UNLE55 OTHERWI5E WOOD BLOCKIN5 ACCURATELY FITTED TO FILL THE v,C a.N1N5 AND ARRANGED TO PREVENT DRAFT5 FROM MOVING FROM ONE SPACE TO ANOTHER. LBS. POUNDS PlER5, AND WALL5, REINFORCED TO BE HELD AT CORRECT DISTANCE FROM NOTED. WITH NORK AFFE6 7ID BY SAME L.F. LINEAL FOOT SGHD. 56HEDULE WITH WORK AFFL PROPOSED L.P. LOW POINT SEC 5 F. T. ~A SECTI~ON FEET I3. CONTRACTOR 5I FORMS AND EARTH BY STEEL CHAIRS OR TIES 28. GROUT USID SHALL BE NON-FERROUS NON-SHRINK GROUT BY ACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO y :OMR SHALL IRINK GROUT BY IN-PAKT AND ll. PROVIDE BRID6/N6 0'-G' o.6. MAX (50LID OR 6RO55 BRIO6IN6). 7 DAY5. 12. N071CHE5 OR hOLE5 FOR P1P1N5 ETC. IN STRUCTURAL FRAMING MEMBER5 EXISTIN6 DOOR MAIL. MATERIAL FABRICATION LA ATTAIN A 57RENG TH OF f 000 P5/ IN 7 DAYS. ABRICATION 6. FOLLOW C.R.S.I. RULES FOR PCING ALL REINFORCING STEEL AND TO BE REMOVED FIXTURES MAX. MAXIMM 5HT. SHEET 715CREPANUE5, ERRORS, OM155ION5, ETC., IN ANY PORTION OF THE ACCESSORIES. 29. ALL SLAB TEMPERA TIRE REINFORCEMENT TO BE FIBERtIE5H 7 BE FIBERME5H CONCRETE SHALL NOT BE PERMITTED. RME5H CO. OR APPROVED 13. DOUBLE J015T5 UNDER ALL PARTITIONS RUNNING PARALLEL WITH THE JOISTS. FOR FUTURE MECH. MECHANICAL 51M 51MILAR 14. 1215CREPANCIE5, MFG. MAAWACTURER 5M 5MMALL DRAnWcUN~6~N5AWHIC) DRAWIN65 LWHICH ARE AT VARIANCE Wl7H THE LAW ORDIHAN5E5, RULE5 REINFORCEMENT AS MAAVFACTURID BY FIBERME5H CO. OR N ACCORDANCE TO 14. ALL FLOOR AND 5KY116HT OPENIN65 ARE TO BE FRAMED WITH DOUBLE MIN MINIMUM 51`565. 5PECIFICATION5 OR REGULATIOK 1/LATlONS, BEARING ON THE GONOG'GT OF THE hlORK SHALL BE 7 CONTRACTOR SHALL n5CUcBM~I~T CONCRETE MIX REPORT WITH EQUAL. M/XIN5 AND PLACEMENT SHALL BE IN ACCORDANCE OR RC6 COMPRE55ION TEST RE5ULT5 TO ENGINEER FOR REVIEW PRIOR TO MAMPA671PER5 5FE6IFICATION5. HEAOER5 AND TRIMMER5, FULLY JOINED W1TH 57EEL BR196E5 OR "TEC05". REPOR7ED PROMPTLY TO THE ARCHITECT 5TARTIN6 FOUNDATION 6ON57IWTION. 15. TO ELIMINATE THE HAZARD OF MOISTURE CONDENSATION IN COLD WEATHER, T ~Ay W ~y Ml5c. MISCELLANEOUS 50. 56 ARE REPORTED PROI L l5 / f/~~11 T /N~d MR RE 5N AMT 55,5,S6 ~ NLE55 5TEEl. l5. IFGONDITION5 E R 57D. STANDARD FROM MAT 15 S IF CONDITION5 ENCOUNIERED aRM6 COISTRUCTION DIFFER STErEL AND TO PERMIT THE E5CAPE OF HEAT IN HOT WEATHER. VENTILATION OF FROM MAT 15 5WM ON DRANN65, THE EN61VEER SHALL BE B. REPRESENTATIVE TEST GYLINDER5 SHALL BE TAKEN FROM THE CONCRETE I ALL 57EEL FABRICATION AND ERECTION SHALL GQNFORM TL LL C~~QQNFORM TO Alx ATTIC AND CRAWL SPACES /S REQUIRED. BLOCKING AND BRIDGING 5HOULD Mm. O ~~UNTE NT L 577. 57FF1 MR. METAL NOTIFIED IMMED NOTIFIED IMMEDIATELY ANDWORK SHALL NOT PR05RE55 UNTIL. PLACED EACH DAY IN ACCORDANCE WITH CONCRETE 5P.CIFlCAT10N5. 5FECIFICAT10N5 FOR STRUCTURAL 57EEL, LA7ES IT10N TESY DITION BE ARRANGED 50 A5 NOT TO INTERFERE WITH THE MOVEMENT OF AIR. GS-I - N07E5, LEGEND, ABBREVIATIONS AND W61. NOT IN CONTRACT 5~~TmAXT. 57RKTURF?-AL ALL PROBLEM5 NOM 0 NOMINAL _„n/L. SUPPLY/-IED EN61NEER. ALL PROBLEMS ARE RESOLVED TO THE 5AT15FACTION OF THE TE57IN5 SHALL BE PERFORMED AT 7 AND 25 DAYS. EN'61AUIFR ALL 57RGL'TURAL STEEL SHALL A57M A-36, EXCEPT STRU TI= V1, EXCEPT STRUCTURAL TUBE 16. ALL CATHEDRAL CEILIN65 SHALL HAVE CONTINL06 VENTILATION FROM S.F. NATIONAL r/ TOP OF 16. ALL SUBCONTRA STRUCTURAL PIPE YVHICH SHALL EAVE5 To RI06E. 51ZE INSULATION ACCORDINGLY. PROVIDE 3/4" dla. VENT HOLE5 A5 NEEDED THRU 5KYLl6HT FRAMING TO MAINTAIN COKINVOU5 PLUMBING RI5ER DIAGRAM N6 NUMBER 505F. V 5U5FENDED 5ANITATION TB. THROWH BOLT OBTAINING APPF ALL SUBGONTRACTOR5 SHALL BE RESPONSIBLE FOR F1LIN5 AND 9. ALL MESH SHALL BE 5PL16E9 50 THAT 7HE OVERLAP BETWEEN OUTERMOST 2' T'?ffICH SHALL BE A57M A500 GRADE B. AND STRUCTURAL P6 OBTAINING APPROVALS FOR THEIR OJORKWHICH MAY BE RECN/IRID. 6RO55 W/RE5 OF EACH 5/EET 15 NOT LE55 THAN THE 5PA61W OF THE BE A57M A501. 1=1=-/ - PLOT PLAN $ DtR KAELL GALOULA7ION5 FOUNDATION TeB roP s BarroM MT.5. NOT TO SCALE T$6 TONGUE f GROOVE GRO55 WIRES PLUS TAV INCHES, UNLE55 OTHERTWI5E 5WXN ON THE 3. ALL STRUCTURAL 57EEL USED A5 EXTERIOR WALL LIN7EL5 S WALL LINTELS SHFil.L BE VENTILATION l7. DOUBLE JOl5T5 UNDER ENTIRE BATHROOM AREA UNLE55 OTHERWI5E NOTED. O.R. OVER ALL TEMP. TEMPERED /7. ALL 5UBGONT74 ALL 000NTRACTOR5 SHALL PROVIDE ALL EQUIPMENT TOOLS, PENCE5, DRAWING. 6AL.VAN/ZED/~. A-I - FOUNDATION PLAN AND DETA/LO O.c. ON CENTER Tm. TYPICAL Tc2vAc~N5~IP~ORTATIC TRANSPORTATION SAFEGUARDS, ETC., AS REQUIRED FOR THE PROPER /0 ALL FOUNDATIONS SHALL BE CA5T ON UNDl57vRBED OR CONTROLLED 4. BEAMM CONNEGTION5 SHALL BE PE516AED TO WITHSTAND ONE EXECUTION OF 77E1R WORK COMPACTEO 501L HAVING A MINIMAIM BEARING CAPACITY OF Th0 (2) TONS MAXII- UM ALLOWABLE UNIFORM LOAD FOR THE PARTICULAR WITHSTAND ONE-HALF THE 19. THE CONTRACTOR SHALL INCORPORATE ALL REWIRED 5TRAP5, ANGLES, OPN6. OFENINC UL. UNDERNRITER5 L^LW,ION OFT ' 6, pNYDEUiaTOM VE PARTICULAR BEAM AND TIES SUPPORTS, ETC. A5 MAY BE RE-GUIRED FOR PROTECTION OF 5TRXTVRE GATED ON DRAWIN55, FROM FORCE5 OF NATURE 71/15 INCLUDES: ROOF TO ROOF, ROOF TO WALLS A-2 - FIR57 FLOOR PLAN AND DEMOL/T/ON PLAN OPT. OPTIONAL LAL90RATORIE5 O P P . O P P O S I T E W LEIRAVIOLE7 ANY DEVIATIONS FROM THE ARCH17ECT5 DRAWLN55 MIST BE 5'LBMITTED PER 54/ARE FOOT UXE55 OTHERN15E NOTED ECT TO FELD SPAN GONDITION5 SWAN OR THE LOAD INDICATED ON DRAG WALL5 TO WALL5 AND WALL5 TO FOUNDATION THE5E FA57ENER5 / TIE5 A-8 - ROOF FRAMING PLAN PL. PLATE V. VOLT/VOLTA6E TO THEARCH17E TO THE ARCHITECT IN MIT1NG FOR APPROVAL. INSPECTION AND VERIFICATION BY CONTRACTOR). WHICHEVER 15 GREATER. SHALL BE A5 MFRD BY 51MF50N OR APPROVED EQUAL. PLMB. PLUMBIN5 V.B. VAPOR BARRIER A-4 - vA7/ON5 PLYhD. PLYWOOD V.P. } VENrPIPE APPROVEDF APPROVED AS NOTED ,n _ pp' L PAIRA YCK YnX ?,.L A-5 - ELEVAT/ONO PRER PmRECPAwanOW PC. wmuwmour D, E E 3-UB. E Z_3-IIB.P. FREPARED WD. ,345, 6O By A-6 - 5ECTION5 AND DETAILS P.5.F. FaWD5PER ~N NI/pooN ~ SQUARE FOOT N.H. NA TER NEATER PROOF ,•vr.R ,'vrR ,'vTR Fy BUILDING DEPARTMENT AT IB'ABOVEROOF N ''FY BUILDING C TYP T- "K12 8 AM TO 'd02 8 AM TO 4 PM FOR THE NME: A-7 - STANDARD STRAPPING 4 CONNECTION DETAILS P.5.1. FaW5PER W. ~6 4'/ARE INCH W'T WEIGHT F( J'NING INS°EC J'N''ING INS°ECTIONS' r. MAINAEEFI^4 LNIT59ALL~ 601,eUD WW'F kIELOED RE A-6 - SCHEDULES PT. PART/POINT FABRIC FABRIC 1 )UM)ATION-TV I IR PUURED C01 IUM)ATION-TWO REQUIRED IN n~FlELO, enzEOON aMC~ h45MLIW ANO LOCATION of Vfl?5TACK PlS ,R PUIIRED CONCRETE AouSr VENTAAD rusTe srffi ACCOrs A&r PVMT PAVEMENT I 1 2. SH FRAMING,P _SH FRAMING, PLUMBING, flA5®uv TA mal Arm P dCFA I I Rq.GGA7ID ::Q'-ING ELECTI -LQ-IdG ELECTRICAL&CAULKING NY5& COVE ~p/~~/~y I UnUTY ASY 3 ~,T'JLATION ~'JLATION 2 ALL .ASfLYUNES TO e IhSb"1 PROMEX157INS RELOCATED Fill 4 Od CONSTRUCT BA7iRGbM -t-`~ T -~P ST PE COMPLETE 4`d CONSTRUCTION & ELECTRICAL E T PE COMPLETE FOR C 0 ---f KITGA®J z•v I i AI' .ONSTRUCTION SN ONSTRUCTION SHALL MEET THE RE. IIREMENTS OF Ti- r -r r , I Il vz•v Iu2'~ 112' VI IIREMENTS OF THE CODES OF NEW ELECTRICAL ENERGY GON55RVAT/ON NOTE: IWO KITChM5AK I I I YC STATE NOT REST STATE NOT RESPONSIBLE FOR PLUMBING D6T I I ILAV DEIGN OR CONSTRUC LAVI I Edr ac. 1-44 na Ti 3N OR CONSTRUCTION ERRORS. i yLVAUA LINIS~,WAbTE ~p~D, INSPECTION REQUIRED 1. ALL WORK ON THI5 PROJECT 5HALL CONFORM TO THE NEW YORK 5TATE ENERGY THE MTIE5 OF THE ARCHITECT AND HI5 EMPLOYEES OR A6ENT5 5HALL TESTINQBEFORE00 ER'ING CONSERVATION CONSTRLU'TION CpDE. (LATEST EDITIOFII. TERMINATE WITH THE COMPLETION AND DELIVERY OF NORKIN6 DRAWIN65. ~n~ THE ARCHITECT 15 NOT RE5PDN5/BLE FO~RC ~51PERVl510N OF CONSTRUCTION COMPLY WITH ALL CODES OF 2. TH15 FRO.ECT l5 DE516Nm ACCORDING r0 PART - 5 OF THE NY5 ENERGY OF THE PROJECT NOR DOES THE ARCHIT56T HAVE AUTHORITY TO ACT ON Hf RSTFLLGiZ CT"7 I H 1 D 1 `KlT _ _ FRES'I AIR INTAKE SGfdB 6ON5ERVATION AND CON5TWKT10N CODE, 'BUILDING DE516N BY ENVELOPE BEHALF OF THE ONNER OR THE CONTRACTOR UNLE55 NOTED OTHERN155 IN' g"M B' sRAnE PLUMBERCERTIFIWION NEW YORK STATE & TOWN CODES METHOD" (TABLE 5022), UNDER ZONE IIB (5)PFOLK CCOTYI WRITI16. 3. ALL EXP05ED HOT HATER PIP/N6 AND/OR HEATl & &X75 TO BE INSULATED A5 n~/ LO. LA.I TRAP GO. ONLEAO'CDy AITSEIRORE AS REQUIRE PER SEC, E--03331 AND E504.5 0CTHE NY5 ENERGY CODE. THE ARCHITECT 5HALL NOT BE RE5PON5IBLE FOR THE AGT5 OR OMI55/ON5 CERTIFICATE" QF 000UPANCY 1THOLD <WNPLANNING SOLDER ABED IN WATER GOUT BOARD OF THE CONTRACTOR OR ANY SUB-CONTRACTOR OR ANY OF THE FROM EX617AIS AFE/DAV/T OF ENERGY GODS CONFORMANCE : CONTRACTORS OR 5B-CONTRACroes EMPLO 1 ESES OR AGENTS OR avY r- SA7MWOM- - SUP,PLYSYSTEMCANNOT SO OLD EES kE, ~NEM5~nC~HAICK 5ILVERMAN ARCHITECT5 P.C., ACKNONLED65 AND OTHER PERSON5 FERFORMING ANY OF THE MIRK. II I I IT - I I I I ~ Exz ~ I I EXGEE4 2110 OF f % LVd Y.S. DEC AI /CY5T THAT TO THE BE5T OF OpUR~~ KNOWLED6E, BELIEF, AND Ex5 I stic.1 II I PROFE5510VAL ..lPENT, TH15 BbILDIN6 15 DE516NE9 IN CONFORMANCE aoy 1 c.ay c.oy I EJ(IERILRVwt WITH THE MEN YORK 5TATE ENERGY CON5ERVATION CON5TRU6TION CODE, LATEST EDITION J96 esze1Lwr ~ ~ I I SEAL: ~pE D SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE' /RED nq WeECT TO w DATE DESCRPTION 516NA1I,RE OATS 1 LA. 5WTmysnS s1 F 7n M RUV[DVPERlM Q /NOTE/. LEGF VD. A66REVIATIO NJ n n 1 6 I" e1oh A/YD PLUMPUI/NG RIIER DIAGRAM y II ei 11 A, ; ~ mooee Qe'~ ~UMIN~ ~1~1~M L.dwT H2.1. wRT ,NnAX r4NE`N CAD FILE NAME. 'CALE xALE = HOT TO _56ALE P:\2007\1555\CD\Cf-1 PROJECT TITLE PROJECT TITLE. DATE NSA PROJECT x. ADDITIO/V ADDITIO/9f A/ND ALTERATIO/Nf JUA. 5. 2011 07-1555 Nemschick Silverman Architects P.C. 2p535 = 2535 CEDAR LANE SCALE' DRAWING NO. UA/T MAP EAfT MARION, NY 11959 Af NOTED DISTRICT: DISTRICT: SECTION: BLOCK' LOT DRAWN BY C f- 1 I 430 Green Way, Cutchogue, New York 11935 the business ofARCHITECTURE." Phone : 631-734-7007 Fax: 631-734-7347 m COPM lff 311111EMSCHICK SLVFd l ARCHITECTS PC 1000 v 1000 57 04 10 fC 11 h ttp : //www. n s-arch . co m FLOOR PL9/1 NORTK 51TE INFORMA71ON 7I0N SURVEY OF 20 a595OFLARLAW 9 77M,,97 LOTS 135 & P/0 136 FA.,T MARim NY IlR94 &Inx, 4 =70N, .97 MccK, 4 MAP OF A\ / RE9XOMAL ZONE, R-f0 LOT lO GARDINER'S BAY ESTATES varA T/ON REY.YgRET@7T FXI9T/N9/ PRLfl7SE / J v MINIMLM LOT 9/g: 40,LW SF 19,17f 5P 7r Cp 19,174 SECTION TWO GONG<~ -Gy ~u S M/NIM,M LOTIY/DiN /ST 4q' 0 1. FILE No. 275 FILED SEPTEMBER 23, 1927 v C~ \ M/NIM.M LOT LIMN l75' IM' IM' SITUATED AT , N / 1 % NP~S PAL ~y~ l/l-1 J o A~ ^ Mwu rRax rARL s~• oae snNs 1='FX677W EAST MARION u AJ ~O IX I M/NIM.M SIM YARD lS O.9'FXIS"W 0.31EK15"w TOWN OF SOUTHOLD M/N/WWN9/LEYARL9 l71FX6710 MIwM.MRFAR YAW 90' 094•&a9nMS "MFM5TIMS SUFFOLK COUNTY, NEW YORK AgB 134 MmnMwLluAacFMnRwaFA 99L~ Mn9F an SP S.C. TAX No. 1000-37-04-10 GONG. ? `gym T MAXIMLMLOTCav92A9F 2m rXibr ms,*AS % "0 ~ 166S er157INS, 16AS SCALE 1"=20' PROPoSED, 16.6% APRIL 10, 2000 / / / 9% / MAXIMM&NLLMS WMT 99• w1l. xI57W 20-a•.