Loading...
HomeMy WebLinkAbout31121-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31291 Date: 11/21/05 THIS CERTIFIES that the building ADDITION Location of Property: 1620 KOKE DR SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 87 Block 5 Lot 19.3 Subdivision Filed Map Na. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 6, 2005 pursuant to which Building Permit No. 31121-Z dated MAY 10, 2005 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 ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR & AS PER CONDITIONS OF ZBA #5674 DATED 4/14/05. The certificate is issued to BERNARD SPRINGSTEEL & MARCIA POLLAK (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2061145 10/21/05 PLUMBERS CERTIFICATION DATED N/A Authorized Signature Rev. 1/81 qri T f ' 2005 I. Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL ---- 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or . topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead. 5. Commercial building,industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing"land uses: 1. ' Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C.' Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00, Alterations to dwelling$25.00, Swimming pool$25.00, Accesspry building$25.00, Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. New Construction: _-_Old Pre-existing Building J/ (check one) Location of Property: ?V(ll/zFz✓ /2� S ® l/7-f !L House No. Street / Hamlet Owner or Owners of Property: Ff-�1X_/ s�21 Nva S��Z/ /K I` �G� 2'� Suffolk County Tax Map No 1000, Section f(_]�0,5__ 11- Z Block Lot Subdivision 97- QS — /1,_3Filed Map. nn Lot: Permit No. 7— Date of Permit. 110 D_Applicant: Health Dept. Approval: / Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: _L (check one) Fee Submitted: $ 64z.& y,) Q Applicant Signa C0 ) )�/ offl3ffl3rL3rL3@j1 o 5 BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS tt5 BUREAU OF ELECTRICITY �5 40 FULTON STREET -- NEW YORK, NY 10038 5 5 CERTIFIES THAT 5 Upon the application of upon premises owned by 5 C5U BRIAN BROOKS ELEC. INC. BERNIE SPRINGSTEEL 5 BOX 1001, SY 97760 CUTCHOGUEN115 , SOU HOLD, NY 1 19 1 rc� Located at 7760 MAIN BAYVIEW RD SOUTHOLD, NY 11971 5 CCC5 5 CC� Application Number: 2061145 Certificate Number: 2061145 5 Section: Block: Lot: Building Permit: BDC: nsl l e� CC5 Described as a Residential 0-599 square ft. occupancy, wherein the premises electrical system consisting of C� electrical devices and wiring, described below, located in/on the premises at: 5 First Floor, 5 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard 55 Spromulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the 21st Day of October,2005. 5 5 Name 2 Rate Racine Circuit Type 5 Alarm and Emergency Equipment 5 5 Sensor 1 0 Smoke �5 5 Wiring and Devices 5 Receptacle 6 0 General Purpose Dimmers 2 0 5 Paddle Fan 1 0 Lighting track 8 0 ft 5 5 5 5 5 5 seal J 1 of 1 S This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. FL31 REM5 e APPEALS BOARD MEMBERS r4F SO(/ly Southold Town Hall Ruth D. Oliva, Chairwoman `O �� 53095 Main Road•EO. Box 1179 Gerard P. Goehringer # Southold,NY 11971-0959 Vincent Orlando Office Location: James Dinizio,Jr. �O Town Annex/First Floor,North Fork Bank Michael A. SimonCOUNfI 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809•Fax(631) 765-9064 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF APRIL 14, 2005 ZB Ref. 5674— BERNARD SPRINGSTEEL Property Location: 1620 Koke Drive, Southold; CTM 87-5-19.3 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's 30,600 sq. ft. parcel has 115 feet along the south side of Main Bayview Road, and is improved with a two-story frame house and detached garage, as shown on the January 7, 1999 survey prepared by Joseph A. Ingegno, L.S. BASIS OF APPLICATION: Building Department's January 4, 2005 Notice of Disapproval, citing Section 100-244 in its denial of a building permit to construct a proposed addition to the existing single-family dwelling with a setback at less than the code required 40 feet. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on March 31, 2005 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: The applicant wishes to construct a 14' x 15' addition at 19.9 feet from the westerly (front) property line adjacent to Koke Drive, a private road. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The roof is peaked and in keeping with other parts of the same house, and the north/east side adjacent to Main Bayview Road will be unaffected. 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 addition will be behind an 8 ft. high privet hedge which screens the house from Koke Drive. Page 2—April 14,2005 ZB Ref.5674—B.Springsteel& M. Pollak CTM ID: 87-5-19.3 3. The variance granted herein is not substantial, and will add a 14' by 15' bedroom area for the applicant's family. 4. The difficulty was not self-created. 5. No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. 6. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an addition, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Simon, seconded by Member Goehringer, and duly carried, to GRANT the variance as applied for, as shown on the January 7, 1999 survey prepared by J. Ingegno, and plans prepared December 17, 2004 by Peter James Springsteel, R. A. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. Vote of the Board: Ayes: Members Oliva (Chairwoman), Orlando, Goehringer, Dinizio, and Simon. This Resolution was duly adopted (5-0). Ruth D. Oliva, Chairwoman 5/(p /05 Approved for Filing FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 31121 Z Date MAY 10, 2005 Permission is hereby granted to : BERNARD SPRINGSTEEL 7760 MAIN BAYVIEW SOUTHOLD,NY 11971 for CONSTRUCTION OF AN ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER ZBA DECISION #5674 at premises located at 1620 KOKE DR SOUTHOLD County Tax Map No. 473889 Section 087 Block 0005 Lot No. 019 . 003 pursuant to application dated MAY 6, 2005 and approved by the Building Inspector to expire on NOVEMBER 10, 2006 . Fee $ 150 . 00 Q Authorized Signature ORIGINAL Rev. 5/8/02 -Sul NMI �J 0 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 40 FULTON STREET — NEW YORK, NY 10038 c� CERTIFIES THAT 5 55 Upon the application of upon premises owned by S 5 5 BRIAN BROOKS ELEC. INC. BERNIE SPRINGSTEEL 5 BOX 1001, 455 BEEBE DR. 7760 MAIN BAYVIEW RD CCCS CUTCHOGUE, NY 11935, SOUTHOLD, NY 11971 Located at 7760 MAIN BAYVIEW RD SOUTHOLD, NY 11971 C5 Application Number: 2061145 Certificate Number: 2061145 S Section: Block: Lot: Building Permit: BDC: ns11 Described as a Residential 0-599 square ft. occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: 5 First Floor, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other S authority having jurisdiction, and found to be in compliance therewith on the 21st Day of October,2005. 5 Name 2 Rate Rating Cir uit Tvve 5�'+ Alarm and Emergency Equipment 5 Sensor 1 0 Smoke 5 Wiring and Devices 5 Receptacle 6 0 General Purpose 5 Dimmers 2 0 L5� Paddle Fan 1 0 5 Cj Lighting track 8 0 ft 5 5 5 5 5 5 5 5 seal 5 1 of 1 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated.IE 5 5 0 ho�A,OF SOzf; g, 2- *® TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION d [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING XIFINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: r DATE �� - � �� INSPECTOR �v� ;t *SOF SOpTyo* Rime TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPINGK FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE / r/s�� INSPECTOR �� 31 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH P G. [ ] FOUNDATION 2ND [ ] INS TION [ ] FRAMING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION Qs REMARKS: DATE o INSPECTOR IL r>�� 765.1802 BUILDING DEPT. INSPECTION [ ] F =NDATION TION IST [ ] ROUGH PLBG. [ ] F 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: � "'� �C e- DATE ©� INSPECTOR 76S-1802 BUILDING DEPT. INSPECTION [ ] F NDATION i ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE `�` �� INSPECTOR V 30(/T�o6 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS:. ( 'l DATE INSPECTOR TOWN OF SOUTHOLD PROPERTY RECORD CARD 3 OWNER STREET VILLAGE DIST. SUB. LOT n FORMER OWNER N ., ! E ACR. 2A 17Q: 4am---t)n # �- S W TYPE OF BUILDING 11� ct np. 141<< C"zJe.Ys _Y rRES_ 02�� SEAS. L. FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS -6 O 4 3 i (o-L117 / t # ± ree14, IN 17 D S/ 00 DO / D / # RQ C > - Gr r�'So — t 1 D �T— b aZbf�9' pP a!'aD79�1Pa�L -yt� riDvr O ��S is oa-L a7 9- r-lp,,0 3k&000 AGE BUILDING CONDITION (2 �� m0:3 9q NEW I NORMAL BELOW ABOVE It FARM _ Acre Value Per Value — Aue Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD woe 8e $ Meadowland824 DEPTH House Plot BULKHEAD Total DOCK 31 97 A" ■■■■■■■■■■■■e■■■■■■■■■■■■■■ � ■■■■e■■■■■■■■e■■■■■■■■■e■■e ■■■■■■■■■■e■■■■■■■■■■■■■■■■ ■■■■■■■ee■u■■eee■■■■u■■■■ ■■■■■NI■■Iw■■e■e■■■■■ ■■■■■■ ■■■■■IieUA�e�■■■■e■■■ee ■e■■■ ■■■■■�i.a■■ee■■■■ee■e■ ■■■■■ x y ■■e■■ ■i■■■■■■e■e■e■u■■u ' " i■iiiiiiiiiii■■iii■ii■i■■■■ii■ � inviioiii■ii■ieiiii■iii■■ii■ii■ sem■ - w.�� s� . &ooms Ist Hoor Recreation Room Rooms 2nd Floor i JAN 2 6 Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoflware Version 3.6 Release 1 Data filename: C:\Program Files\Check\REScheck\SPRINGSTEEL.rck PROJECT TITLE: SPRINGSTEEL/POLLAK RESIDENCE COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE: Detached I or 2 Family HEATING TYPE:Non-Electric WINDOW/WALL RATIO:0.11 DATE:01/21/05 DATE OF PLANS: 17 DECEMBER 2004 PROJECT DESCRIPTION: SINGLE FAMILY RENOVATIONS&LIBRARY ADDITION 7760 MAIN BAYVIEW RD SOUTHOLD,NEW YORK DESIGNER/CONTRACTOR: PETER J SPRINGSTEEL ARCHITECT,LLC PROJECT NOTES: For Addition Only: Single thick glazing with conventional aluminum storm panel has been used in this report, in lieu of specified double pane, low-e glass shown on the drawings at the request of the owner. COMPLIANCE:Passes Maximum UA=64 Your Home UA=59 7.8%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door PerimR-Value R-Value U-Factor 11A Ceiling 1: Cathedral Ceiling(no attic) 238 30.0 0.0 8 Wall I: Wood Frame, 16"o.c. 362 15.0 0.0 25 Window 1: Wood Frame:Single Pane 40 0.460 18 Floor I:All-Wood Joist/Truss:Over Unconditioned Space 210 25.0 0.0 8 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building i plans,specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,,( cchh plans or specifications are in compliance with this Code. t ' Builder/Designer \ Date �EFaED MCy�r yX5tt s Sagq At lN�s`ecr 021359 ,eE' A74�OFµEHy FIELD INSPECTION REPORT DATE COMMENTS -0ta,. O FOUNDATION(1ST) y ------------------------------------ 6 FOUNDATION(2ND) z 0 9� � y ROUGH FRAMING& y PLUMBING O m d INSULATION PER N.Y. y STATE ENERGY CODE FINAL ADDITIONAL COMMENTS Lo Z O Z m ' 7 P o � . f x _ Z�r � x d ro H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL ''yr, 2 8 M Board of Health SOUTHOLD,NY 11971 r1r' -14 j 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 --- Survey