-XlS77W AREA = 13,174.18 sq. ft. 5 MANIM.M ML OFSTOR1E5 r/n /97YhR7 (TO BULKHEAD) 0.302 ac. '3 0 / ? ,Af, 00 0O NOTE: g5 i Lo THIS PROPERTY IS IN FLOOD ZONE AE. FLOOD INSURANCE RATE MAP No. 36103CO177 G ~O~ 0,,~ / ~v o 000'F ~ n / ZONE AE: BASE FLOOD ELEVATIONS DETERMINED OC-) r ~o C v / / OOPS OZ INFORMATION ON PLOT PLAN BA5ED ON 50RVEY FROM 105EPH INOEMO, LAND 5URVE110R. C / O 0 ~i go % Z) 0 Fp0~ o N\Vol ~~c GO S15 23 / ` ~~O~F v< \ GK ~ O-~~ \ VJOOp pE °=°O oc~ V 00 \ OJ \ W R O GRP~E 139 c -13 O~ 9 9 5~ ~R~uSE \ % 1 ME NO2535 6T 'J r1' ~O NG. ~ \ ~ FRp SE No op0 GONG. Z-A GSTNG / N~EPS ? TExi 5 ~P K G / TO REMAIN MAIN o GONG. oN 55 gU~D GRP NE ~ / / ~ 2fAD To BE REL06A 7ED EX15 T. \ TO REMAIN NEC, FENCE POOS-~\ EOG\NG SGO~v~C 0s \ ENOLOS'lRE UN\j l5 ORY ADDITION 000 cP Pr' (20 F/WIT ON H PIER Sj N G PO Cl\ OO 0 2Eg FOO ,wIERY BE o OVERHEAD WIRES , . _ i~ytrG sjE?GS M~~ER NG NOY- GONG. O 0 O O \ ~VEO CO 00 a 00 dP P N 36 C) / P0 O 0 U / O Lp'v U LO 3~ \ O / EXl5T. 6ONORETE O 57EP5 AND LANDING . / , P, N• TO REMAIN 2W) FLOOR OVER GPR Sl% RPC pNG ] i LIWERN6 6ARA N / /y ULEg \ G do UNDPER SEPAR4 IF ~ ,~,I APPLICATION x3gg7/ NEW OOF OVER EX. GONG. ~ Pr PAD I 5F TO EX157 DRAIN. s~ ° 52 EX15T. . PAD D! DRAIN EXI5 Dl DRYWELL. s~ C,~~G7t^ Y 07 fLAN/ \ EX157. GONG. PAD DRAIN SCALE TO EXIST. DRYVaL. / \ j. SEAL: SEAL: REVISIONS/SUBMISSIONS DRAWING TITLE' 2F~ ApCh\ DATE DESCRPTION ~ w eys ~m 7MJ08 MC PAIPCezea A PLOT PLAA c, n\n bisni oioitT AND DRYWELL CALCULATIO/I PLACE a2s ems' 10 CAD FILE NAME ~ ~r NEB 1535 \ CD \ 1335_PLA/I PROJECT TITL PROJECT TITLE. DATE' NSA PROJECT s Nemschick Silverman Architects P.C. ADDITIO ADDITIONf AND ALTERATIO/9f 10. 5, 2011 07-1555 the business of ARCHITECTURE" 2~5~55'~ Cr 2555 CEDAR LA/9E i no F I-- FA/7 MP_ EA/7 MARION, NY 11959 SCALE DRAWING NO, AY NOTED n 430 Green Way, Cutchogue, New York 11935 DISTRICT: DISTRICT: SECTION. BLOCK' LOT DRAWN BY: Phone: 631-734-7007 Fax: 631-734-7347 h ttp` //www. n s- B rch - co nl FLOOR PLfJ/ 1 11ORTH11 0 CCP"GHT 1011 WWHCK HLVEWM P "TECH PC 1000 1000 -57 04 10 fG r r LEGEND LEGEND REBAR5 BET ME REBAR5 BETWEEN NEW AND EX15TIN5 FOUNDATION. FOUNDATION. I ll'-2 l/2" 8" 14X14 GONG. PIER FOUNDATION NO T55 ABOVE . BaCW ITN 14" 4X4 FATED F(5, MIN. 5 3' 'BELO I I 1. FILL EX15TING 0-V FONDATION WALL 50LID AT NEW A-6 GRADE, TYPICAL AT 2 I I MOOD POST BEARING LOGATION5, TYPICAL ALL. - - LOCATION5. 2. EPOXY GROUT #5 REDAR5 AT 12" O.G. VERTICAL, MIN. 4" m EMBEDMENTEAGHEND. TYPICAL ATALL NEW FNOWALL 70 - - X -l FLUSH LVL l~2'P I EX15TIN3. FILL EXISTING CW ki VLL 50L ID A5 RC-QUIREO r 1 i B00~ L - J 3. THE MINIWM NET AREA OF VENTILATION OPENlN65 SHALL NOT BE LE55 THAN l SQUARE FOOT FOR EACH 150 5F OF / 2XIO FJ ® I6' O.G. UNDER-FLOOR SPACE AREA. LINE 5615H VENTILATION W 7H R-30 /fl!/LATION I S OPENIM5 5HALL BE WITHIN 3 FEET OF EACH CORNER OF VENTED BEAD BARD 5AIDBUILDING. ~ SOFFIT ABOVE s~Si p 4. VENTED WALL FURNACE SHALL NOT BE LOCATED PWERE A EX15T/NG f-- PROVIDE (/2XIO ACO 1 I DOOR CAN 5W/N6 WITHIN 12 AME5 OF THE FURNACE AIR LEDGER BOARD W/ I/2 BOLT INLET OR OUTLET AT RIC-HT AN6LE5 TO THE OFENIN5. BA55MENT TO EXISTING RIM BARD ® 2' ON CENTER STAGGERED. Q (NO CHANGE) NG SPIRAL SAWGUT EXIST RETAINING EXISTI ml I S I, A5 READ FOR NEW S15TINC5E J m PIER F,5. i - 0 0 0 I NEW RETAINING WALL. HEADER O BEAR REFER TO N07E 2 L4 FND WALL. G ATE EXl5T. G ,inn KET A5 -y 1 TO RE14 i REOII FILL -i EXI5T. Gh~/~LID. TQi NOTE 1. 0 RELOCATE ANK PROPANE TANK5 EX/5T 0 ° DRE551NG I NEW CAR (5'0') 0 ROOM FENCE ENCLOSURE EX/5/TA/'NG / L EX/5/TA/'N/G GRA{NL WITH M 5FACE ,V CO ACE ,V GONG. 5LA8 Exisr. CHANGING ROOM EXI5TINC Cl EX15TIN5 CHIMNEY FOY NPATIOI FOUNDATION h"'4 EXl5T. WiGLUI'y EX15T MECHANICAL ROOM 0 EX15T/NG BA5EMENT (NO CHANGE) wl K EX/5T, n ~s~rMu Exisr. EX157 FX15L GNIMNEY. TO REMAIN A_T 0 EXI5TlN6 RETAINlN6 NULL. I SEAL: SEAL: _ REVISIONS/SUBMISSIONS: DRAWING TITLE .tc ARCy\ DATE. DESCRPTION ?5 fys. 7M/08 RLV CU W MRZ.Qi ~v \ A I enm eio T FOUNDF>TIO/V PLAA ~®~N A fi/C, A/VP PETAIV 56ALE = 114'= 1,-0" Ib" y N, C O a2eoes OPT CAD FILE NAME OF N E`I'I y OF P:\2007\1355\CP\A-1 PROJECT TITL PROJECT TITLE. DATE: NSA PROJECT Nemschick Silverman Architects P.C. APPITIOi APPITION/ A/91? ALTERATIO/y JUN. 5, 2011 07-1555 the buslnaes of ARCHITECTURE." _ 2555 Cr 2555 CEDAR LANE SCALE DRAWING NO.: EAJi MA EA/T MARION, NY 11959 v~ vVr A/ NOTEP 430 Green Way, Cutchogue, New York 11935 DISTRICT: DISTRICT: SECTION. BLOCK' LOT: DRAWN BY Phone: 631-734-7007 Fax : 631-734-7347 htt p : //www. n s-a rc h. co m FLOOR PL~Pi NORTfi 0 CCPMGHT son H SCHCK .SI.vEWM ARCHMCrs PC. 1000 1000 57 04 10 /C 11 r 49'-3 1/2" /L.~ er~snr s DINM DINM 5 111 11'-4 I/2" 11'-4 U" Iv (wCWN--J DIN9 N 111 ~ LWN--V 11 2'-B I14" 3'-O" 31-L 246 I14" EXI5T1N6 XALL5 AND. LNG WALL5 AND WINDOWS TO BE REMOVED. - REMOVED. ABdVE A~VE ~I II 7TRU677)RAL NOTES A-7 II ALL LVL AND I-4 WITH 5TEEL PLATE 5HALL BE THRU f O'I Ob O 06 OS WEDWITH DIAMETER BOLTS AT24'O.C. 5TA66ERE9. ~,/snHS a~n/ uv rs exisnNS REMOVE , , uvINS NSE) WINDOW I-314' x 9-I/4' LV 314'x 9-I/4' LVL HOR No eriW ?n cwvu~J cN ?n J exSnNS snmr (3J2"X4~~~"A P05T AW" 51NK SINKl~-o-al~ ry D15HHA51ER EVVINz DECORATIVE DI5HHA51 COLUMN Nim BELOW BELOW VENT THROUGH WALL ?b (2)2X6 6T 7 (2)2X6 LT FOR EXHAUST FAN L 1 l C. WAPFE9 bl EX15T/NG EX15T/NC5 k 04,9' o, kPAFFE9 FOR 7 O l I F-TO 1 BEDROOM DIN/N6 ROOM Im IN34 n FOR 4AL aC, 3 9 _ LOS L- (NO CHANGE) (NO CHANGE) ac, .n~~yy Kl G EP THOWH BOLTED KGEN 10 f TO&ETHER ®-O" 0.6. 16. v 171 IE:E 57AG6ERED 2XIORR O.. 2XIt R-30 TTIISX. I6~~~X` 2X10 RRa 6'0.0. ~a---- W iTT6WL. W R-30 TT I l - RKI5TM5 X7,5 (4J 2" X 4" P05T _ 'I FLU51 BEAM! FLUSH BEAM ±M/ _ _ tw MOVE EXISTING Kl7 YE EXI5TIN5 KITCHEN E75, AFFLIANCE5 AND y l-3%4"X lI-7/B 1-314"X 11-7/6 "LVL INET5, APPLIANCE 100R. PREPARE 8'-4 112' 8'-4 I12" (2) 2'X 4" T FLOOR. PREPRRI P05T IN WALL LOOR FOR NEW I '_OOR FOR NEW FLOOR. EXI5TIN5 CONCRETE 57EF5 AND 4z In / - - ~T~I LACE 5UBFLOIOR. ACE 611FLOIIR A5 REQ. LANDING TO REMAIN EXI5TIN6 STAIR REF TO REMAIN REF F Lk I 2 E EISTlNS PC O EX15T/N6 BATH Wi EX/ST/NC 40VE9 TO BE To S F05TUP 5 TO BE TO RID6E m 77 (NO CHANGE) L/V/NG ROOM O (NO CHANGE) EXI5TIN5 POOR nnpEX/5T/NG 5 X5TING sruDr 57 fL®® Z~ M®LlTl®N PLAN TO REMAIN ,i h SCALE 11/d" - l' O" P 11'-6" n 9 I I EX/5T/N5 POI' ~ POINDERi-~ ~ ~ BEDROOM ~J ry (NO CHANGE) 0 S;JP 4=5' of - v' 101 ~ N 11E11 hroD 5AD111 E AND FLOOR TO o MATCH EXI5TlN6 IN VINC, NF1N BENCH I G i E MUD `d--bl'~' ROOM I TlNS DOOR O AIN Q NEW AT 5 rEX15 N Eh 7TIN6 17 I RUN DRYER VENT BEDROOM UP DF UP THRU WALL IN (NO CHAN6E) UP MR 6AL 1! 6A1 V, DUCT PIPE AND V AND VENT OUT THRU "OFF/7 SoffirWrLODUM ER. II I ~ LEGEND OPEN! OPEN UP WALL A5 REQ.I RC-Q. TO ALLOW T II ~L y 6ALV. DRYEF 6ALV. PIPE FOR ALIGN NEW AND EXI57IN6 WALL/--URFACE5. DRYER TO RUN TO SOFFIT PATCH $ REPAII REPAIR A5 REO. SMOKE DETECTOR 5HALL BE HARD WIRED 5D INTO CENTRAL 5715TEMWITHBATTERY BACKUP. 5/400- DETECTOR AND CARBON MONOXIDE II I 5/G DETECTOR COMBINATION 5HALL BE HARD WIRED TO CENTRAL 5Y5 TEN W/ BATTERY BACKUP. 1 SEAL: SEAL: REVISIONS/SUBMISSIONS. DRAWING TITLE. DATE: DESCRIPTION / Sys y/\ )25/08 RGv [ A/RCR mA A / C' C5 F \ NMI EIOJET FIRJT FLOOR PLA/1 A/1D f/ T fL®®R fLA/Y c. i. DEMOLITIO/1 PLAA Y ' d It r SCALE - I/4" _ l b" 1 1. No 049006 Q~ ~ r, y0 CAD FILE NAME: OF N P:\2007\1355\CD\A-2 PROJECT TI PROJECT TITLE: DATE. NSA PROJECT s AUDIT( ADDITION,/' A/9D ALTERATION) JUI 1.5, 2011 07-1555 Nemschick Silverman Architects P.C. the business of ARCHITECTURE." 2555 C 2555 CEDAR LA/"E SCALE: DRAWING NO F~JT M EAJT MARIO/1, / IY 11959 A,/ AOTED 430 Green Way, Cutchogue, New York 11935 DISTRCT: DISTRICT: SECTION: BLOCK. LOT: DRAWN BY: A-2 Phone:631-734-7007 Fax: 631-734-7347 a CCPYMGHT 21111 NFMS!'HCK 5LW M ARCHTECTS PC. 100' M 1000 57 04 10 ./C L h tt p : //www. n s-arch . co m FLOOR PLA/1 /iORTf1 12-11 I/2" 10°MATCH EX15T. ALI EXI5TIIN6 2X9 RR / 9 24 O.G. 2X10 RR ® 16"O.G. 2X10 RR ® 16°0.6. W/R-30IN5VLATION I W/R-30WaATION EXI5TIN6 2X9 RR / ® 24 O.G. / 2 O m I ~ w A-6 NEW 5KYUCHT EXI5TIN6 2X6 r~J 9 24°O.G. q 5EEWINDOW 56HEDULE p ua EXP05ED I I ~ COLLAR TIE5 \ O N 2~i 2xlo LAr OVER I I I I / 2xlo LAY 0VER = VALLEY (IYPJ VALLEY(YP) I II II DOUBLE RAFTER Pc0~5~~T~ nDAOWN To AT LAY OVER FaWATION III I ROOF R1D6E Np \ I / xxO 51MP50N I / O = HANGER 4x4 PC5T DOWN TO WALL BELOW 4x4 P05T DOWN ON O EXT WALL. I N7 x ~N E-REMOVE-15TIN6 LOVER I ko T ~ o \ m CABLE. RE-FRAME NEW ® 6ABLE, R06E HE16HT TO / o N p I MATCH EXI5TIN6 OVER ® ,p I LIVING ROOM z z a-a 2x10 LAY OVER VALLEY (IYP) I I I I I END5 5> MATCH AEW ~ I I EX157'IN6 2x4 EX15TM6 2x4 I CON5TRZT10N. 6 2 0.6. ® O. . I ~ I EX15TINO 2X6 6 ® 24°0.6. I I I I I ~ I I I I II ~ EXI5TIANG 2X6 J ® 24" O.G. LI---- A-~ EX 2X4 RR ® 24O.6. EX 2X4 RR a 24" O.G. SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE: AR\ DATE' DESCRIPTION' )=i AMN6 fLAN SEAL. Now NfM6. insiae aevveo grvea zapA ~[V ~ b / ' ° ~S\~!' ~ e/Yn BIOJLT ~ p t .1 y~ ROOF FRAMING PLAN a a n 029086 OPk ~op NEN~ CAD FILE NAME: P:\2007\1355\CD\A-4 PROJECT Tf PROJECT TITLE' DATE: NSA PROJECT w, AUDIT ( APPITIO/V/ A/VD ALTUATIO/y/ Jun. 5, 2011 07-1555 Nemschick Silverman Architects P.C. the business of ARCHITECTURE." 2555 C lj~ 11 101 f AJT M 2555 CEDAR LAVE SCALE: DRAWING NO. EA/T MARION, PV 11959 Af /VOTED /A\ 430 Green Way, Cutchogue, New York 11935 DISTRICT: DISTRICT: SECTION BLOCK' LOT: DRAWN BY. /~_5 Phone: 631-734-7007 Fax: 631-734-7347 COPYRW All H CHCN SLVEWM N HTECTS P.C. 1001 pc 10001~ 57 04 10 ,/'C http://www-ns-arch-com FLOORPLA/9/10RTp MO I MO CHAN6E AREA OF WORK ON RIDGE HE16HT EXI5TIN6 GABLE I - - i ~1~1 U1 ~I i ~L LL ~~-ILIL~L NEW 30 YEAR ARCHITECTURAL I~ ASPHALT SHINGLES TO MATCH . L~JJ_LL~J - JJ JJJ LLLL H IJ J 11~ L ~I`L~ ~ IJ_~__L EXISTING, TiP. ALL NE!'J ROOF i L~ I' I _Li! i l l Ii ILI -LJLLLL _ I ® I J L L L L~LL! -LJ ALUN1WN6YnER5 TO MATCH EXI5TIN5 TIP. III TIE INTO EXI5TIN6 DRAIN TOP OF PL4TE5 _ ELEV , L-L HEADER HT ELEV 6'-8" AFF 10" TOP OF IST FLOOR ELEV O 0 F-1 D D i (VARIE5) EXI5TIN6 5TONE RETAINING rI~ WALL TO REMAIN L-------- EXI5TIN5 5TONEY FOWDATIONWALL. EXI5TINO I aWATION WALL FOR 5TEF5. (NO CHAN60 AREA OFWORK NEW VINYL RIDGE VENT YL RME VENT NEW REVERSE GABLE WITH I WITH INSERT 5CREEN - ERT 5CREEN ASPHALT 5HIWLE TO NE/N VELUX VCM 2234 MATCH EXI5T1N6 PITCH SKYLIGHT TO BE EXI5TIN6 hABLE NEW REVERSE 6AHLE CENTERED BETWffN E A WINDOVS (03,04) TO SP MATCH HA EXILTS TINO l2 l2 TO NG. B~ ~B EXI5TIN6 CABLE BEYOND to ALUMlAW 6UTIER TO MATCH EXI5TIN5 TYP. TIE INTO EX157lN6 DRAIN ZIA II I II I I II I II II I II II TOP OF PLATE5 ELEV 8'-0" HEADER HT ELEV 6'-B"AFF M it] DECK RND 5TA/R El EX15TIN65 REMAIN, 02 04 rO TO REFER III TO 5FFAIL 2 5W AW TOP OF 15T FLOOR ' ELEV O'-O" / EXI5TING z4 / DOOR AND F~~G.1YN~~ATION 5TEF5 TO J EXWAT XALL. v v v v v v v BASEMENT GRADE (uARiE51 C1= ] ] I EXl5TING - EX15TIN6 REFAININ6 I _ U_ ~J j l 4 ~ NlN6 WALL. - _ L - - - - - - - - - - - - - - - - - - - -----~J, F ' ~ .SALE = I/4" = I'-r0" EXl5TINB DRAIN SEAL: n SEAL: .Ai REVISIONS/SUBMISSIONS: DRAWING TITLE: DATE DESCRIPTION ~ye4 e\ onsioe aevveo ~wea za> Qi I~ f„ C I ELEVATIO/Vf g~, yOQ CAD FILE NAME: 1 dp tlF NEW P:\2007\1555\CD\A-4 PROJECT TITL PROJECT TITLE' DATE' NSA PROJECT x; APPITIO/ ADDITION,/' AND ALTI RATION] JU/ I.5, 2011 07-1555 Nemschick Silverman Architects P.c. ..the business of ARCHITECTURE." 