www. northfork.net/Southold/ PERMIT NO. � �a.l� :Z� Check Septic Form N.Y.S.D.E.C. Trustees Examined 0 20 CS Contact: Approved,20Z Mail to: Disapproved a/c / p Phone: 7 ap_7- /S 0 9 Expirati 120 Q6 Building Inspector APPLICATION FOR BUILDING PERMIT Date 20 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 ,sets of plans,accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall'be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, Iew York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions,or alterations of-fn: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. C (Signature licant oJ name,if a corporation) ? 74 0 cL4ArYVZ,65'W (Mailing address of applicant) SOdTKtIL-Or NY State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises RhMA4�jelQAA1g s;S Lc Y M f}AC (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. ' Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 77k Ad&69/ /JAWiAk1 /2P- 4�7-910W A1Y House Number Street Hamlet County Tax Map No. 1000 Section 7 Block o y W"A )oha.ol R�ATeg I • 3 u2, D t0.( t7 Subdivision Filed Map No. (Name) 2. State existing use and occupancy of premises and intended use and ocoapancy of proposed construction: a. Existing use and occupancy #0 14):e�- b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of di;Vouaitsjqrt a ch floor If garage, number of cars H? 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front �/ r, Rear /( �C n Depth Citi r Height 3�' Number of Stories Dimensions of same structure with alterations or additions: Front 3 6" G Rear Depth 1516 Height 3�` Number of Stories L 8. Dimensions of entire new construction: Front Rear /'y r Depth Height /'�� Number of Stories / 9. Size of lot: Front Rear Depth 10. Date of Purchase ! O Y Name of Former Owner 41AAK k VtA/CI4E146- l4& 1160;1 11. Zone or use district in which premises are situated 1 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO_Z 13. Will lot be re-graded?YES NO Will excess fill be removed from premises?YESP/ NO 14.Names of Owner of preJsesR' Address Pho Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO_AZ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) ®JA 17.0—&� D SS: COUNTY OF IAF ��� being duly swom,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the © w 1'/L -� (Contractor, Agent,Corporat •Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this/� /,,� � _dayof /tt me2001;4 Notary Public Ir, Sign e of App icant LINDA J COOPER NOTARY PUSUC,State of New York NO.OIC048225M SuMoik Count��ll Term Expiry Deoember 81,20C2� SURVEY OF PROPERT SITUATED AT BAYVIEW TOWN OF SOUTHO-LD SUFFOLK COUNTY, NEW YC S.C. TAX No. 1000-87-05- 1 ' 1000-87-05- 11 SCALE 1 "=30' JANUARY 7, 1999 6kf5 . . .. �`q �'✓ 0o co�o � �O�� F •' / d .4 a 00. Y \J3 0 Q° �Cy TqX NO 4Q ! /00 ^YOB ,g F / � OO,y NO / C 4bN / N Bq. 03, cL����s X03 0F D $ 6*, $ a2oo SURVEY OF PROPERTY SITUATED AT o BAYVIEW TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK o� S .C. TAX No. 1000-87-05- 19 .2 1000-87-05- 19 .3 W� SCALE 1 "=30' ooh JANUARY 7, 1999 64.03, / E4 p WO ,c . rys e° CocE� O'� 00, DO S g3 ti/ 775 q d'0� Go M • i� X99 �',/QQ 21�. / hg W ` O rye,^ u F Q,< s 6 c Tqx Fw N° f 1Ql �Oo,e� 0�", N 1,5- s ad/l IV Q N t / z o°c N 64 p N � f s 00. LOT AREA DATA S.C. TAX No. 5,980.OD sq. it. 1000-87-05-19 2 0.135 ac. 2 TAX No 1DO 24,720.00 sq. ff. °�GVW� ✓ 1000-87-OS-19.3 0.5fi] ac. 2y TOTAL 30,600.00 sq. ff. q 0.702 cc. CERTIFIED TO BERNARD SPRINGSTEEL }y UNATHORIZEO ALTERATION OR ADDITION �JW 8 TO THIS SURVEY IS A VIIOIATON OF SI 7209 OF THE NEW YORK STATE EDUCATION LAW. THE�urvo SURVEYORS INKED NOT SEAL ORRINc EMBOSSED SELL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY, ONLY CERTIFICATIONS FOR O THEPERSONWHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND (O LENDING INSTUUTON LISTED HEREON, AND - TO THE ASSIGNEES OF THE LENDING INSTI- TUTION CERTIFICATIONS ARE NOT TRANSFERABLE h p THE EXISTENCE OF RIGHTS OF WAY h h AND/OR EASEMENTS OF RECORD, 6 ANY, NOT SHOWN ARE NOT GUARANTEED. BUO BSO/� 64.03. 