2p5~55 Cr 2p5~55 CI= PAR LAVE SCALE' DRAWING NO: CA/-F MA 1=A,/T MARION, M 11959 A/ NOTED 430 Green Way, Cutchogue, New York 11935 DISTRICT: DISTRICT: SECTION: BLOCK: LOT. DRAWN BY. "9- Phone :631,-_7^34_-V Vv7,007 Fax : 631-734-7347 m CC WGHT 2011 NEMSCHCK MM" PRCHI S M 1000 000 57 04 10 /C http=//Vw-ns-arcFi.com rLOOR PLM AORTK ARE AREA OF PORK MO GHAN6E/ I N6W REVER5E 6AOLE KTH A5PHALT 5HIN6LE TO MAMH EXI5TIN6. EXI5TIN6 TOP OF RI iTIN6 TOP OF RIDGE ELEV l4'W V l4'-8" m I2 12 2 ALUMIM"/M 6llT7ER TO MAMH EXI5TIN6 TYP. TIE INTO EX15TIN6 DRAIN TOP OF PLATE TOP OF PLATE ry ELEV B'-0" ELEV B'-0" V HEADER HT HEADER NT MATc rt: EXISTI C O.H. FLEV 6'-B° AFF N ~ TI ELEV 6'-B° AF _ XlSTING F-I E EINI-IHIV TOP OF l5T FL aEV O''-0° TOP OF 15T FLOOR ELEV O''-0° >o o v o v o GRADE IVARI L I EX1snN6 FOUlVATION AND FOOTING BEYOND TO REMAIN r,---~1' Al ~1 M l 1~l®I F C 60ALE = I/4" = I'-O" TOP OF PLATE OF PLATE ELEV 8'-0° _ _ _ HEADER HT 4DER HT E705-'-b -nA-F-F 05TM MAVCH5 TO EX15TIN6 MAVOn5 T, REMAIN TYPICAL WL 71AIN 7YPIOAL ULE55 NOTED OTHERY 155 17EP OTHERYW15E EXI5TINO DECK AND 57AIR TO REMAIN. - OF I5T FLOOR TOP OF I5T FLOOR 5tFV 01-01 EV O'-0" I I I I I ~EXI5TING I W,WATION AND I I FOOTING TO REMAIN I I I II----_ - - - - - - - - - - - - - - - - - - - _ - _ - - _ - - - - - - - - _ - - _ _ - - _ - - - - - - _ - - _ - - - r-TIN~ ~I >ll~I®N SEAL. SEAL. REVISIONS/SUBMISSIONS DRAWING TITLE: A NC DATE: DESCRPTM ~5 w h'fMa h~\ 7m/oe RCvll wPERz5A A ~,50ALE = I14" = I'-O" .5~ ~'sn\~~. \ 69/11 UV0 T i IC IP spa ELEVATIO/ry/ ~ N 9 y m oes yoQ~ CAD FILE NAME: \ O `)T NEW P:\2007\1555\CD\A-5 PROJECT TIT PROJECT TITLE: DATE: jDRAWING JECT x: ADDITIC ADDITION,/' AND ALTERATION,/ JU/ 1.507-1555 2555 Cl 2555 CLDAR LAVE SCALE: NO.: Nemschick Silverman Architects R the business of ARCHITECTl1RE:' E A/T M, LAJT MARION, /y / IY 11959 AJ /1/A\ 430 Green Way, Cutchogue, New York 11935 olsralcT: DRAWN BY: -5 DISTRICT: SECTION. BLOCK: LOT: A Phone : 631-734-7007 Fax : 631-734-7347 o CCPlTxlrt 2011 HCK SLVAI a ECrs PC 100( Pc 1000 57 04 10 http : //www - n s-arch . co m FLOOR PLfa/1 TH11 U2` CDX PLY -1/24 GDX PLYhWD 5HEATHIN6 12 15a FELT PAR -1.5a FELT PAPER 4 lCF 5HIELO K - 101= 5HIELD MEMBRANE SHALL \ EXTEND 24" Ui EXTEND 24" UP FROM SAVE 30 YEAR ARC - 30 YEAR ARCHITECTURAL A5PHALT Ra A5PHALT ROOF 5HIN6LE A~WXAVM &,7 - ALUMIAWM GUTTER WITH l LEADER LEADER FLATS HT MA PLATE HT MATCH EXIST 2XIO R06E, MATCH ELEV. 6'-O' A 2XIO RR XNITH R-30 GATT J ELEV. B''-0" A.F.F. VIFV HEIGHT OF EX15TING INS'KATION PROVIDE BAFFLE 1/2" FA5CIA E - 112"FA5C/A BOARD TO 2X10 RR ® 16"O.C. WITH R-30 EXP05ED 02X4 CT® C46" O.G. RIDGE. EXI5TIN6 CABLE FOR AIR FLONI MATCH EX15T MATCH EXI5TIN6. BA Tr 1AWLATION. PROVIDE nRAFFID IN 314" TIMER FOR BAFFLE FOR SOFFIT VENT, CAThMR4L GL6 12 12 F - - - - EX15TIN5 ROOF W5TIN6 ROOF (2) 2x8 HEADER /h I!2" /O" PROVIDE 60 - PROVIDE CONTIAVCV5 PL'rAWP FILLER SOFFIT VENT, ExrsT. SOFFIT VENT, MATCH EXI5T. NEW RR 6~ ~6 6A51N6 $ TRIM AT WINDOP6 HEADER HT 5HALL MATCH EX15TIN6. ELEV. 6'-6"A HERDER HT ~ ELEV. 6'-6"AFFF 2X4 OT® 46" .G CENTER SKYLIGHT l0 1 W " III \ \ \ BETWEENWINDOINS Ilml~ NOTE. 03 C 04 BELOW 13 s - GATT u REMOVE INF/LL ALL VO/D5 AT AINDOW OPEN/N65 BEAM #l S'ILATION i EX15T. RR AITH FIBER /NS'JLATION OR SFRAY INS'/LAT/ON. DO NOT OVER PACK. HEADER HT ELEV 6'-6" AFF - - NINDON6 5HALL BE A5 2X4 FRAMlN6 ® I6" O.G. M//D D 5PECIREO. WITH R-l3 BATT KMCG EN ~ 57W)e ROOM BOOM 5ILL J TRIM AT NINDONS INSULATION, TYP. REF e~ TO MATCH EX15TIN6. EXISTING DECK o oO O2 ? BENCH I:J. F- 1-1 !1 TENCH DRYER / KITCHEN TO REMAIN 117 5HEETROCK, TAPED 2 X 4 5W -2X4 5W 016"O.C. WR-I3 FIBER BA TT 1AWLAT10N TOP OF 15T FL" 5PACKLED 0-60A T5) FIBER BATT IN - ELEV 0,-0„ PRIMED $ PAINTED-TYPICAL -I/2" GDX FL* -1/2" GDX PLrW0D F1NI5HED FLOOR A5 5HEATHIN5, SELECTED BYc ~O~~NNER 5HEATHIN6 "O.C. WITH GRO55 TYVEK PAPER NSULATION BRIDGIN6 3/4" PLYND. -50-FLOOR TYVEK PAFEF c EX15T1N6 5TONE NAILED AND BLUED TO F-1 BEAD f- -1 O EXISTING n RETAININ6 HALL CEDAR 5H1N6 - CEDAR 5HIN6LE5 TO MATCH ir. I BA5EMENT TO REMAIN 2XIO FJ ® I6" 0.6. I-I' /V R-30 EX15TIN6 ON 6 EXI5TIN6 ON AA7ER5IDE 0UARE GATT A51LAT10N. ELEVATION. ELEVATION. FER TO FlNlSNED FLG1 FlNlSHED FLOOR DRMIN6 A-6 ELEV. O'-O" ELEV. O'-O" (3)13/4° X 9 - 0) l 3/4" X 91/4" LVL HEADER 77771 OPANE TANKS EXl5TM PR 4X4 TREATED - 4X4 TREATED P05T TO BE RELOCATED. _77.77... lod. SCALE = U4° = 7011 VENTED T$6 BEAD BOARD SOFFIT. PACIFIC COLUMNS ENWRA CRAFT NON-TAPERED j; l2" 5QUARE COMP051TE COLUMN N.I.F. EXACT NE16HT) 31W RLI.UE5TONE COLUMN in in ITH R-30 2X10 RR ® I6"O.C. W KITH R_30 CAP, ,V U2"O.H. r GATT INSULATION FROVIDE BAFFLE FOR 5OFFIT VENT, ROVIDE T VENT. 12 /2 14X14'CONC. PIER ABOVE EXF05E902X6 OT # 4S" O.G. q17 i 9 6RA0E, TYPICAL AT 2 kRAF E9 IN 314" TIMBER FOR LOCATIONS. 0 J' O X I6" EXI5TIN6 CATNEDRAL GL6 AN6MOR BOLT. ROOF RAFTERS 5AN CUT EX15T. CONC. NALKAAY rv EX15TM BEAM #2 A5 REWIRED TO FOR NEH FTC. ' ` \ PATCHEK15T. CONC. SLAB. --l LAIIYCVKRI. LCILIrvo (L/ 1-0/4" X l1-//O" LVL HEADER H COLUMN T KITGNEN ELEV 6'-8" AFF © a EXl IN6 m as os 2X4 FRAMM6 ® l6" O.G. I/ W~vIH x S~ R.1-l3 BATT I'-2" DlN R OM /A l.TIOh( TIP. 2XIO FJ ® 16"0.6. WITH F EX15nns D HWA51 ~R-30 GATT IA5VLATION 514X14 COX 'BEOH W 6R4 6RAER 3' BELDE, TIPILAL 2 (5T FLOOR FLOOR i-M5 oFoOI0• AT 2 LOCATION5. (2J B S 4X4 TREATED POST X 16"ANCHOR BOLT. m EX157'lN& 2XIO LED662 BOARD F PACIFIC COLUMNS EM1fY/R4 BA5EMENT GR4FT NON-TAPERED VEN7ID T$6 BEAD BOARD I 1. EXIST. FOUND. WALL l2" SQUARE COW051TE ~AfFIT. i c 60LUMN(V.LF. EXACT _J HEI6HT) 4 - BOTTOM OF F BOTTOM OF F7'G ELEV 3'-0" ELEV. 3'-0" A MIN BELOW 6 MIN BELOW GRADE Y 7/0N 2'_4" SCALE = 114" = P-0' SALE = I" = I'-0" SEAL - SEAL: REVISONS/SUBMISSONS DRAWING TITLE ~pEl ~pEO uq - , DATE DESCRIPTION. c. .pv e4 C •PW M1 y\ 7/3 oa RLVVfDvp mR Q Q QO134 io~A<^O enm Bioicr yrcTIO/•If fr * AAD DETAIL/ N r 9136 yoe CAD FILE NAME T F or F Or NEW P:\2007\1555\CD\A-6 PROJECT TITL PROJECT TITLE: DATE. NSA PROJECT » APPITIOFr ADDITIOA/ AND ALTERATIOAf JU/1. 5, 2011 07-1555 Nemschick Silverman Architects P.C. 2555 CLI 2555 CEDAR LA/if SCALE. DRAWING NO. the business of ARCHITECTURE." EA/T MA. FA/7 MARIOA, AY 11959 A,/ AOTED f~/~ 430 Green Way, Cutchogue, New York 11935 ~ISrRlcr. DISTRICT. SECTION. BLOCK: LOT. DRAWN BY: A-0 Phone : 631-734-7007 Fax: 631-734-7347 m COPMIGHT M111 SCHCK MVERM P TiCTS PC. 1000 000 57 04 10 JC, EDM http://www. ns-arch . com FLOOR PLAY 1 / IORTK MIN. b' ANCHOR BOLT PLACEMENT SEE LONTRA61 ~i J o N_Ilo ca o la^ o.c. DRAWINGS ~~T~0114IfAY GOMINpN • YLX RMIN! Illl:r Vl11 MG GIMRON GONNGGTOR -e>~ m R1M ® ® 0 (GJ I-G/4" x II-'I/a" MIGPOG • ' 9~MlIM~N• y y MAGYNM C4J'• r` : y • 5/[L PLAY SEE PLAN SILL PULE SEE PLW FOR SIX TIRCAL. CONC. fNO. WALL. . . OR 52g n"mL. .o e ® PLOGR GONNEG RIDS! EiCTAIL PLAN ® GGRNCR-PON. Simpson Strong-Tie CCQ46 Use every other nail hole CUT in a raw to provide the LENGTH HOLD DOWN 5EE CONTRACT code-required minimum END center-to-center LENGTH Sd NAILS ORAWIN05 spacing for nails ®3 O.C O O N N I o ° ~N } CLIP N J P ~ le• FRAMING FOUNOATII 40 0 FOONOATI6N CLEAR v0 SP~IrA/N O STUD WALL SEE PLAN 10 WALL 5EE PLAN i FOR SIZE b SPACING n TYPICAL. 51ZE & SPACING Rd NAILS '16AL. at 3 O.C F -i- END a Provide minimum - LENGTH end distance e Equal number of specified its in each end Simpson Strong-Tie Simpson Strong-Tie CS Called Strap ABA44 (ABA66 SIMILAR) rLOOR JO15T oft1=0INb LO.MC PATHT, >A G "MAMINO fl A PLANT GORNCR-PRAMC SIMPSON STRONG-TIE M21 - INSTALL CROSS DRID&IN6 MIN. S'-O" O.G. I BIM'mN bTIM IMATlO ,tlYA M AR yyy~pp ~p,yy {H~ OdAL!'JN6 !ILL MR HURRSM.V~E_J L' OIA. (4) IOtl IYJb YNRU BOLLS CO"If JOIST a IMF 'oAxcxola ettr O (ONE • oa. Mn exmr 1w.xel 2, O AN A SIDE) • v oc. (atn lTNIT Nwx) IIgICC! IKMI~) 0 6/ 'Dbw. ANCHOR 60L~Try~~ U U2210 fo B210 0 O.s (>Kro STORY NoW) NOR. O 16' O 6' ac. (ONE STORY NOOSE) POST l 11 DOMRALTOR 0V1ALL CONTACT A 5IMPIOH REPFEB ATI E TO T IEW JO~^B^ Gy~ ITICNS AND DET WM ALTERNATE ~MET~yH..D~DE O PFYN~V~My~ RESISTIVE WNINEMORD IN O RR TO P DE A o COST BAVINGO TO THE OJJER RENEW CN 6 U"W WILDM QT' ICIAL PRIOR TO M m CVIAINGE. G •G G OGTAIL HO Ain str~n9-ne O O Simpson Strong-Tie POiecH/DCGK/H HTT22 SEAL: ,.pF SEAL: REVISIONS/SUBMISSIONS. DRAWING TITLE: ,'~FEDw \ DANE: DESCRIPTION, ys r y~v Ms~~c\F, avi00 RtvicTvPmzmZ~s . 7A/417aRI7j7RAPPI/VG A/'ID L * CO/INECTIO/i DETAIL I, OF NE~J CAD FILE NAME' P:\1335\CD\A-7 PROJECT TI PROJECT TITLE: DATE NSA PROJECT s' ADPITII ADDITION,/' AND ALTERATION/' JUN. 3, 2011 07-1555 Nemschick Silverman Architects P.C. ...the business of ARCHITECTURE." 25A55 I' ~ C 25/~3/5T CEDAR LANE SCALE. DRAWING NO. EA,/T h r-AJ l MARION, NY 11959 AJ NOTED 430 Green Way, Cutchogue, New York 11935 Dm COWRGHT 2011 *WCH &VEI N AIECHTECTS PC DISTRICT: SECTION. BLOCK: LOT: DRAWN By A-7 1 57 04 10 /C,EDM Phone : 631-734-7007 Fax : 631-734-7347 Iac, 1000 h ttp : //www - n s-arch . co m FLOOR PLA/1 /jORTH11 u 4Eg=~) UL.E= NAILING SGHEDULE(EXPOSURE NO. TYPE UNIT DIMENSION MATERIAL FRAME FRAME HARDWARE REMARKS NUMBER OF NUMBER OF JOINT DE5GRIPTION COMMON NAIL5 BOX NAIL5 NAIL 5PP NAIL SPAGNG FIRST FLOOR /0/ R.H 2'-6"x 6'-6" .`ALID GORE M450NITE FRE-0#6 N FRE-0 N6 ",9 PRIVACY LGL'K5Er ROOF F R AM IN S RAFTER TO TOP PLATE (TOE-NAILED) 3 - ad 3 - IOd PER RAF PER RAFTER PER J015T CEILING J015T TO TOP PLATE (TOE-NAILED) 3 - Ed 3 - IOd PER J6 GEILIN6 J015T TO PARALLEL RAFTER (FADE-NAILED) (HEEL JOINT) 4:12 11 fl - Ibd 1 - 40d L) L= Ez RAFTER SLOPE: H12 22 - Ibd 22 - 0 d 5:12 14 - Ibd 14 14 - 40d EACH L EAGH LAP 7:12 10 -Ibd 10 - 40d I.D. ROOM MANUFACTURER MODEL R.O. REMARK5 q:12 AND GREATER b - Ibd E, - 40d GEILIN5 J015T LAP5 OVER PARTITION (FAGE-NAILED) FIRST FLOOR WINDOWS RAFTER 5LOPE: 3:12 22 - Ibd 22 - 40d 4:12 11 - Ibd IT - 40d Ol POWDER ROOM MARVIN OR EWAL W6M2636 2'-5°X 3'-0 111/6" 3'-O 9/l6" L.N. 5:12 14 - Ibd 14 - 40d EACH L EACH LAP 1:12 10-Ibd 10-40d j'-O q/l6" L.H. /HDR HT Y'-8" WITH 7EMPERED 6LA55 q:12 AND GREATER B - Ibd B - 40d 02 57VDY MARVIN OR EQUAL N6M3672 3'-I" X 6'-O 41/6" 03 KITCHEN MARVIN OR EQUAL PZM2636 2'-5'X,3'0 41/6" 3'0 q/l6" R.H. COLLAR TIE TO RAFTER (FAGE-NAILED) RAFTER 5LOPE: 3:12 1 - IOd 1 - 12d 04 KITCHEN MARVIN OR EQUAL W6M2636 2'-5' X 3'0 41/6° 3, 0 q/l6° L.N. 4:12 6 - IOd 6 - 12d PER T 5:12 4-IOd 4-12d PER TIE 05 KITCHEN MARVIN OR BWAL WCM24,36 2'-10X 3'-O 4116" 31-0 q/I6" L.H. / NO 6RILLE5 6:12 AND 6REATER 4 - IOd 4 -12d EAGH END O6 KITCHEN MARVIN OR EaW Pv6K5636 3'-1 ° X.310 4116" f-O qAb" L. H. NO 6RILLE5 5LOGKIN6 TO RAFTER (TOE-NAILED) 2 - bd 2 - IOd EACH E EACH END 07 KITCHEN MARVIN OR EQUAL W6M24736 2W' X 3'-O 4116" 3'-0 q/l6" R.H. / NO 6Rll I F5 RIM BOARD TO RAFTER (END-NAILED) 2 -16d 3 - Ibd EACH E W A L L F R A M I N G TRANSOM WINDOWS O6 ATTIC MARVIN OR EQUAL WGM2424 2'-I" X 2'-0 9116 ° 2'-0 q/I6" R.H. TOP PLATE TO TOP PLATE (FADE-NAILED) 2 -Ibd 1 2 - Ibd 1 PER PC PER FOOT 101NT5 -EAGH 51DE O4 KITCHEN MARVIN OR EWAL W6M2424 2'-P X 2'-O 4,16 2'-0 4/76" L.N. TOP PLATE5 AT INTER5EGTION5 (FACE-NAILED) 4 - Ibd 5 - Ibd JOINT5 -Ea 5KYL16HT5 5TUD TO 5TUO (FADE-NAILED) 2 -16d 2 - Ibd 24' 0 24" O.G. 16" OG ALONG EDGE5 10 KITCHEN VELUX OR BWAL VGM2234 1'-101W X 2'-10 12" )(2110 12" VENT/A6 / 5CREENEO HEADER TO HEADER (FAGE-NAILED) Ibd Ibd 16" OG ALON PER 5TUD TOP OR BOTTOM PLATE TO 5TUD (END-NAILED) 2 - Ibd 2 - 40d PER 5' E30TTOM %.A01 TO FLOOR J015T, BANDJO15T, EWJ015T OR BLOCKING 2 -Ibd 12 2 - 16d 12 PER FC PER FOOT NOTE5: (PAGE-NAILED) ALL WINDOW5 5HALL INCLUDE INSECT 5CREEN5, FACTORY HEAV AND SEAT BOARD5, AND FA67 M1R95, AND FACTORY EXra&ON JAhB5 (IF REWIRED). F L O OR F RAM I N S ALL 6LAZM6 WI7H1N IW OF THE FIN15HEO FLOOR SHALL BE TEMPERED GLASS A5 FER W5 C01 45 PER WY5 CODE - VERIFY WI7H MAWF46NREP. FOR 5fEC1FIG REQUIREMENT5 FRIOR TO ORDERING WINDOWS. 6WlNDOW6 J015T TO 51LL, TOP PLATE OR 61RDER (TOE-NAILED) 4 -bd 4 - IOd PER JC PER J015T BRIP61NG TO J015T (TOE-NAILED) 2 - bd 2 - IOd EACH E EACH END EA6H END BLOGKIN6 TO J015T (TOE-NAILED) 2 - bd 2 - IOd EACH E 5LOGKIN6 TO 51LL OR TOP PLATE (TOE-NAILED) 3 - Ibd 4 -16d EACH BL EACH BLOGK EAGH J015T L~IC-;P~~7 $ l! EI LED6ER 5TRIP TO BEAM (FACE-NAILED) 3 - Ibd 4 - Ibd EACH J S%) VENT (4%) J015T ON LE06ER TO BEAM (TOE-NAILED) 3 - Ed 3 - IOd PER JC PER J015T ROOM NAME ROOM LIGHT (5%) PER J015T AREA REQUIRED PROVIDED PROVIDED REQUIRED PROVIDED BAND .0157 TO J015T (END-NAILED) 3 - Ibd 4 - Ibd PER JC 57VDY 131 5q. ft. ll sq. ft. 23 5q. H. 23 sq. Pt. 6 sq. ft. 16 sq. ft. BAND J015T TO 51LL OR TOP PLATE (TOE-NAILED) 2 - Ibd 2 - Ibd PER F( PER FOOT KITCHEN 166 5q. ft. 16 5,q. ft. .316q. ft. .316q. f t . B sq. f t . 3 3 sq, f t . R O O F S H E A T H I N G INTI 5TRUGTURAL PANEL5: PANEL EDGES 5UF SUF ERMEDIA PANEL INT SUPPORTS EE4° b" N07E: ROOM5 WILL HAVE BOTH ARTIFICIAL LIGHT AND MECH. VENTILATION IN ADDITION TO NATURAL I W TO NANRAL LIGHT AND VENT PROVIDED. INTERIOR ZONES bd IOd 4" ALL AREA5 5HOM ABOVE ARE IN 5 WARE FEET. PERIMETER EDGE ZONE 5 bd IOd 4" 4" 4" GABLE ENDWALL RAKE WITH LOOKOIfr BLOCK bd IOd 4" 4" 4" CLIMATIC 4 GEOIGRAPHIG DE 4I0 17ESIGN GRITERIf~ G E I L I N 6, S H E A T H I N G 7° EDGE / 10" FIELD 6YPSUM WALLBOARD 5d COOLERS 5d GOOLER5 1" EDGE / 10 WINTER IGE SHIELD GROUND WIND SEISMIC SUBJECT TO DAMAGE BY MA6E BY UNDERLAY- FLOOD W A L L S H E A T H I N G DESIGN KENT HAZARD5 5NOW (SPEED IN DESIGN WEATHER- FR05T LINE LOAD MPH) CATE60RY INS DEPTH TERMITE DE ERMITE DECAY TEMP. REQUIRED STRUCTURAL PANEL INII PANEL INTERMEDIA ED6E5 5UPPORT5 N/A PER MOD. TO 5LIt 10D. TO 5LI6HT TO PANELS/HARDBOARD EDGES 5UF HEAVY MODERATE II DEGREE5 YE5 WA INTERIOR ZONE Bd IOd 4" 4" (711 20 P5F 120 R 301.2.2 5EVERE 31-0" HEAVY MOE 4' ED6E ZONE ad IOd 4" 4" 6.. FIBERBOARD PANEL5: 1/161, 5/5 bd3 _ 3" E6E / E 3" EDGE / 6" FIELD Nit I L I NG NOTE: 2532" 8d 3 3" E06E / b NOTES 2 3" E06E / 6" FIELD 7' EDGE / IO" FIELD I. NAILING REQUIREMENT5 ARE BASED ON WALL SHEATHING NAILED V ON OENTEF D V ON CENTER AT THE PANEL EDGE. IF WALL LZRTFUEBOARD 5d GOOLER5 5d COOLERS T' ED6E / 16 SHEATHING 15 NAILED 3' ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER 51 FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE 6ONNEGTOR5, BTAIN HIGHER 5HcE~A~~R CAPAGITIE5, NAILING REQUIREMENTS E 6ONNEGTOR5, 5XH A5 5HEAR PLATES, SHALL BE USED L5 bd bd 5EE MANUFA SEE MANUFACTURER TO MAINTAIN THE LOAD PATH. 2. WHEN KALL SHEATHING 15 CONTINUOUS OVER (GONNEGTED MEMBERS, THE TABUL ER5, THE TABULATED NUMBER OF NA IL5 5HALL BE F L O O R H E A T H I N G PERMITTED TO BE REDUCED TO I - Ibd PER FOOT. 3. CORROSION RE515TANT 11 6A6E ROOFING NAIIL5 AND 16 6A6E STAPLES ARE PI 5TAPLE5 ARE PERMITTEDGHEGK IBG FOR ADDITIONAL LE55 IOd DEl ER THAN I" IOd Ibd 16E DGi, J01 6' ED6E / 12" FIELD 6' EDGE / 6" FIELD REQUIREMENTS. 4. ALL QUANTITIE5 ARE BASED ON 16" OC 5PACIIN6 FOR RAFTERS, JOISTS AND 5 5T5 AND 5TUD5. 5. FOR ROOF 5HEATHIN6 WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, 11 OF THE ROOF, INGLUDIN6 4 FEET ON EACH 5IDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENT5 ! REQUIREMENT5 5HALL BE USED. 6. FOR WALL SHEATHING WITHIN 4 FEET OF THE GORNER5, THE 4 FOOT EDGE ZONE ;OOT EDGE ZONE5 ATTACHMENT REQUIREMENTS 514ALL BE USED. I SEAL: SEAL: _ REVISIONS/SUBMISSIONS: DRAWING TITLE. DATE DESCRP•T~K)fl ';yS~ -M~,S'i\ 'rrzsroe amvv Dry pea BHA Qi fCHL1)ULr-! m- ¢ °4„n\~ bum molar ,r 9T yr o 073086 yCP~ r CAD FILE NAME ~ DF NEB P:\2007\1555\CD\A-8 PROJECT T PROJECT TITLE DATE: NSA PROJECT w, APPITI APPITIO/9f AND ALTERATIOPIf JU/1. 5, 2011 07-1355 Nemschick Silverman Architects P.C. ...the business of ARCHITECTURE." 2555( 2535 CEDAR LAVE SCALE: DRAWING NO.. _ _ eA?T r EAfi MARIO/V, ff 11939 Af /VOTED 430 Green Way, Cutchogue, New York 11935 DISTRCT: DISTRICT: SECTION: BLOCK: LOT. DRAWN BY Phone : 631-734-7007 Fax : 631-734-7347 "'1-8 0 COPY ff 2M1 W SCHCR SLVERMN ARCHTECTS P.C, IOC 3 P.C, 1000 57 04 1011 EDM h ttp : //www - n s-arch . co m FLOOR PLA/1 NORTN ZWAA/NG 6KMBOL L,56ENV A35REY IA 7l0N5 c0/\6Nuc ZION NOfi> 5 GENERAL NOTES IIERAL NOTES A. AREA 0711. GM/ANTl7Y SYMBOL DE5GR/PT/ON AB. AAGHOR BOLT RAE), RADII SYMBOL DESCRIPTION A,6.L AMERICAN R.D. ROOF DRAIN ALL "ORK is CONCRETE LOCAL BUILDII ALL WORK 15 TO CONFORM TO THE RULE5 AND RE6ULATION5 v, THE R EACH CONTRACTOR AND SUBCONTRACTOR 5HALL BE RE5PON5BLE FOR ll. MAXIMUM 5TEP OF FOOTIN65 SHALL BE ONE VERTICALLY LOCAL WlLDIN6 DEPARTMENT AND 7HE NY.5. BUILDING 6ON57RU6710N MAINTAININ6 SAFETY ON THE JOB 517E DURIA6 THE CON57RLCTION HORIZONTALLY WHERE ELEVATIONS CHANGE UE VERTICALLY TO TWO 5 WELDING SHALL BE IN ACCORDANCEWIITH AW5 SFECIFICATIONS U51N5 INSTITUTE .1 REGPT RECEPTACLE NO ' GODS. NO NOTE OR DETAIL OR LACK THEREOF 5H4LL BE CONSIDERED FN45E TO COMPLYWITH THE RE60LA77ON5 AND REWIREMEN75 OF THE 12. ALL RETAININ& WALL5 SHALL BE ADEQUATELY BRACED G 5E E70-XX ELECTRODES. ADA. AMER/GAN5 Wl7H REINF. REINFORCING COVE O NO NO x SECTION ELEVATION ADH A E DR DOOR ACCORDANCE A5RaIEVIN5 THE CONTRACTOR FROM EXECUTION OF ALL AVRK IN OCCUPATIONAL5AFETYANDHEAL7HADMIN157RATION. TH155AALL CON5TRLCTI0N TO MAINTAIN 5AFETYAND 5TABILIT7: BA[ TELY BRACED DURING 6. ALL BOLTS SHALL BE A57M A-3254 AND SHALL BE INSTALLED TO A SNIK STABILITY. BACKFILLIN6 SHALL CONDITION A5 DEFINED IN A15C SPECIFICATIONS. DISABILITIES ACT ON. DOWN AS RELI N ACCORDANCE WITH ALL 57ATF AND/OR LOCAL. CODE5. IN-LIVE, BUT ARE NOT LIMITED TO. PROVIDING ALL NE5E55ARY NOT BE PERMITTED UNTIL CONCRETE HA5 ACHIEVED q0% t ACHIEVED q0% OF THE 5P_6IFIED 7 ALL WELDERS .SHALL BE CURRENTLY CERTIFIED. THE FOLLOWlNS TA6- SEE 60VE X TA6- SEE A.FF. ABOVE DTL. DETAIL C~~ TEMPORARY 5/PPOR75 AND BRACING A5 MAY BE REQUIRED PRIOR TO DESI6N 5TREIGTH. CER77FICATION5 ARE ACCEPTABLE: NEW YORK STATE, NEW YORK CITY X-% DWG. AS DWG. AS FINISHED FLOOR DNiS. DRAWING 2, ALL ELECTRIC NOTED NOTED ALT AL TERM 7E ~ 5. DGPELS APPROVED, ALL ELECTRICAL WORK TO BE FIRE 64CERhRITER5 IN5RE67ED AND THE THE INSTALLATION OF NEW 5TRUC7URAL ELEMENT5, A5 HEI T A5 APPROVED. SUBMIT CERTIFICATE TO OWNER UPON RECEIPT. ADEQUATE AND PROPER BARRICADES, RAILIN65, Ll6HTlN6, 5TAIP5, ETC. 43. ALL CONCRETE SHALL ATTAIN A MINNUM STRENGTH OF 5TREN6TH OF 3,000 P51 ® 26 DEPT. OF B ILDIN65, OR TEW7N5 LABORATORY CERTIFICATION TO THE AW5 ALJALUM ALUMINUM E.I.F.S. EXTERIOR REWIRED TO PROTECT THE WORKMAN, OPOIER5 PERSONNEL AND DAY5. FOUNDATION 5LA05 ON GRADE AND COWREIE EX 7 CONCRETE EXF05ED TO LODE ELECTRICAL CONTRACTOR TO VERIFY ELECTRICAL SERVILE AND PARCEL 07HER5 FROM !NVRY LUE TO CON5TRZT10NWORK PROVIDE FREE WEATHER 5HALL BE AIR ENTRAINED. PAIN YNG FINISH TAG- ANOD. ANODIZED IN5LATION 3. ELECTRICALC FOR A55WACY IN PROVIDING AEW ELECTRICAL IN57ALLATION5 A5 AND 5AFE PASSAGE FOR PER50N5 TO AND FROM AREA5 AND 14. ALL CONCRETE REINFORCN5 5TEEL 5HALL BE IN ACCORL BE IN ACCORDANCE Wl7H AS TM L ALL 31TEL AFTER FABRICATION 5H,4LL BE THORW56 LY CLERAED OF 8167, TA6- SEE SEE FINISH A.N5.1. AMERICAN FINI5H SYSTEM FOR A5EGMA6 % NATIONAL ELEGJ ELE67RICAAL 5HOM ON THE 5HOWN ON THE PLANS UPGRADE, SERVICE, METER AND PANEL A5 MAY FA6ILITIE5 WHICH ARE TO REMAIN A415 GRADE 60 DEFORMED BARS. DIRT, LOOSE MILL SCALE, AND OTHER FOREIGN MATTER AFTER CLEANING, DWG. AS x_X LEGEND & 51ANDAR95 ELECT. BE REQUIRED. x-x NOTED GEILIN6 FIN. IN57`17WE ELEvln ELEVATION BE REQUIRED. 20. FIGURED DIMENSIONS SHALL GOVERN SMALL SCALE DRAWlN65 WHERE 15 /^IELDED WIRE MESH SHALL BE IN ACCORDANCE WITH A577 AXEWITH ASTM A-1615. STEEL 5'/RFACE55YALL BE 9W-PRIMED WITH ONE COAT OF METAL LEGEND AFFROX. APPROXIMATE B6 ENGINEERED 4. ALL PLUMBING DIME161ON5 ARE E57ABL15HE9 BY CONDITIONS lFEXISTING, EACH ALL PLUMBING PIORK TO BE IN 5TRICT ACCORDANCE WITH NY.5. CODE CONTRACTOR 5HALL MEAWRE EX157/N6 CONDITIONS PRIOR TO ORDERING 16. ALL 5TRIXTURAL MEMBER5 5HALI. BE POURED FOR THEIR bLr~ FR/MET{ AND ONE COAT COLOR TO BE SEECTED BY OWVER. PAINT COAT5 ARCH RTECT/ EQ. EQI/AL AND ALL APR AND ALL APPLICABLE LOCAL RE61/LATION5' MATER/AL5 AND COMIMEN51N6 WITH WORK ONE OPERATION C0N57,R1/6TIDN.101N75 -lxH A5 A DAY5 RED FOR THEIR RLL DEPTHS IN SHALL BE FILL PETTING, APPLIED 7110ROU5HLY AND EVENLY TO THE PLUMBING AVG. AVERA6E P01F. ERUIPMENT 5. CONTRACTOR CONTRACTOR TO EFFECT AND MAINTAIN INWRANCE, IE CONTRACTORS 21. 6ENERAL CONTRACTOR AND HI5 5185 ARE RESPONSIBLE FOR ALL LAY- SHALL BE LOCATED IN THE MIDDLE OF THE SPAN, MAIN RL 16H A5 A DAYS POUR JOINTS SURFACES, AND FREE FROM SFRAY DUST, RUNS OR 5465. F SPAN, MAIN REINFORCING TO 2 FRIMEP, SHALL BE 0577-0-LEUM 106q RUST INHIBlTIN5 PRIMER OR AGCE55ORIE5 B.O. BOTTOMOF ETC. ETCETERA LIABILITY WN LIABILITY, NORKMAN5 COMPEN5ATION, COMPLETED OPERATION5, ETC. OUT WORK, 1NCLUDIN6 5PEGIFIED LAY-OU7 DRA llN65 AS REWIRED. RUN 7HRO16H THE JOINT KEY AND ROUGHEN JOINT5 TO EA :N JOINTS TO EXPOSE AFT-(ROVED EQUIVALENT. SECOND COAT SHALL BE RUST-O-LEUM 1060, OR ELEVATION TA6- SEE BD. BOARD EXIST. EX15TIN6 ADEWATE FOR THE PHRP05E5 OF TH15 PROJECT AND FURNISH PROOF OF GENERAL CON7RACTOR SHALL COORDINATE RE5PE6ITVE 5M 5CON 7 FA C TOR5 A66REGAIF FOR CHEMICAL BOND. APPROVED EQUIVALENT BENGHMARK x-x AGGESSORIES B06. EUILDIN6 EXP. EXPOSED AOEOU47E TO LEGEND B.F.F. BACK LON Exr. EXTERIOR SAME TO THE N 5AME TO 7NE OWNER PRIOR TO COMWN5M WITH WORK SO A5 NOT TO CAUSE UNWE HAR725HIP, DELAY AND INTERFERENCE WITH 17. NO A9RIZONTAL JOINTS SHALL BE PLACED IN WALL5 EXCE IN HALLS EXCEPT A5 SHOWN ON 3 AFTER ERECTION TOUCH UP ALL FIELD CONNECTIONS AND ABRADED F.D. FLOOR DRAIN 6. EACH C o5UABCO/N~~~ EACH WBCO/N,~~T~R~A,yCTOR SHALL SUBMIT A COPY OF H15 IN5URAWE CONDUCT OR WORK THE DRAWINGS, Wl7HOUT THE APPROVAL OF 7HIE LN61VEER. THE LNGINEER. S'/RFACES WITH SAME TYPE OF MATERIAL USED FOR SHOP COATIN'6. BLK. BLACK FDN. FOUNDATION COVERAGE (A EXTERIOR BLK6 BLOCKING FIN. FINISH THE OWNER PR COVERAGE (WORKMAN5 COMFU6AT104 LIABILITY, D15ABILITYJ 70 22 CONTRACTOR TO REMOVE ALL LEOR15 CREATED BY THIS WORK FROM THE MAUNDA7/oN WALL FY1UR IN ONE OR FINISH TA6- BRO. BEAR#6 FIXT FIXTURE THE OWNER PRIOR TO COMMEM5lN6 WORK EACH 51,56ONTRACTOR 5HALL 517E AND D15P05E OF IN A LEGAL MANNER ON A MEEKLY BA515 OR l8 MAXNOIM/M M L L MORE THAN THAN OF F FOVW AT ION H COLUMN DIM. OR 60 'OUR IN ONE OPERATION SHALL LiP lMN DIM. OR 60 FEET I, ALL LUMBER SHALL BE POV6LA5 FIR LARCH All 2, FB = 675 P51, FV = q5 Roo HUMBER SEE EXT. BTM BOTTOM FIR FLOOR 5U5M1TLIENR SUBMIT LIEN RFLEASE5 PRIOR TO REWE5TIN6 FINAL PAYMENT. 500AER IF 6ONDITION5 WARRANT. MATERIAL BTN BErYEEII FRZ FREEZER xxx TA6 LEGEND/SITE GAB. CABINET FT `EFT/FOOT 7 CONTRACTOR CONTRACTOR SHALL AT ALL TIME5 PROCEED WI7H WORK A5 TO MINIMIZE 23. AT THE COMPLETION OF WORK THE 517E 15 TO BE CLEARED OF ALL /11. BOLT ~F CONTRACTOR TO BE RESPONSIBLE FOR SETTIM BoL75 AND LEVELING PLATES. 5LE FOR 5E771146 ALL ANCHOR P51, E = I,60O,000 P51, MAXIMUM M0157URE CONTENT t 14.$ C6.r. COMPACTED FTC. FOOTING THE OWNERS I. THE OWNERS INCONVENIENCE, AND SHALL DO 50 IN AWORKM44N-LIKE DEBRIS AND EXCESS BALS. THE FACILITY 15 TO BE LEFT BROOM 20. PROVIDE CONT7MA26 2x6 TREA71 D 517-1. PLATE OVER TER 2 ALL STUD LUMBER SHALL BE DGU6LA5 FIR LARCH 57UD 6R4DE, FB = 675 6RAAMAR FILL 6A. 6A6E46UA6E MANNER h/ANNER GLEANED AND h'ORK /5 l5 TO TO BE COMPLETED TO THE TOTAL SATISFACTION 'LATE OVER TERMITE SHIELD F5I, FV = 45 PSI, E = 1,400,000 P51, MAXIWH MOISTURE CONTENT ( NZ. C.J. CgN7ROL JOINT CAL. 6ALLON OF THE Ok&ER PRIOR TO RELEASE OF FINAL PAYMENT TIED INTO FOUNDATION WALLS W17H 5129"ANCHOR BOL T5 3' ALL 5ALVA&EABLE MATERIAL5 AND 5WIPMENT INCLUDING FIXTURES MAX. FROM ALL GORNER51 WI7H IO"m#i EMBEDMENT FROV l6H0R BOLTS 3'-0" o.c. (/'-0' 3 ALL kWV CONSTRUCTION SHALL LOMPLYWITH 71E NATIONAL DE51ON C.L. 60CENTER 1178 LIE 6ALV. 6ALVANIZED 6. ALL 5ALVA&E 6.C.. 6ENERAL M RNl5HIN65 AND DECOR ITEM5 SHALL BE 570RED AND FRO7ECTED FROM 24. THE ARCHITECT 845 NOT BEEN RETAINED FOR ADMIN15TPATION OF THE SEALER AND 6RWT- 5ILL PLATE TO WALL. BEDMENT PROVIDE SILL 5PE61FICATIOvN~ nFOcCRnW 09 LON57RZT10N, LATEST EDITION. O DOOR TT EG- CL6. GEILIN6 CONTRACTOR RRN15H1N65A D EXISTING WALL CL05. CLOSET 6D 6RADE DAM46E UNTIL DAM46E UNTIL 7HE OWNER DETERMIAE5 THE COURSE OF ACTION TO BE CON5TR67lON OF THI5 PROJECT. 4. ALL HOOP EXP05ED TO WEATHER SHALL BE CCA TREATED IN DOOR SGHD. TO REMAIN CLR. CLEAR 6L. 6LA55 TAKEN WITH 5) TAKEN WITH 5AME 21 . FLOOR SLABS GRADE 70 BE 4" POURED GONR, 25. GON7RrF67OR5 SHALL COOPERATEWI7N ALL OTHER TRADES AND WHERE WPRE REINFORCIN NG AND 57iEL 7ROhEL FlNlSI. PROVIDE DE D CONCRETEWITH 6x6/1.4X1.4 6A. ACCORDANCE H17H AFPA STANDARDS. NlSH PROVIDE 1/1" PREMaLDED 5 ALL MOD CONNECTORS SHALL BE BY N51MP50N; "TECO; OR COL. COLUMN GIP. 6YP5AM7 CONC. CONCRETE H.C. HANDICAP 9. PRO7ECrAND PROTECT AND MAINTAIN EX15TIN6 UTILITY LINE5 kVICH ARE TO REQUIRED 1N57ALL ALL BUILT IN WORK 5LEEVE5, ftERT5, ETC., A5 E/~X,PAN51ON JOINTING AT FLOOR 5LAB AND FOUNDATION It FWwOATION WALL. PROVIDE2" APPROVED EWAL. COND. CORWIT ACCESSIBLE REMAIN IN 5B; REMAIN IN 5ERVICE IN 5ZH A MANNER A5 TO AVOID INTERRI/PTION OF REWIRED FOR A COMMLETE JOB. (R'-IO mmJ RIG/D INWLATION 2'-O" EACHWA7' (FOR HEATE, 4Y (FOR HEA7ED SPACEW 6. MP1,0ER5 DE516NATED A5 '6AN6 LAM" OR "LAMINATED VENEER LUMBER" CONN. CO S~TON N.C. IVLLON THESE LINES WINDOW TA6- OT H H HICHD TTY AL 7ERED, GAf THE5ELINES UNLE55 OTHERWISE NOTED, ALL EXI5TIN5 UTILITlE5 STALL BE 22. ALL WAGS ON GRADE SHALL NAVE 7NIGKENlN65, DEPRES' 5NIN65, DEPRE551ON5 OR %VL"SHALL BE M M)FACTURED IN ACCORDANCE WITH SPECIFICATIONS xO SCHEDULE $ = _ = EXISTING WALLS cONr coNTIn~as HDHDR. HEADER W HARDWARE 6OVERNMENT1 ALTERED, GAPPED, OR RELOCATED IN A MANNER APPROVED BY THE 26. 555 NYS. WILDING 6ON57R CTION CODE MAAVAL FOR REQUIRED P,COD W HEREIN OR ON BY LOU15/ANAqP~~ACIFIC CORP. NO 5UB5Tl7117E5 SHALL BE PERMITTED DOOR 5GHO. TO BE REMOVED CONTR. CONTRACTOR HDWD. HARDWOOD 6OVER~TAL AUWRIT/E5 AND UTILITY COMPANIE5 HA V/N5 _M15D1CT/ON FRAME M41LINE 5CHEDME. OPENINGS, ETC., A5 REGA/IRID OR AS SHOWN HEREIN OR OM1 ARGHlTE67URAL DR,AVIIH65. .,d A5 TO GUARANTEE A COMPLETE INSTALLATION. WITHOUT THE EN6MIEERS APPROVAL. DE51GN 5TRE55E5 ARE A5 FOLLOWS: G.T. CLRAM16 TILE HM (LpW f1Erp~L .`O AS TO 6Uf C.5.1. COA157RZTION C(lONTRAGTwi) BEAMS AND 5LAB5 F5 = 2,g5OP51, FV= 217OP51, E = 2,000.00OP51 SPECIFICATION HT H~lECIGHT Il. CONTRACTOR. CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL EX15TIM5 PORK CONCRETE 23. PROVIDE R 1105 ON WALL5 OR BFAM "BFOR aM5, 6' FOR CABS, 6" FOR BEAMS, 7 THE ARCHITECT SHALL PROVIDE CALCULATIONS TO THE CONTRACTOR FOR IN5TIW H.VA.C. REATING, ADJACENT TO ADJACENT' TO H15 NORK, OR DAMA6ED A5 A REWLT OF H15 YORK ALL CONCRETE At-R< SHALL CONFORM WI7H THE REGN/lREMENTS OF THE UNJN. WHERE EX15TIN& MATERIAL5 ARE TO BE MATCHED, CARE 15 TO BE I AMERICAN CONCRETE HAL UTE A.Cl 3/6 LATEST EDITION. 24. TOP ELEVATION OF 5LA55 SHALL VARY A6CORDIN6 TO F, VERIFICATION OF LOADS AND BEAM 51ZE5 WITH MFR. PRIOR TO ORDERING PROPOSED WALLS CU. CUBIC VENTILATION iAIR WHERE EX157IA REVISION REFER TO DBL. DOUBLE CONDITIONIPI6 TAKEN IN BLE7 TAKEN IN BLENDING COLOR5 AND REPLICATING ADJACENT FORMS AND MATERIAL. 5EE ARCHII55711RAL DRAWING5. 5CORDIN5 TO FIN15H FLOOR AND MAV FA67WE. NOTIFY ARCHITECT OF ANY DISCREPANGES IN i. HRITIN6, 51-k-," THERE BE A PROBLEM. TAG FLOOR PLANS DE6. DE6REE5 1.6. WLA7FV 6Rd5W CONTOURS. CONTOUR5. 2 CONCRETE CONTRACTOR TO 5E AND PLACE FORMK WITH STRICT 25. 1N' ANY APPROVED CON57RXTION JOINT, PROVIDE 2'X 4', ROVIDE 2'X 4" KEY MIN. AND 24 6. THE CONTRACTOR SHALL BE RE5PON51BLE FOR COORDINATING ALL FOR SIZE DIA. DIAMETER AOL. IZW5 DIM. DIMENSION INFO. INFORMATION 12. BEFORE SUBMI BEFORE 5UBMITTIN'6 ANY PROP05AL, IT SHALL BE THE RE5PON5IBILITY ATTENTION AND GAPE TO ALL DATUM, FLOOR AND 694DE ELE'UATION5 BAR DIAMETER LAP (I6" MIN) OF REINFORCIN6, EXCEPT FL :IN6, EXCEPT FOR 5LA35 ON REQUIRED 1W-TCT7ON5 OF THE ROUGH AND FINAL FRAMING INSUL. lNS'/LATION 1N57L. IN57ALLATIOW/ OF THE CONTR OF THE CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL 065TIN6 GRADE TNT: INTERIOoNR eox INSTALLED GONDITION5, h CON91TTION5, MATER/AL5 TO BE MATCHED, WORKING 5PA6E AVAILABLE, 3. CONCRETE FROTECTION FOR REINFORCEMENT SHALL CONFORM TO LATEST 26. 5LAB ON 6RADE 5HALL BE FCURED IN 5TRIP5. CON5TRUCT q THE DE516N LIVE LOAD IN LIVING AREAS 15 40 P5F (D1=10 P50 ATTIC LIVE UPS. CONSTRUCTION OR CONTROL LOAD 15 20 F5F (DL=5P5F) ROOF LOAD I5 45 F5F GRWND SNOW LOAD SCA~FE~~TfY~- FRECAUTIO*,, ETC. REWIRED FOR THE 5AFE AND EXPO7ITIOU5 A.C.I. 5FECIFI6ATION' .OIN75 SHALL HAVE A MAXlM1M 5PAGIN6 OF 301-0" IN E!T OF 3O'-0" 1N EITHER DIRECTION (DL=IO F5F) . ROOF 5PAN5 AND 5PAN5 IN LIVING AREAS ARE LIMITED 70 A EXISTING DOOR REFER PROPOSE TO D DOOR JJ5T. JOIST REOD RE,vIRED 5AFE7YPREC, Jr. T JOINT RA' ROOM 00CUTION OF TO REMAIN FLOOR PLANS OINT E*W/ION OF THI5 CONTRACT. FAILURE TO DO 5O WILLNOT BE 4. ALL TEMPERATURE REINFORClN6 SHALL BE 5i' FFIC1ENTLY EMBEDDED TO MAXIMNM AREA OF POUR SHALL BE 2700 SQ. FT 5Q. FT DEFLECTION OF L1360. AND SGHED. IN SUPPLIER R.O. RgKN OPL'-NINfG CAU5E CAUSE FOR E) OR CAUSE FOR EXTRA C05T5 TO THE OWNER OR OWNERS REFRE5ENTATIVE5. DEVELOP FULL 57REN57H IN ALL CONCRETE WALL5 AND 5LAB5. 27 ALL WALL AAD PIER F~TlN65 54A/1 BE MININAHM l2" 7NlG MININALM 12" THICK AND FROJECT I0 ALL CONCEALED SPACES IN PYOOD FRAMIN6 SHALL ~BpECFl~IRESTOPPEO WITH FOR SIZE LAM LAMINATE R.T.U. ROOF'TOP UNIIT CONTACT THE LAV LAVATORY SAN. SANITARY FOUND TO BE CONTACT THE ARCHITECT IMMEDIATELY IF FIELD CONDITIONS ARE FOUND TO BE OTHER THAN THOSE 5WAN HEREON PRIOR TO PROCEEDING S PROVIDE ADEQUATE TIES FOR ALL 57EEL REINFORCED IN 5LA05, BEAMS, 6" MINIMUM BEYOND ALL FACES OF WALLS AAD PlER5 UAL AAV PIERS UNLE55 OTHERWISE "D BLOCKING ACCURATELY FITTED TO FILL THE OPENING AND ARRANGED LB5. POUNDS 5.6. SOLID GORE WITH kVRK AFFECTED BY 5ANE PIERS AND WALL5, REINFORCED TO BE HELD AT CORRE-GT D15TANCE FROM NOS. TO PREVENT DRAFTS FROM MOVIFK FROM ONE SPACE TO ANOTHER. L.F. LINEAL FOOT 56HD. 5511a a WITH kVRK Af SECT. SECTION CONTRACTOR 3H ALL VERIFY ALL DIMEN5101,15 PRIOR TO FORM5 AND EARTH BY STEEL 6HA/R5 OR TIES 26. 6ROUT U5E9 SHALL BE NON-PE POU5 NON-5HRINK GROUT I 5HR1NK GROUT BY IN-PAKT AND A PROVIDE BRID61Ni 6'-O" o.c. MAX (SOLID OR CR055 M7261AG) . EXI5TIN6 DOOR PROPOSED L.P. LOWPOINT 5.F. SGYAREFT~7 3 CONTRACTOR MAIL. MATER/AL FABRICATION FABRICATION. 6. FOLLOW G.R.5.1. RULE5 FOR PLACING ALL REINFORCING 57EE1 AND `TALL ATTAIN A 5TRENOTH OF 4„'~X F51 IN 7 DAY5. !N 7 DAYS. 12. NOTCHES OR HOLES FOR P/PING ETC. IN 5TRUCTURAL FRAMING MEMBERS TO BE REMOVED FIXTURES WX MAX/MM SHT. SHEET FOR FUTURE MECH MECHANICAL 51M 51MILAR 14. DISCREPANCY D15GREPAWIE5, ERRORS, CM1551OAG, ETC, IN ANY PORTION OF TIE ACCE55OR155. 2q. A1LL 5LAB IfWER,4TURE REINFORCEMENT TO BE FIBERNP- TO BE FIBERMESH CONCRETE SHNALL ~ C@NOr BE PERMITTED. MT-6., MAMIFAC7URER 5M. SMALL DR4NIA65 WHl DRA~WvIN~GYS.1WHICH ARE AT VARIANCE Wl7H THE LAW OR~~D~lnNAVNCE5, RULE5 REETWORCEMEW A5 MAAtFAC7U,RED BY FIBERME5H CO. 01 SERMESH CO. OR APPROVED 13. DOUBLE J01575 UNDER ALL PARTITIONS RUNNW6 PARALLEL WITH THE J015T5. MIN. M1NIhAiM 5P-65. 5PECIFICATIOMIZ OR RE6ULATIC OR RE6iM 710NS, BEARING ON THE CONDUCT OF THE NOW 5HALL BE 7 CONTRACTOR SHALL SUBMIT CONCRETF MIX REPORT WITH E[x1'1AL. MIXING AND PLACEMENT SHALL BE IN ACOORDAM IN ACCORDANCE TO 14, AL~LLA ~FLOOR AND SKYLIGHT OPENIAYS ARE TO BE FRAMED WITH DOUBLE REPORTED PROMPTLY TO THE ARCHITECT. COMPRE56ION TE5T RE-5/L T5 70 ENGINEER FOR REVIEW PRIOR TO MAAVFACTI RER5 5 C1FICATIONS. 5TARTIN'G FW619ATION CON5TRUCTI0N HEADERS AND TRIMMERS RLLY JOINED WITH 57EEL BRI06E5 OR "TE605". L /5 O ~~@~lN/NG5 X51 BUIS AIL SO. Fr ~~FEET RE~R~FR RESISTANT 5.5,5/5 57AINLE555THL 15. IFCOND~~µItTION5 lF CONDITION5 EACOI/NTEREO DURING CON5TRX ITON DIFFER -`V- 15 TO ELIMINATE THE HAZARD OF MOISTURE CONOL76AT1ON IN COLD WEATHER, MID. HOANTED 5~ STAN ARD FROM ANAT FROM WHAT 15 5HOWN ON DRAWIN65, THE ENGINEER SHALL BE 6. REPRE5ENTATIVE TE5T CTlINDER5 SHALL BE TAKEN FROM THE CONCRETE AND TO PERMIT THE ESCAPE OF HEAT IN HOT WEATHER. VENTILATION OF MTL. METAL NOTIFIED IMME NEC. NIOT/NCON7RACT 57R r.. 5nwnRE/-AL ~FR~& CONFORM NOTIFIED IMMEDIATELY AND WORK SHALL NOT FROORE55 UNTIL PLACED EACH DAY IN ACCORDANCE WI7H CONCRETE 5°ECIFICATION5. l SALL 1~ilFISTEELGATIONS ONS FOR R 57R(.C 5n ANDIURAL ERECTION STEEL, SHALL LATESTEDITION ,ALL CONFORM TO A15C ATTIC AND CRAWL SPACES 15 REQUIRED. BLOKKIW AND BRID51N5 SHOULD ATEST EDITION BE ARRANGED 59 A5 NOT TO INTERFERE ~ W~I~fTrH~ THE MOVEMENT OF AIR. GS-l - NOTES, LEGEND, ABBRFV/ATIONS AND RON. _NO R 5U9'71. 5UPPLYiIED AID ALL FR061E045 ARE RESOLVED TO THE 5AT15FACTION OF THE TESr/N5 SHALL BE PERFORMED AT 7 AND 28 DAY5. ENOMEER. ALL 5nW7W& 5TER 5HALL BE A5774 A-36, EXCEPT 571 -36, EXCEPT STRUCTURAL TUBE 16. ALL CATHEDRAL CEIL~LIN65 SHALL HAVE CONTINVUS VENTILATION FROM PLUMBING R/SER DIAGRAM NNQMM SF. NATIONAL 569. -96FBVfP D 57RZnRAL PIPEWMICH SHALL EAVES TO RIDGE 5/ZE INSULATION ACCORDIN6LY. FROVIDE 3/4"dlo. VENT SANITATION TO. TOP OFH B'7LT l6. ALL SUBCONTR ALL SUBCONTRACTOR5 SHALL BE RE5PON51BLE FOR FlLIN6 AND q. ALL ME5H SHALL BE 5PLICm W THAT THE OVERLAP BETYiEENN OUTERN05T 2' WHHlCH SHALL BE A5774A5CO 6RA:IF- B. AND 57RZTVRAL I HOLES A5 NEEDED 7HRU 5KY1I6HT FRAMING TO MAINTAIN CONTIMkIU5 PP-l - PLOT PLAN DRYYVELL CALCULATIONS FONDATION T$B TOP s BOTTOM OBTAINING AM N.T.S. NOT TO SCALE T66 r6W;gE d 6RC70VE OBTAININi APPROVALS FOR THEIR WORK WHICH MAY BE REWIRE9 CRO55 WIRE5 OF EACH 5HEE715 NOT LE55 THAN 7HE 5FAC/N6 OF THE BE A57M A50l. - CR055 WIRE5 PLU5 TM INCHES, IME55 OTHERWISE 5HOWV ON THE 3. ALL 5TRUGTURAL STEEL U5ED A5 EXTERIOR WALL LINTELS R WALL LINTELS SHALL BE VENTILATION ALL 5JBCONTRACTOR5 5HALL PROVIDE ALL EQUIPMENT, T002-5, FENCES DRAWING. GALVANIZED. 17. DOUBLE J0153 UNDER ENTIRE BATHROOM AREA IINLE55 OTHERWISE NOTED. A-/ - FOLINDAT/ON PLAN AND DETAILS CA. OVER ALL 7EMP TEMPERED Ix ALL B c'Y-0NTF O.G• ON CENTER NP TYPICAL TRANSPORTAT ~7Rv~AN5~~P~ORTATION, 5AFFWARD5 ETC., A5 REWIRED FOR THE PROPER O WITHSTAND OAE~-HALF 7HE l6. THE CONTRACTOR 5H/LLL IAGORPOR4TE ALL REQUIRED 5TRAP5, AN6LE5, OPNG. OPBW16 UL. UNOERWRl7T=R5 EXEaTION OF A-2 - FIRST FLOOR PLAN AND DEMOLITION PLAN OPT.. OPTIONAL LABORATORIES 5'OaTION OF THEIR AMIC /0 ALL FOWDATION5 5HALL BE CA5T ON UW15711RBED OR CONTROLLED 4. BEAM 60NNECTION5 SHALL BE DE5I6MV TO W1771STAND 01 COMPACTED SOIL HAVING A MINII-I M BEARING CAPACITY OF TYO (2) TONS M/AXIMNM ALLOWABLE UNIFORM LOAD FOR THE PARTICVLAH THE PARTICULAR BEA%f AND TIES, :1/FPORTS, ETC. A5 MAYBE REQUIRED FOR PROTECTION OF STRLCTI.RE OPT. OPP051TE W. ULTRAVIOLET TO. ANYDEV~ATIO ANY DEVIATIONS FROM THE ARCHITECTS DRANIN55 Ml5T BE WBMITIED PER 5'M, /ARE FOOT U LE55 OTHERWI5E NOTED (W&ECT TO FIELD 5~~Ptt~A~N CCW1 77 085 -91VA J OR THE LOAD INDICATED ON DR, 7ICATED ON DRAW1N55, FROM FORCES OF NATURE 7H151146LUDE5: ROOF TO ROOF,,• ROOF TO WALLS, A-8 - ROOF FRAM/NC. PLAN PL PLATE V. VOLTIVOLTACE TO THEARCHl7 TO THE ARCHITECT IN WRITING FOR APPROVAL. IN5PE67ION AND VERIFICATION BY CONTRACTOR) MICHEVER 15 GREATER. WALLS TO WALLS AND WALLS TO FA'MDATION THESE F457ENER5 / TIES Pu-. PL"I* V.D. VAPOR BARRIER SHALL BE A5 MFRD BY 5IMF50N OR APPROVED EQUAL. A-4 - ELEVAT/ON5 PLYw. aYkwD V.P. VENTPIRE r rPARED A-$ - ELEVATIONS PREP. PPREPAPAnow nI-o. Hong TUMI HCUr WD. WOOD A-6 - SECTIONS AND DETAILS P 3.F. POAD5 PER WDW WINDOW SQUARE FOOT N.H. WATER HEATER i'uT9.. i'vvR i'vrx A-7 - 57-ANDARD STRAPPING B GONNEGT/ON DETA/L5 pyl. PC4ND5PER MR. WATERFROOF /B'ARGVE RXF 14VARE INCH WT. hE76NT OP NOTEM, A-8 - SCHEL%&E5 PT. PART/POINT WWF. FABRIC I I L D"1~.AMlC FlXNNE LNNS MAU BE CCWLm INTWFIELD,~MRLNL NA57ELNE PVI-a. PAVEMENT I I I ANDLL 770WOFVENTSTALKRW. AaWTVENTAWhA57E5M ALLLIZOWY RELOCATED B GfV TABLE Pl6d AVID PXMI OF iIE NY5 LODE 2 ALL &Mf LA3 TO BE ItMATED BALM RMLZATED I -T,_v PMRR s'v__; ENERGY CON5ERVAT/ON NOTE: ~ ~ un'v~ .r/rcta 5/AK illn'v 1112, I vi _ uv u l EAT j luv 1. ALL WORK ON TH15 PROJECT 5HALL CONFORM TO THE NEN YORK 5TATE ENER67' TIE DV IE5 OF THE ARCHITECT AND HI5 EMPLOYEES OR AGENTS 5HALL CONSERVATION CON5TRLGTON CODE. (LATE5T EDITION) 7ERMlNA7EWITH THE COMPLETION AND DELIVERY OFWORKlN6 DRAWIN65. THE ARCHITECT 15 NOT RE5PON5/BLE FOR ~2VI5/ON OF CON57RZTION' ~TII1- mfr ovt I vt`' 2. THI5 PROJECT 15 DE516NE9 ACCORDING TO PART - 5 OF THE NYS ENERGY PRO.A~GT NOR DOES THE ARCHIfiCT HAVE AUT;IORITY TO ACT ONE CONSERVATION AND CON37 RZTION CODE, "BUILDING DE516N BY ENVELOPE OF THE OWNER OR THE CONTRACTOR ALES NOTED OTHERWISE #01 ~ FlRSra1 Ln `/I 2' F ~^U,I _ _ CNq AIR INTAKE MEWD' (TABLE 5021), UNDER IONS 11B (SUFFOLK COUNTY) BEHALF R ALF Arm 5IFWH F GRACE 3. ALL EX105ED HOT WATER PIPING AWIVR W4TIN& DX T5 TO BE IN-'&A TED AS m4p PER 5EC. E503331 AND E5045 OF THE N715 EAERGY CODE THE AR6HI7B5T 5NALL NOT BE RE5PON51BLE FOR THE ACTS OR O41551ON5 I FROM I 3, ILL' I OF INE CONTRACTOR OR ANY -10-CONTRACTOR OR ANY OF THE ---I FROMEKWIN6 I AFF/DAV/T OF ENERGY GORE CONFORMANCE : CONTRACTORS OR SUB-CONTRACTORS EMPLOYEES OR A6EN 5, OR ANY I I dR7hRCbM NEM-c6~yH~.1ICK 51LVERMAN ARCHITECTSP.G., ACKNOWLEDGE AND OTTER PER50N5 PERFORMIN6 ANY OF THE hORK. I I I I u I I • NOV 2L!2 SLOG. DEPT. ATTC5T THAT TO T E BE5T~DnF~ OUR KNOWLBD6E, BELIE, AND . FROPE55IONAL J/OGMENT, 7H15 BUILDING 15 DE516NED IN CONFORMANCE I I I ExSY ~ ~ I TOWN O[I SOUTHOLD WITH THE NEW YORK 5TATE ENERGY CON5ERVATION CON5TRUCTION CODE, I Exz I ~c.l I LATE5T EDITION sA55~Nr coy cay Loy SnERrLWW4L SEAL: ~TW SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE: PLO CS, DATE DESCRIPTOR 5I6k41tRE VAI L m~ ,voe M Q NOTE/; LEWD. ABBMVIA110/i! i AB ILO. SANlARY5Y5T54 ~M~ A2 AND PWMBVIG KKR DIAGRAM L.IRT. } C / //ply/' {,lam q• ? ~ A i'lp!£IR,IPX 0.0 0.0 y0R~ CAD FILE NAME HLA. IN Fr SCALE =NOT TO SCALE OF P F FN P:\2007\1335\C D\C f 1 PROJECT TITLE PROJECT TITLE: DATE NSA PROJECT r; Nemschick Silverman Architects P.C. IAVvmO/ A017MOI / AND ALTmno/1f JuN. 5.2311 07-1335 •...1M h~Yr~ dARdiRECT1RE' 2535 w 2535 CEDAR LANE SCALE: DRAWING NO EA/'r MARION, NY 11939 430 Green Way, CuEchogue, New York 11935 f-Tamwut7a V/10= DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: Phone:631-734-7007 Fax: 631-734-7347 DISTRICT::~M http://www.nn-akr4--h.c--om FLOOR PUW /10RfM • CCPM K 2H IFMSCHCK SLVWM MG CTS PC 1 V W 1000 37 04 10 /r \~GJJ/ 11 517E INFORMATION LIX97 SURVEY OF \ 2595 CEDAR LAZE SELTILN, 97 E45T MARION NY IM34 BLOCK. 4 RESlDBlTIAL ZOAE R-40 LOT, b b' LOTS 135 & P/0 136 LMVMPnav REGUMI'm EW577nr,? PM2.05® MAP OF MN LOT5/g, 40,OaO 5F 141I S` . ~O V WMAMLOTWIDnI 150' 94' GARDINER'S BAY ESTATES SECTION TWO ~y ~ ' `V MINMLM LOTLBM I]5' Ilb' ~O Gy M/A'IKMPRONI YARD SO' l02'ENSnAL FILE No. 275 FILED SEPTEMBER 23, 1927 MINMW SIDE YARD M, O9'EXISnNS ;nom SITUATED AT O Ir j P Aco 0 GcNG WP~~ `0 MINMLM liO7N 5/DE YARDS 55' 17'EN577N6 N6 EAST MARION OTM9 TOWN OF SOUTHOLD AI n ~t ` ~Pa S ~v O~ V'~ ~J oO n 1 M/MM.M REAR YARD 5D' 654'ENISTINS Q + `U y1 • ` MINNMLNA&PPLDORAREA 6505= Mn5F ~ V M4r~M.MtorcD~aeASE ~z ErlsnNS, ~ss~r ~ SUFFOLK COUNTY, NEW YORK 29sx R~ Ag ril~' 13 • o • °o PR -05m, 2s.6A V, Ohs ' S.C. TAX No. 1000-37-04-10 B~ I,OT WPB y T MAMMM d LDIA4 EI6N YD=s•ErsnNs r~nn9 SCALE 1 °=20' / 'Y ~O V \ MAnM.M M.neae c~-srORES rln IsmRr, APRIL 10, 2000 AREA = 13,174.18 sq. ft. (TO BULKHEAD) 0.302 ac. 3 1 ~~p•~y 9~OO~Q o LOT GOVERAGr= c NOTE: THIS PROPERTY IS IN FLOOD ZONE AE. 295 CEDAR LHE IrcnaWST FLOOD INSURANCE RATE MAP No. 36103CO177 G r, 97 00 ? \ % \ E45T MARION NY 11454 MOCK, 4 % * 4 ZONE AE: BASE FLOOD ELEVATIONS DETERMINED 110 /O t \ RESIDEA7/AL 10,E 340 LO% MO to ? LOTSIZE, IS,I]45F 5T / / WopPS i 0 -5g / OA F( EXEnNSLOTCO?MW PRO~ LOT LOVERA6E INFORMATION ON PLOT PLAN SA5ED ON 5URVFE' rU'~~ rr / / SZE / °2 2 ! ?J ti J Zc /M.r EK C5E /T/ 0E. haw FROM 105EPH INGEGNO, LAND 50RVE'rOR. ' / c^ BJ ~y 4/IO&VA6E 470EZ SAR4AE v, )3 6M./DECK a4.rEXPECK t~ 61 of 5K 61el' E[ sT t-A .AUTO.( WTAL a 25M 2 ,P M N KITOEN ' O 9~(n ^ ~r MV,? WrAL i '0 ` OO ` 99'FJ el roTAL e 156A .Qaas ~j c JNp ~cN~ o~. ~ / gO O 9 h y~o ~ C, ? 2 ~~o FGONG \ 51 5 2 ~ ~ c ? 0 LAJ Woop pEC~ O % 0 c u ~C J ° 1g9 S~OR~US~ O O 8 o0 ~ \ O G\*, LOT 136 ~ 1 N02535 WP~~ J 0 6 ~ . lL % FRPNlE N0 ONG V/0 S ? V~ 0~ co- No~S WOpO S G j5~1/ SjEP cHiMNti NG. \p,MP TO REMAIN 0 (Gp Sc if, '~/G Pp5 y 2 GFtP s &U o /GRpS HEAD cNQS 2 PROPANE TANKS ~J / ; SjE 12' To BE RELOCATED Exsr. cHiMNEr pRP\N WpOp --p Ep E~G\NG SGO JAN ~ u~ GONG Cs~A 72 2 0,3 TO REMAIN NEW FENCE GONG ~ ENCL05URE r~ ~ VN\j 15 ORY ADDITIONS 000/' QOS( N- PG' G (20 JWITH PER GONpS BEL WALKWAY 5 BELD RPS EIC, _ . S G rr, OVERHFI~R WIRES E~5 P~K CA GONG• W~ GoNc. ~6 O O c s soy, / C)O O FAo O O SIDE °o ' O z CH (99 5//~/~: ~pNG ~G2~ s O 36 O O °2 cZpN~ 10 T r, I LOT O EXIST. (.oNf.RETE 57515 AND LANDlN6~/r ~~vy~/C)~A;% - TO REMAIN 210 FLGiOR OIrER EX15TIN5 GARAGE FP t9 GGN r /Gi'r / UNDER SEPARATE APPLICATION # 34871 • O 1~ 0 V,P~~ JO \ NEW OOF Go NEW OOF OVER EX CONC. O,, r;J PM / Sf PAO l 5F TO EX15T. DRAIN. \ A MAIN T EX15T. NG. PAD DRAIN T EX15 C 6 DRYk ELL. DRYh'ELL. s~ qua ~'Z PAV MAIN ( 0 SCALE _ r TO EXIST SEAL REVISIONS/SUBMISSIONS DRAWING TITLE: E Aq DATE DESCRIPTION Np w o~rA 7/av0e Revvrn V KR MA A PLOT PL A/V 'Ey F 6n a Wi T '3 x n~ 1M9112 RMV> PMOWMRQ AND DRYWELL CALCULATIO/Vf PNE P L 7 C E A 9f NoA25696 pP r No. azsses Q CAD FILE NAME: 0 P~F NE`Ny FOF NE`Nd 1555 \ CD \ 1355 PLA/V\PP-1 PROJECT TITLE' CT TITLE' DATE: NSA PROJECT ADDITIO/V/ A/VD I PITIO/Vf A/VD ALTERATIONf JU/ I.5, 2011 07-1555 Nemschick Silverman Architects P.c. the husineas ofARCHITECTURE." 2555 CEDAR L A 55 CEDAR LA/111 SCALE: DRAWING NO.: LA/ MARION, P /T MARION, AY 11959 Af /VOTED 1 DISTRICT: SECTIOI 430 Green Way, Cutchogue, New York 11935 ,T: SECTION: BLOCK: LOT: DRAWN BY: Phone: 631-734-7007 Fax : 631-734-7347 . COPY WW eon NMCHICk sLVEWN ANCHNECTS F.c 1000 1000 37 04 10 fC r r htt p : //www. n s-arch . co m FLOOR PLAN /NORTH11 LEGEND VD ~I REBAR5 BETMEN NEW A FaWArION. BETMEN NEW AND EX15TIN5 "ION. NEVI FaWATION X4 LL VDATION WALL AND FOOTING. CI'-2 l/2" 14X14 GONG. PIER FOUNDAT/ON NOTE5 ABOVE 6RADE NTH 14" FT6, MIN. 3' BELOW 4X4 TREATED L FILL EXI5TIN6 CMU FOUNDATIONWALL 5OLIP Ar NEW A-6 GRADE, TYPICAL AT 2 AMD F05T BEARING LOCATIONS, TYPICAL ALL. LOCATIONS. 2 EPOXY GROUT T'5 REBAR5 AT I2" O.G. VERTICAL, MIN 4" - - - _ - - - - _ _ _ - EMBIDMENT EACH END. T)'PIGAL AT ALL NEW MD MALL TO ? EXI5TIN6. FILL EX15TIN6 CW XALL SOLID A5 REQUIRED. 34X9----~K - I ~ L- J 3 THE NNW NET AREA OF VENTILATION OPEN/N55 5HALL r- NOT BE LE55 THAN l 5GUARE FC1OT FOR EACH ISO 5F OF 2X10 FJ I6' O.G. UNDER-FLOOR 5PACE AREA. ONE -'VCH VENTILATION 0 OPENIN6 SHALL BE WITHIN 3 FEET OF EACH CORNER OF SCI 5AID BUILDI1,6. VENTED BEAD BOARD 5OFFIT ABOVE. i Q 4. VENTED WALL FURNACE SHALL NOT BE LOCATED WHERE A PROVIDE (U 2X10 AGQ DOOR CAN 5W1N6 WITHI~N~l/2 INCHES OF THE FURNACE AIR IZ, -EX/5T/N& i LEDGER BOARD W/ U2 BOLT pl INLET OR OUTLET AT R16HT AN5LE5 TO THE OPENING. BA55MENT i TO EX15TIN6 RIM BOARD ® ki 2' ON CENTER 5TA66ERED. ENO CHANGE) EllSrlN6 SPIRAL 5AWGUT EX15T RETAIIALA& ~ ~ x S STAIRCASE WALL A5 REGV FOR NEW J m ' PIER FT6 0 0 0 I i,- nail I f N w RETA1N# 6 WALL. HEADER O BEAR REFER TO NOTE 2. ON Fx FND WALL. ATE I T. AG KET A5 Y 1 TO REMAIN i REGN/l FILL EXIST. G SOLID. NOTE 1. ? ? O RELOCATE- N R20PANE ~ i TANK5 i EX157'. NEW G AR n(5c'-~1pC) DRE55/N6 FFM5E 'Mo-% E O ROOM XITH 7F. EX15T/NG GRAIN r/N6 CRAWL 9 SPACE l1V GONG. 51 V CONC. 5/-/413 EX/5T. DECK CHAN6/N6 ROOM EX15rltqlv CHIMNEY 5r1N5 CHIMNEY 2 FMAVATION LNDATION Exisr, 4 0 EX15T. MECHANICAL ROOM 2 Lxl.7 i INC, I A=1' Lrv I Li (NO CHANCE) rX K EX15T. Exisr. o BOILER i d ~IN L J ~ EX15T. 6HIMI EX15T. OHINAF-Y TO REMAIN A_y 0 I EXI5TIN6 RETAINING XALL. -J SEAL' REVISIONS/SUBMISSIONS: DRAWING TITLE' p A'9C DATE DE,S.CTR..P~T/ION. \ pn /yam 1q]U! It01/rnVM_• Qi ~wc?y.y FO N191 eoJ[T ,v~nx ,cwrn,.tnovrnQ FOUNDATION PLAN r .o ,AND Dr-TAIV N ~ N SCALE = I/4" _ l'-O" 9~, Nn 02E066 9~, No, a2E086 P CAD FILE NAME. FOF NEN O OF NE`N P:\2007\1555\CAW-1 PROJECT TITLE EJECT TITLE DATE: NSA PROJECT s: ADvmonf a AMMO/J/' AND ALTm no/J/' JUN. 5.2011 07-1555 Nemschick Silverman Architects P.C. 25M UDAR 2555 C.[DAR LANG SCALE: DRAWING NO.: '...IM Gw6w~ dARCH11EC7UNE • - W7 MAIM/ W7 MARION, NY 11939 A! NOTLD DISTRICT' SEC- I TRICT' 1 SECTION: BLOCK: LOT: DRAWN BY: A 1 430 Omen Wey, Cu0cho8ue, New Yak 11835 Phone '.631-734-7007 Fax: 631-734-7347 40 CC YNGM 2" l SCxcrt SLR u:c CTS P.c. 1000 1000 37 04 10 .!C http://wvvw. ns-arch . com rLOOR PLAA AORTM ewsnNS DOW R Il'-4 I/2" I/2" DOW Rn cnvnraJ An cJ 3'-0" 2' B I/4" EXW NG WALL5 AND WIN120M .5 AND WINDOW5 TO BE REMOVED. D. ABOVE A-1 ICE 51RUGTURAL NOTE5 hfAl-L AND ~II f/~REMOEEXISTING ' ~ WINDOW ii ALL L4 AND LA WITH 57LLL PLATE 5HALL BE TH~R~ULnm 07 • $1WLVL OS BOL TED WITH T' DlAMF7ER BOL T5 AT 24'0.C. 5TA6aPJV. H~I~' JIVR dnu Ate! f REMOVE~~~~yyy' i W4'LVL er~snru a~n~ REMOVE ( EXISTING ( EWTRlN6 l W4 x I R DOOR i (3)2"X 4' - DW 2 REMOVE REMOVE P05rINW4LL 5l K -P05T.Q K P05T DOW(J PORT101 EX15TING PORTION5 OF h EX15T#6 W/•J L. DCa" ECORATIVE P05T DOWN PO i REVV-ItO(2)2X6 G11 T P05T ~wsnws TO R/ Q SEWMM/ _ J GT M' cXUvsFJ EX/STING EX15TW5 A-e k 46•oc.ARAFf~ED ' BEDROOM DINING ROOM N AND `Tr ~~NOOW I STIR N 1 1 SSG RETMLY REMOVE 1l /STING WINDOW. 4 on. 4 J~ _ STOOP (NO CHANGE) MO CHANGE) VAT>~eAL usI N 315EAr DECORATIVE KITGHM N oRE =A REaSE Ar ~ ONT TION. rION ° u ) COLuMN ~f CIO • l6' O.L. 2AIWO im a it `y~~\IO RR • Z 7-TIA5C.i.1 1WR-.w1o T /V 6' R-30 TT I ~nsnws ~ eEO,¢enM ' n NOVE EXISTING KITCHEN - IN6 KITCHEN GREATS OPEN 3 G /NETS, APPLIANCES AND i I p{~ T FLOOR. PREPARE 1IANGE5 AND EX15TIN5 REPARE WIM1DOW REL TION IIIII . R NEW FLOOR. EXI5TIN6 CONCRETE 5TEF5 AND o IIII CE R5WFOR WN F FLOOR LOOR A5 REQ LOOR A5 REO LANDING TO REMAIN I ry EXISTING 5 /R i ® r0 REMAIN i i r4"x/4"I,Y~L .Vp NEW~ vc~~o~nuNTERTOP - BE4M NI (3J 3/4it14"l,Yl1., O AROWJD EXISTING 57AlRWITHHALF ~i . 2 WALL BELOW. W 10 X/ to lN/D 4 ~ ~ m EX/STING BATH u~ P05TIP y (4) 2" X 4" PC5T IN ti 70 RIDGE 2 O z ABOVE I (NO CHANGE) DEGOTLITIVE~L^ ® I MATCH EX157/NG ~ 3 p 3,_O„ I ~ ~ J NWRE REMOVAL v ENTR)' O 103 li Ni: I ®®1 O PATCH FLOOR TO 3 3 WORK TOOK PLACE, s T (PICAL. N_ PORCH SCALE = ua" = /-O` N II ry EXISTING ~ e x I w b ,1 REMAIN I ~ REMAIN 4 i A-6 I R EX/5T/N& o1 102 BEDROOM (NO CHANGE) O1 EXISTING ZX6X6 C w CJ 24"OC. lob O BATHR rO REMAIN q-rHP 5TUDY f I III I ) 05 IC5 ~ ) EX/5T/N6 D IHINDOM 1 BEDROOM HEA0ER TO MATCH TGN 2 MATCH (NO GHANCZ n EX15711n6. 4'-I 1/2" ) LEGEND AL 16H NEH AM7 EX15TlN6 /WKLI 51.RFACE5. 5MOKE DETECTOR 5HALL BE HARD WIRED SD INTO CENTRAL 5r57FHHlTH5Ar7FRT` BACK,-. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR COMBINATION~ C5HA~eL~L~ BE HARD WIRED TO CENTRAL 5Y5TEM /V BATTERY BACKUP. SEA REVISIONS/SUBMISSIONS DRAWING TITLE qEA" A9 (E p^w Ay DATE DESCRPTION a w H, 72 MWrn4rMt Qi T °t cH d l MAT lames xvuccct'aovru 0 riR/T PLOOR PLAN AHD F1 -57 IfL®® PLAN °y k~ * DEMOLITION PLAN SCALE = 114" _ l~O" a a ,9 0.025086 C F OF NEN 1 v P o. ozsoas 1O CAD RILE NAME: OF NEN P:\2007\1335\CA\A-2 PROJECT TITLE: .CT TITLE: DATE; NSA PROJECT Nernschick Silverman Architects P.C. A17DMOIJ/ AA1C~ P17MOIV AND ALTERATIO/1/' JUN, 5, 2011 07-1555 tlM M~Yiw dARdY1~TlIRE' CEDAR LA 35 MAR LANE SCALE: DRAWNG NO.: LIT MARION, NY 11939 <L/ KU/ I LAJ rv'r MAMA,) Af NOTED /A\ ~\J 430 Green Way, CuLC MUM, NOW York 11935 DISTRICT: SECTIC CT: SECTION: BLOCK: LOT: DRAWN BY: /~_L Phone: 631-734-7007 Fax: 631-734-7347 http://www.ns-eirc--h.cc3m MOOR PL AA A09M 9 CC4YP g 2WI H3 CH 9MYEgMAN P HMCTS P.c 1000 1 37 1000 04 10 -fc 12 I/2" ID" MATCH EX15L A06 V P05TIUP TO RlD6E EXI5TIN6 2X6 RR / d 24"O.G. 2XIO RR ® 160 O.G. 2X10 RR ® l6" D.G. I I / W/R-301N5ULATl W R-30 /N'aATION E0 2X6 RR / O.G. / 2 A-b F EX15TIN6 2X6 6 24"O.G. k - NEWIN90 HT k SEE HIIJDOW - J n 5CHEDULE O _ _ EOLLAm I / DOLLAR TIES Z 2 ti N = I / 2x LAY OVER 2x LAY OVER 7E DOWN NEW LAYOVER P05T TO = - _ BEAM BELOW RAF7ER5 TO MATCH PITCH OF EX15T. ROOF. o / o N u I 0 CANTILEVER ® 4x4 P05T DOWN ON R106E FROM P05T O EXT WALL. V U I 4x4 P05T DOWN m y~ N k V I x TO BEAM BELOW I EXM5ATIN6 RID6E TO N~ xx VU ~O I N \ I I I I I W5 5HALL MATr?5H WN I I I EX15TIN& 2x4 EX15TI16 2x4 GO(J51W,G770N RR@ O.G. O.G. I I EXI5TIN6 2X6 G ® 24" O.G. I I I I I I II I EX157/N6 2X6 ® 24" O.G. J A-7 EX 2X4 RR ® 24" O.G. EX 2X4 RR o 24.O.G. SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE. `yt ARO DATE DESCIMPTION y )RAM O /=,LAI V SEAL: (ee W~ 4{n , 72 m%R vmm1 A N l WAT 5G.4LE = 114= P-O" e m~ INMI IiW[D RR OW" A2 ROOF rum[MG PLAN N N v 029086 yOP CAD FILE NAME: p III OP NEN P.\2W7\1-mSSCD\A-4 PROJECT TIl PROJECT TITLE: DATE: NSA PROJECT: ADDmC A017 I IO. J/ AA17 ALTMT105f JUA. 3, 2011 07-1335 Nemschick Silverman Architects P.C. f ...m*bnk. nruta+rEaTL • L 25M u 2~5~M/'~CGDARLA/M SCALE: DRAWING NO.: CWT M to . MAR10A. ~y / V 11959 f A0TW 430 Green Way. Cutcho9ue, New York 11935 DISTRICT: DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: A-5 Phone : 631-734-7007 Fax: 631-734-7347 o C Pp fll 2Mn C4a SLV ada MC CTS Pa loot G 1000 37 04 10 !C http://www.na-gkrr-h.c-oM FLOOR PL 4/i NOR rM n MO 6HAN50 AREA OF HORK ICN RIVOE HEIGHT EXISTINS GABLE - 30 YFAR ARGHEMA76N 11L _ IJ~I-IILUIJJI-1111 I IILI-IJL A519 ASPHALT SHINGLES T TO MATCH huI I IIII LILLL ~ I I EX15TIN6, DIP. ALL AEH ROOF. I- 1inIU- LLLLIJJII I~~ I-LJ L ~L1J-LI~I IJJ.1LJ LJ-LJ-LI_IJ L LII 1 it I-ILIIJI IIJI ALIA-IUM GUTTERS To MA 76N TIE INTO EX15TIN65 DRAIN rP FbTE5 HEADER HT ELEV 6'-8"AFF r 10" AM 51OF PORCH TOP OF I5T FLOOR 2 ELEV O'-O' C I ~ I (VARIE5) I ~ I ----------------I I ~ EX15TINC 5TONE RETAINING VLKL TO REMAIN. i L-_------ -_---_----L-- /A 7/0/\ FaWAG STOn~OUNDATIONWALL. FRONT ~ \/A 7/0) SABLE = U4" = I'-O" EXISTING FOUNDATION WALL FOR STEPS. MO CNAA60 AREA OF WORK NEW VINYL RIDGE VEA WITH INSERT 5GREEN' VINYL RIDGE VENT NEW REVERSE GABLE WITH IN5ERT 5CREEN A5PHALT 5HIN51E TO NEW VELUX VCM 2234 MATCH EX15T#6 PITCH 5K(LI5HT TO BE NF y REVER5E GABLE EX157/N6 GABLE CENTERED BETNEEN WITH ASPHALT 5HINGLE 12 12 WINDOVrS (03, 04) TO MATCH EXI5TIN5. B~ ~B EXISTING GABLE 8E1'OND 0010 10 AL1 IW4 GUTTER TO MATCH EXI5TING TTP. 05 TF INTO EXI5TIN6 DRAIN "OAA IVY Ur ru+,c~ ELEV B'-O' HEADER N7 ELEV 6'-B' AFF AEN F VINYL 5/DI6 7- of MATCH EX15TlN6 71P. MA EXI5TIN6 DECK AND 5TAIR TO REMAIN 2 (2) NEW 12" 5C,4/ARE GOLUhMS REFER TO DETAIL 2 ON DRA / A-7 ldbTOP of I57 FLOOR ELEV Ob" / STING EXl5TIN5 / fJJO ro FCMDATION WALL. EI. EW.. 6RAGE (IAPJE5) CI EXI5TIN6 '5776 rAiNaW II I Q ~ NIF.(5 U. ----L J-----1~~ - - - - - - - - - - 6AR/A 6,6 5/,51 L 55ALE = 114" = I b" EXI5TIN5 DRAIN SEAL SPED L REVISIONS/OMISSIONS DRAWING TITLE ~E.PED Ch, DATE DESCRPTION ~ NF C7 p(~ NF ~i~ )/top RW[ vmm A s n` evR mm ~Q J? cF O~ ~wMa ¢WeuceaWMA2 } t ELGVATIO/U CAD FILE NAME: \ OF NENd Of N v:\2007\1335\cmA-4 PROJECT TITLE )JECT TITLE DATE NSA PROJECT A129MO/V Ali ,UC29CMO/V AAV ALT[RAT10AY JU/1. 3.2011 07-1.335 - Nemschick Silverman Architects P.C. 25~M/'~CrDAR L L~3/5'~CHAR LAMy SCALE: DRAWING NO,: •...w.bW~ orARMMCTurEr lj~ Olt 1101100 L VT MAOOA. l4a MARIO/1. .y /V 11939 A! AoTw 430 Green Way, Cutchogue, New York 11935 DISTRICT SECTI( FRICT SECTION BLOCK: LOT: DRAWN BY: A-4 Phone: 631-734-7007 Fax: 631-734-7347 • eonW 4R 2011BASC YV>3AMN ARQHnCT! P.C, IOOO 1000 57 04 10 !C http://www. ns-arch -com MOOR PLA/1 /109R1 AREA OF WORK MO OHAN6V I NEN REVER5E GABLE NITH A5FW T 5HINGLE TO MATCH EXISTING. FX1577N6 TOP OF R06E 7P OF R06E ELEV l4'-B" m ALIANINUM BUTTER 12 2 12 TO MATCH EXISTING TYP. TIE INTO EXI5TIN6 DRAIN u; d V TOP OF PLATE ~F PLATE hE4 hE4TGNEXI ELEI/B'-0" ~z h1ATC HE40ER HT R NT EXI57/N M1 O.H. ELEV 6'-8"AFF AFF Y XlSTlN6 2 \ NE N 5IDE PORCH FINI TOP OF 15T FLOOR F l5T FLGbR ELEV O''-0" v o r :w 0 GRADE GRADE AR RR EXI5TIN6 FOWATION AND FOOrIN6 BEYOND TO REMAIN C 5OALE = I/4" = I b" TOP OF PLATE aEvo-O° HEADER Nr a~ REMI EX5TW9 W voka ro RLMNN TYPICAL AL WC-L55 CAL GN -E57' SOTIN5 PECK AND 5TAIR AVJTID OTF®iW/SE PJWgE TO REMAIN. TOPOF I5T FLOOR ELEVOb' FLOOR -7 I ~EX15TIN6 FGYRJDATION AND FOOTIM6 TO REMAIN ~,,1Xl~ ~lN~ SEAL. REVISIONS/SUBMISSIONS DRAWING TITLE C xALE = l/4" = I b" ~p,ED qC,y Ep,ED qC DATE DESCPoPTION S'`'0 Nf HST 7 ¢wm,vrum~ Qi y~.f"~ Nfggy,~/\ Ib1Ll1 IRVy[D Ra gJTlt f2 nt CTS CLCVAnO/J! "A N. 029096 OPT W 0200ss P~ CAD FILE NAME. O POF NcN~ -J(( c OF NEB P:\2007\1555\CDW-5 PROJECT TITLE CT TITLE DATE NSA PROJECT x' Nemschick Silverman Architects P.C. Av~~v~morir AN~vA~ VM04V ANV ALn•RAnO/V JU 1.5.2011 0/-1555 5/5~ CEDAR LUE SCALE: DRAWING NO, Ir. 2~5/~5/~5 crvAR LAY Lglf MARION, N /T MARION, NY 11959 V NOITD 430 Green Way. Cutchogue, New York 11935 DISTRICT' SECTION :T' 1 SECTION: BLOCK LOT: DRAWN BY. A-5 Phone: 631-734-7007 Fax: 631-734-7347 http://www.ns-arch.com FLOOR PLAMAOR M 0 ccorv 7 zmi re 5s 1( SLVEdNN MCxre TS M 1000 1000 37 04 10 ./'C U.' GDX PL'I'"D SHEATHIN5 IIN6 12 15a FELT PAPER 9 ICE-SHIELD MEANE SHALL LL \ EXTEW 24" lbMBR FROM SAVE 30 YEAR ARCH17ECTI RAL A5PHALT ROOF 5H06LE ALUMIMA464/7ERWITH CEDAR RAILIN6 A5 LEADER PER WY5 CODE. 2XIO R06E, MATCH V~/U6H 2X6 RR HE16HT OF EXl5TIN6 ~n 2XIO RR ® 16" O.G. WITH R-30 CENTER 5KI T ®l6" CC. RID6E. PLATE HT MATCH EXISrA, EXISTING GABLE ELEV 6'-0AFF VIF BA TT INSULATION PROVIDE BET7^?ffNW/NDOWS ZXIO RR WITH R-30 BATT BAFFLE FOR 5CFFIT VENT. 03 C 04 BROW 12 F - - - - I EXI5TIN6 ROOF INSIKATION PROVIDE BAFFLE I12" FA5CIA BOARD TO 6 ~e FOR AIR FLOW MATCH EX15TINO (2) 298 HEADER IM I/2" /O" FROVIDE CONTIMIU6 2 A 7R/M EXP05E9 (2)2X4 CT ® 46" O.G. / MARRED IN 314" TIM9ER FOR SOFFIT VENT, MATCH PLYV~OD FILLER EXIST. CATHEDRAL GL6 _ EXIST RR HEADER HT ELEV. 6'-8"A.F.F. AND CJ TO 5/ ' 4" AR K/ N BEAM ? / REMAIN WI 1/4" P R 'A PLATE HEIGHT NOTE. CL (NA a.-. FLEV 6' 0" t MATCH EX INFILL ALL VOIDS ATWINDOW OFENNA5 WITH FIBER /NS'ILATION OR 5FRAY I HEADER HT ELEV 6'-6" AFF - 1 2X4 FRAMM6 6 16"O.G. ~ WITH R-13 BAIT KITCHEN ENTRY TUD ll lAS'ILATION. DO NOT OVER PACK. I I INSILATION, 7YP. REF Ili JJI~I IJL LJ 2 2 2 2X4 WW1 FOR Go 00 (2) 2X6 ACO HDR. PLUh0IN6 LINE ~ ~ ~ ~ ? L 6X6 ACO P05T REFER TOP OF I5r FLOOR KITCHEN EL Ev O'-O" TO SHEET A-6 FOR CONNECTION DETAX5. 112"5HEEMOCK TAPED 2 X 4 5W ® l6"O.C. '.I 'V/ R-13 l3 5PACKLED (3-COAT5) FIBER BATT INSULATION 2X10 FJ ® 16"0.0. WITH CRO55 PRIMED C PAINTED-TYPICAL R-30 BAIT IN56LATION BRI96IN6 WAININ STONE U7"47CPX H PLYVJ.20D AND VENTED BEAD T-1 EXI5TIN& ° EXISTIN5 DECK BOARD 5OFFIT. RETAINING WALL FINISHED FLOOR AS SHEATHING TO REMAIN H.55 T152 BY OAWER TO REMAIN ° BASEMENT 314"PLYWD. 51R-FLOOR TYVEK PAFER (2) NM I2" SOUARE NAILED AND 6LLED TO FJ CEDAR 5HINGLE5 TO MATCH 4 COLld4N5 REFER TO 2XIO FJ ® IC,"O.C. JW R-30 EX15TlM> ON PIATER5/DE DETAIL 3 ON DRAWING A-6 GATT INSULATION ELEVATION. FIND FLCbR it ELEV. Ob° EXI5TIN6 FROPANE TANKS TO BE RE-06A TED. (3J 1314" X 4 //4"L 4 HEADER 7ER 4X4 TREATED P05T SCALE = I/4" = I'-O" VENTED TR6 BEAD BOARD "OFF/ r. PACIFIC, COLUMNS ENWRA 6" w GRAFT NON-TAPERED j 12' 5ZARE COMPO517E 2XIO RR ® 16"O.6. WITH R-30 COLUMN (W.F. EXACT HEI6HT) :p DOM& GRADE BATT IN51 LATION PROVIDE BAFFLE FOR SOFFIT VENT 12 12 3/4"BLI•UE5/~TONE COLUMN m EXP05ED (2)2X6 CT e 46" O..G. 9 q CAP, /V ''112" O.N. I I MAPPED IN 314" 77MKR FOR I I IOXIO COND. PIER WITH I EXI5TIN6 CATHEDRAL GL6 14X14" CONC. PIER ABOVE 2OX20XIO F76, MIN 3' ROOF RAFTFR5 6R Of,, TYPICAL AT2 BELOW GRADE LOCATIONS. (2J 9'A X l6" ANCHOR BO T. I I m EX15TM BEAM R2 _ 11 ^ . 1 s~ LR IF21/1WL L /Lff va.wm (21 1-0/V A l/-UO LVL A-6 5AW CUT EXIST. GONG. WALKWAY A5 REQUIRED TO FOR NEW FT5. N WAOERHT cau-w KITCHEN A-e ELEV 6'-6' AFF XI /NG 01 FQI 59 I z ~~A PATCH EX15T. GONG. SLAB. _ L - - - - - - J 2X4 FRAHM ® d ?X4 FRAMNC, ® I6"O.C. " IN R M I XITHR-t354TT VITH R-13 BATT INSULATION, TYP. VSULATION, TYP. 2XIO F,1 ® I6"0.6 ?XIO FJ ® 16"0.C. WITH I'-2" EX1571N5 D I R-30 GATT INSUL '-30 BATT INSULATION TAA/~- TOP of lST FLGbR FLOOR ,KJIST5 a O'5 4X4 TREATED FO tX4 TREATED POST 14X14 EXISTING 2X10 LED6ER BOARD PAGFIL LOLUMN` COLUMNS fAVI/RA 3'BELON GRADE, TYPICAL CRAFT NON-TAPE BASEMENT T!6 BEAD BOARD ~2NSGV ARE coMF :RAFT NON-TAPERED AT 2 LOCATIONS. (2) J' O EXIST. FOUND. MALL yOFFIT. J CaWN N.I.F. EX 2'-',XARE COW05ITE X I6"ANCHOR BOLT m ;OLIWN N.LF. EXACT H516HTI lEI MTI - J- z 4 5C7/®V L - BOTTOM 0' FTG ELEV. 3'-0' KALE = = / I/4" MIN. BELOW GRADE TEAL D A REVISIONS/SUBMISSIONS: DRAWING TITLE: 'I ~ _ ~ 7/01/N\( SEAL ED W \y( p W y~~ DATE: DESCRIPTION: A E d SCALE = P _ /'0' ¢Y ,~e spy F 7m mwI~ vm Q Qy n e.^Ml. m,Y. a N 2 RL%t MWMA2 ACpTIO/v * A/1D DLTAIV a~ y N 9V ~y N ease CAD FILE NAME: OF NI OF NE`N P:\2007\1.3.55\CJ7\A- i PROJECT TITLE 'ROJECT TITLE DATE. NSA PROJECT ADDIno(V APPITIOIV A/117 ALT[RATIO/V JW 1.3, 2011 07-1335 Nemschick Silverman Architects P.c. 2F5A3T5 CGDA 2~5~3/5{ CGDAR L4/yirl SCALE. DRAWING NO.: [h/ iMART( Ly l MARION, /V 11939 A! AOTPD 430 Green Way, Cutchogue, New York 11935 DISTRICT SE DISTRICT SECTION. BLOCK: LOT. DRAWN BY: A-6 Phone: 631-734-7007 Fax: 631-734-7347 0 CMMGM 1011 N3ds K SLV9ANN ARC MM4 PC low 1000 37 04 10 JG EDM http://www. no-arch -co m FLOOR PLAN /10RTM MIN e' M'CNOR SW.T PUCEMEM 5EE LONIRAL C NJIO c~ o la^ ec ORAWIN65 o N ~B MMMI laThM R~y1R N ~ VLX RYIw N9 91M'BON GONNGGTOR -U~ 94 RbM ® ® o ~ D. .D O~RM~Y• W (9) I-9µ" x II-T/0" MIGRO9 • P s .w r o r D 9LL MIE 5EE PLO EWt WE, IIPMAL 5ILL PMIE SW PLW W WE, IIPMAL LL NC ENO WUL ' .D a 0 ® PLOOR GONNEG OR GONNEGTION DETAIL RICbC OlTI.IL PLAN m GORNER-PDN. Simpson Strong-Tie CCQ46 Use every other nail hole CUT MIN. 1 HOLD GOWN in a row to provide the LENGTH code-required minimum END center-to-center LENGTH Od 1NAIL5C ORAWIN65 m U U mg spacing for nails 4 F ry U~ e f 0 0 w j X] XARICAM NG 4 0 CLEAR UQ cur.le^-FiAMING Wrt R FOUNDATI rOUWATION SPAN ' :F O 5TO0 WALL 5E5 PLAN 4 FOR 51ZE d SPACING JP WALL 5EE PLAN SIZE d 5PACING 1 h TYPICAL 'ILAL NAI 0 LS ® 3 0. a. F END Provide minimum 5" ! LENGTH end distance e Equal number of specified nails in each end Simpson Strong-Tie Simpson Strong-Tie CS Coiled Strap ABA44 (ABA66 SIMILAR) LOAD PATH/FI D 00 6 E PLAIN m GORNER-FRAME FLOOR JOIST BRIDGING SIMPSON STRONG-TIG T631 - INSTALL CROSS 6RIPSING MIN. B'-0" O.O. 61FTeaN LOrn'a vwAlrm swum µq yyyypp pplNy NN noud.e m elu nnie A1! ppST CR HU~CANE~ C. 0 6{4 (4) IM NAIL RU BOL75 m encH DOUBLE •ureJ enxcxon ettr • XWErJ 1 1' AC4 (WE oa. frvn era~r naxJ fA SIDE) ~ e' oc. (olx aronr wux! WNG[) p. 4 51 'OW.. ANCHOR BOLT N!M NAM U210 U110 0 4' O.C. (iNf7 5'R)RY HNOOUSE) HOR. 0 HGR. 0 16' 0 6' O.C. (ONE STORY USE) ppyq Bg~N DONiRADTOR MALL CGNtADt A ertmeoR fEPpEeENTATINe TO ` s FENEW JDB DGNDRIDNe AIID DEIERI'lll~ AL1Ep1 rwnwDe 6 PpOVIDIlIC F£e10TINe CONEDfORe IN NSID TO PRONDE 5 A ~vl tear eAVlwe To TIE owmx FElu cuar,Ee WIN euu.DM amaAL pwole to nAaR~ c<tare. Slmpaon Strong-re OUS N G A O 5T GONNEG N =mTAII= POUND ATION WALL/PLOOK PRAMINb DETAIL aL°TAIL HO Simpson Strong-Tie PORGH/DEGK/HC HTT22 100, SEAL: SEAL: REVISIONS/SLBMISSIONS: DRAWING TITLE' µcO Aq0 DATE: DESCRIPTION F 4c1~ a w' Ne S. 7ZS1 1tWlDArm & ,/TA/1DAR j-MPPVIG AAD s m Bryn m~er /k tr ,~k 'I xirnrc ~wrn.r.DmraQ, GO/UICGTIO/1 DCTAIL i A ~ a ` 9~ .029 oes OPT CAD FILE NAME: ~II OF NEN y P:\1555\C 7%A-7 PROJECT T PROJECT TITLE: DATE: NSA PROJECT Nemschick Silverman Architects P.C. avvml A121711OIV AHD ALTUUTIO/V Jun. 3.2011 07-15M tlr huYrr dMg01EC1UPE' 7~3~3/3~ c ll If _ LVTr 2~5~9/5~ CHAR LA/iG SCALE: DRAWING NO: Gq/T MARIOA, AY 11999 A! AOTtD 430 Green Way, Cutoho9ue, New Yak 11935 DISTRICT' DISTRICT' SECTION. BLOCK: LOT: DRAWN BY. Phone : 631-734-7007 Fax: 631-734-7347 http-.//www.ns-arch.com MOOR PLAA/1O9 M e CCMW 2" NB Sl CK ~Va N AacwtECrs ac. lOC Pc. 1000 97 04 10 ,rC,EDM u U NAILING 5GHEMULE(EXPOSURE NO. TYPE UNIT DIMEN51ON MATERIAL FRAME FRAME HARDWARE REMARK5 NUMBER OF NUMBER OF JOINT DE50RIPTION COMMON NAILS BOX NAIL5 NAIL 5PF NAIL SPADING F 101 L.H. 24'x6'-6' SOLID GORE MA50NITE PRE-RM6 N PRE-OM hWD PRIIVACYLOCKSET R O O F F R A M I N G PER RAFTER 102 R.H. 2'-O' x 6'-6' 50UP GORE MA50NITE PRE-EYING N PRE-KW YJOOD FRIVACY LOCK5ET RAFTER TO TOP PLATE (TOE-NAILED) 3 - bd 3 - IOd PER RAI PER JO15T 103 R.H. 3-0"x 6'-6" A00D / HALF 6LA55 PRE-106 Y PRE-T" WOOD ENTRY LOCK5ET WITH R)LL WEATHER 5TRIFPIN6 GEILING J015T TO TOP PLATE (TOE-NAILED) 3 - bd 3 - IOd PER JC FOR EXTERIOR DOOR CEILING J015T TO PARALLEL RAFTER (FADE-NAILED) (HEEL JOINT) 104 BI-FOLD (2) 1'-3"x (,'-6" 50LID CORE MA50NITF RAFTER SLOPE: 3:12 22 - Ibd 22 - 40d 4:12 11-Ibd Il-40d FRE-MAC AWL) 5:12 14 - Ibd 14 - 40d EACH l EACH LAP 105 R.H.R. /LAR. (2) I'6"x 6'-6" 50LID CORE MA50NITE PRE-H)W V 1:12 10 - Ibd 10 - 40d lO6 POCKET DOOR 3b"x 6'-6" 50UD (COPE MASONITE POGKF FOCKET FINGER P1/LL 9:12 AND GREATER b - Ibd b - 40d CEILING J015T LAPS OVER PARTITION (FACE-NAILED) RAFTER SLOPE: 3:12 22 - Ibd 22 - 40d 2 4:12 11 - Ibd 11 - 40d 1:12 14 -16d 14-40d EAGHI EACH LAP 1:12 10-16d 10-40d 9:12 AND GREATER b - Ibd b - 40d I.D. ROOM MANUFAOTURER MODEL R.O. REMARKS COLLAR TIE TO RAFTER (PACE-NAILED) RAFTER SLOPE: 3:12 1 - IOd 1 - 12d 4:12 6-IOd 6-12d PERT FIRST FL~R YJINDOVS 5:12 4-IOd 4-12d PER TIE 6:12 AND GREATER 4 - IOd 4 -12d 3'-0 9/16" L.N. 2 OI BATHROOM MARVIN OR EOY/AL h'CM2436 2'-I' X 3''0 4116" BLOCKING TO RAFTER (TOE-NAILED) 2 - 8d 2 - IOd EACH i EACH END EACH END RIM BOARD TO RAFTER (END-NAILED) 2 -16d 3 - Ibd EACH 1 -6.3 K471Q EN- 2 ^ A L L F RAM I NCG 94- K4T6HEN- TOP PLATE TO TOP PLATE (FADE-NAILED) 2 -Ibd 1 2 -16d 1 PER F< 3b 9116 L.N. /NO 6RILLES PER FOOT 05 KITCHEN MARVIN OR EQUAL A'CM2436 2'-l" X 3'-O 11116" TOP PLATES AT INTER5EGTION5 (FACE-NAILED) 4 - Ibd 5 - 16d JOINTS -EA JOINTS -EACH 5111E 06 KITCHEN MARVIN OR EOUAL AU0636 3'-1"X3'-Oq1/6" 3'-0 9/16" LP. /NO 6RILLE5 24" O.G. STUD TO 5TUD (FACE-NAILED) 2 -16d 2 -Ibd 24" 0 3'-0 9/,6" R.H. /AV 6R1LLE5 07 KITCHEN MARVIN OR E66AL ?6M2436 2'-l" X 3'-0 q/16" HEADER TO HEADER (PAGE-NAILED) 16d Ibd I6" OG ALOP I6" OC ALONG EDGES TRANSOM NINDOP6 PER STUD TOP OR BOTTOM PLATE TO 5TUD (END-NAILED) 2 - Ibd 2 - 40d PER 5 06 ATTIC MARVIN OR EWAL h042424 2'-l"X 2'-O 9/16" 2'-O 9/l6" R.H. ~pTTOM LEI TO FLOOR JOIST, BANDJ015T, ENDJOIST OR BLOCKING 2 - Ibd 12 2 - Ibd 12 PER R PER FOOT Oq KITCHEN MARVIN OR EWAL A6M2424 2W-X2'-0 9116" 2'-0 9A6" L.H. (PAGE-NAILED) F L O O R F R A M I N G 5KYL16H75 lO KITCHEN VELUX OR EGM/AL VCM22N P-lO 112"X 2'-101-2" X 2'-lO l-2" VENTIN6 / SCREENED JOINT TO SILL, TOP PLATE OR 61RDER (TOE-NAILED) 4 -bd 4 - IOd PER JC PER JO15T BRIDGING TO JOIST (TOE-NAILED) 2 - bd 2 - IOd EACH I EACH END EACH END NCTE5: BLOCKING TO JOIST (TOE-NAILED) 2 - bd 2 - IOd EACH I 4R05, AND FACTORY EXTENSION Jot-05 (IF REQUIRED). BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3 - Ibd 4 - Ibd EACH BI EACH BLOCK ALL HIIA69OP6 5HALL 1NGLUDE 1N5EGT 5CRFEN5, FACTORY HEAD AND 5EAT BOARDS. AND FAG7 EACH -015T v ~SHALL DE '~7EMPERED 6LA55 A5 PER NY5 COI All GLAZ/N6 WITHIN /0" OF 7IE FINI5HE9 FLOOR 45 PER WY5 CODE - LEDGER 5TRIP.TO BEAM (PAGE-NAILED) 3 -16d 4 - Ibd EACH J VFRIFY MITH MANUFAC7URER FOR 5PE61FIG R5t7WREMENT5 f" RIOR TO ORt7ERINr6 WINDOh5. 5WINDOW5. J015T ON LEDGER TO BEAM (TOE-NAILED) 3 - bd 3 - IOd PER I( PER JO15T BAND JOIST TO JOIST (END-NAILED) 3 - Ibd 4 - Ibd PER J( PER JO15T BAND JOINT TO SILL OR TOP PLATE (TOE-NAILED) 2 - Ibd 2 - Ibd PER Fc PER FOOT V N" ' N7 ROOF 5H E A T H I NG ED6E5 5JF PANEL INTERMEDIATE EDGES SJPPORTS ROOM L16HT (e%) VENT (4%) STRUCTURAL PANELS: PANEL INTI ROOM NAME AREA REaUIRED P I D P I D REQUIRED D INTERIOR ZONE ad IOd 4" 4" 6" PERIMETER EDGE ZONE bd IOd 4^ 4° 4" 5TODY l3l sq. ft. 2 Il sq. ft. 2 sq. ft. 2 sq. ft. 2/ sq. ft. 2 2/ sq, ft. 6 GABLE ENDWALL RAKE WITH LOOKOUT BLOGK bd IOd 4" 4- 4" KITCHEN I66 sq. ft. 16 sq. ft. V/6 sq. ft. l6 sq. ft. 8 sq. ft. I6 sq. ft. GE I L I NG S HF_ATH I N6 NOTE: l" EDGE / 10" FIELD I unnroar I IM rn unnronl I IGUr dnln GYP5UM WALLBOARD 5d COOLERS 5d COOLERS T' EDGE / IC VFUT PDn1/InFT] KWMS YYILL cY~WJnV~eC~A~DVIIf nKnnlir/LL runt nrv? cr.n. vvrrr_n v. .r.vv , „ , W ALL AREAS SHOWN ABOVE ARE IN SQUARE FEET. WA LL S H E A TH I NG STRUCTURAL PANEL INT PANEL INTERMEDIA PANELS/HARDBOARD ED6E5 SUF ED6K SUFPOR r5 CLIMATIC 4 GEOGRAPHIC ICE 4I0 DESIGN CRITERIA NTERIOR ZONE ad IOd 4" 4' EDGE ZONE bd IOd 4" GROUND WIND 5EI5MIG SUBJECT TO DAMAGE BY WINTER ICE SHIELD FIBERBOARD PANELS: MA6E BY UNDERLAY- FLOOD -1/I6" bd 3 - 3" ED6E / E 3" E1)6E / 6" FIELD SNOW (5PEED IN DE516N 1^EATHER- FR05T LINE DE5I6N MENT HAZARDS 25/32" bd 3 - 3" EDGE / E 3" EDGE / 6" FIELD LOAD MPH) GATEWRY INS DEPTH TERMITE DE TEMP. REQUIRED ERMITE ff l" EDGE / IO" FIELD WA PER MOD. TO 5LI( TO 6YP5UM WALLBOARD 5d COOLERS 5d COOLl" EDGE / C HD 20 P5F 120 R 3012.2 SEVERE 3'-0° HEAVY MOE VY II DE6REE5 YES WA PARTICLE BOARD PANELS bd ad SEE MANUFA SEE MANUFAOTURER F L O O R 5 H E A T H I N (S STRKTURAL PANELS: NA LING NOTE NOTE5 I OR LE55 ad IOd b" EDGE / 6" EDGE / 12' FIELD b" EDGE / 6' FIELD I. NAILING REQUIREMENT5 ARE BASED ON WALIL 5HFATHIN6 NAILED 6" ON CENTER iD 6" ON CENTER AT THE PANEL EDGE. IF WALL GREATER THAN P IOd 16d 6" EDGE l b 5HEiATHIN6 15 NAILED 3' ON CENTER AT THE PANEL EDGE TO OBTAIN H16HEP 5F STAIN HIGHER SHEAR CAPAC'ITIE5, NAILING REGUIREMENT5 FOR 5TRUGTURAL MEMBER5 5HALL BE DOUBILED, OR ALTERNATE GONNEGTOR5, E CONNECTORS, SUCH AS SHEAR PLATES, 5HALL BE USED TO MAINTAIN THE LOAD PATH. ER5, THE TABULATED NUMBER OF NAILS SHALL BE 2. WHEN WALL 5HEATHIN6 15 GONTINUOU5 OVER. GONNEGTED MEMBER5, THE TABULA PERMITTED TO BE REDUCED TO I - 16d PER (FOOT. 3. CORROSION RE515TANT II 6A5E ROOFING NA II-5 AND 16 6A6E 5TAPLE5 ARE Pf 5TAPLE5 ARE PERMITTED; CHECK IBC FOR ADDITIONAL REQUIREiIENT5. 4. ALL QUANTITIE5 ARE BA5ED ON 16" OC SPACING FOR RAFTER-5, J015T5 AND 51 JOISTS AND STUDS. OF THE ROOF, INCLUDING 4 FEET ON EACH 51DE OF THE 5. FOR ROOF 5HEATHIN6 WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, It ROOF PEAK, THE 4 FOOT PERIMETER EDGE /ZONE ATTAGHMENT REQUIREMENT5 REGUIREMENT5 SHALL BE USED. 6. FOR WALL 5HEATHIN6 WITHIN 4 FEET OF THE: GORNER5, THE 4 FOOT EDGE ZONE OOT EDGE ZONES ATTACHMENT REQUIREMENT5 SHALL BE USED. SEAL: SEAL: ' REVISIONS/SUBMISSIONS: DRAWING TITLE. .~pE A yC DATE DESCPoPTION .5 w Nenscy~F I exg2r vrta~ fcmwuLu Q. n~ C1~ INB¢ fCgl[DP[RW.eIIQ w J F a szsses OP/ CAD FILE NAME: \ <c OP N y/ P:\2007\1335\CU%A-8 PROJECT T PROJECT TITLE: DATE: NSA PROJECT: ADOM, ADDmonf AAD ALTCRAno/v QUA. 3.2011 07-13M Nemschick Silverman Architects P.C. the ar(.u of,1RCHFIEC,URE.• fTCYtFAMLXR 2M.5 c 2~5~35CLDAR LAAC SCALE: DRAWING NO.: WT r to /l~{ MARIoA. AY 11939 430 Green Way, CuWho9ue, New Yak 11935 DISTRICT: DISTRICT: SECTION: BLOCK: LOT: DRAWN BY A! : noTw Phone: 631-734-7007 Fax: 631-734-7347 9 WPMGHT 201 N SCNCI( 9LVElMSN A0.CHIECTs P.C. 1"^ P.C. 1000 37 ()4 10 CDM http://www. ns-arch . co m FLOOR PL4/1 Mill