2 (� PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE EURJEYS ESTASII$HEG Joseph A. Ingegno roGNc 7z'0O' 70 k' FOR RT sucHL usE BVNiuAPPROVENEW RIA(ND ATE uND Tr LE ASSOCIATION. /F N L Land Surveyor TABLE OF CONTENTS - TI TITLE PAGE Al NEW CONSTRUCTION PLANS A2 NEW CONSTRUCTION ELEVATIONS A3 BUILDING SECTION 4 WALL SECTION A4 CONSTRUCTION DETAILS A5 SPECIFICATIONS CODE " BUILDING USE GROUP SINGLE FAMILY DETACHED R4 CONSTRUCTION TYPE: COMBUSTIBLE UNPROTECTED 58 WIND EXPOSURE 120 MPH EXPOSURE B WINDBORNE DEBRIS REGION PERSCRIPTIVE DESIGN PER 2001 WOOD FRAME CONSTRUCTION MANUAL COPYRIGHT©2004 BY PETER J.SPRINGSTEEL ARCHITECT,LLC APPROVED AS NOTED �LL CON§TRUCTION SHALL DATE: IMEC�f THE POOUIREMENTS OF THE FEE: I-0 , BY: CODES OF NEW YORK STATE, NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: FAX 1. FOUNDATION - TWO REQUIRED 860-536-5325 OCCUPANCY OR USE IS UN Fi 'CURED CONCRETE E-MAIL L4WFUL 2. ROUGH - FRAMING 8 PLUMBING PETER5PRING5 GI NETNEi WITHOUT 3. INSULATION P J S EING CERTIFICATION OF CERTIFICATE 4. FINAL - CONSTRUCTION MUST /,J \I3aNAILING & C,ONNECTIONS OF OCCUPANCY BE COMPLETE FOR C.O. rA60 572REQUIRED. ALL CONSTRUCTION SHALL MEET THEARC H I T REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. f�,�,sp,F]Afar„t: SPRINGSTEEL / POLLAK RESIDENCE AW AI TEAS CERTIFICATE REOUTAEU Iia ” � i. ..il",b SINGLE FAMILY RENOVATIONS & LIBRARY ADDITION 6j,' /s'q�021 D-e�Frj59-Ml° 7760 MAIN B A Y V I E W ROAD DATE 11 DECEMBER 4004 RETAIN STORM WATER RUNOFF PURSUANT TO SECTION 45-10C OF THE TOWN CODE. SOUTHOLD , NEW YORK T 1 NOTE: ANCHOR BOLTS ARE 1/2" DIA,x 10" LONG, '1101, HOOKED TO REBAR,30" O.C.AND WITHIN I5'O° 3" OF END OF SILL PLATES.PROVIDE FIELD VERIFY LOCATION 20'0" NUTS AND 3"XY WASHERS!SIMPSON FIELD VERIFY LOCATION NECESSARY EAM ROCKET AS --' I pONCRETE FROST WALL CORNER STUD07, 6i� r 15'0' "IMP RWALL ANCHOR BOLDOD WITH 1' BHEARWALL ANCHOR BOLT;SIMP60N LBP65/0,AT EACH BOLI. DIA.THREADED ROD WITH -_--_------- ' EMBEDMENT,ONW COUPLER NUT,59150 T. , BIMP6oN DIA,THREADED ROD WITH 6 BET",1/8' STUD HSP63 WNL EMBEDMENT,CND COUPLER NUT,59150 T. - BON PHD6-8D63 W/IS-"D6 I/4x3 EG E66 CORNER SND NOLDOWNj W6, 3'O" 515' PHPb-SPS3 W/IB-BIDS 1/43 1 ^i IIII K K I I FOUNDATION MS BARS ll 2 SCREWS,59600 T, ------------- AT TOP TOM WALL, e1HpTwgiER BASEBOARD o STET ON 0`42"3000 PSI O I I SCORED CONCRETE v I LL 0 I FOOTING TYPICAL w y w I TOP OF WALL a-1/T'BELOW o n o I ❑ G 3-I/2"OD.CONCRETE p y - I EXISTING FINISH FLOOR o 1 / x I ' FILLED LALLY W/6TEEL D I SLOPED 7"xB"DF,CEILING LL SLOPED w BASE/OAP BET ON I CEILING 1 I w ¢ 24"x24"xl0"3000 PBI 1 I FLUSH BEAMS JOISTS V I6"OD, CEILING D I ? CONCRETE FOOTING ro I 13-2"al,OF, I 7 rc m I / a x NEW WINDOW HEADER' 2-1-3/4"x5-1/2"MICROLAM I I o I I D BEAM POCKET A6 < NECESSARY W B'TRACK I &'TRACK i 1 I 610 L j 610" 1 B" a C�� - I I 1 I '41H o SPACE p y I A3 BHEARWALL ANCHOR BOLT: A3 o p I 61MPSON I fiET,1/B"DIA.THREADED ROD WITH SLOPED 12ND,DF.CEILING I 2"3000 PBI CONCRETE =° `° 1 SLOPED g I CORNS STUD ONWOWPLER NUT,59150 T. CEILING 1 CEILING w a RAT SLAC W/TROWEL w ¢ I I CORNER SND HOLOOWN' 1 JOISTS 61 I6"OL, 1 I FINISH SIMPSON m m 1 I 04 DOWELS ATB"OL, SCREW ,$06006p63W/IB-SCSI/4x3 FIRST FLOOR PLAN SCREWS,$0600 T. ACIPC BMOKE PET 0 I i q.q. 2'B°XED" "%3'O° 2e pIMMER SCALE:1/4" =1'O" 1 1 t] I CUT I EXISTING XI NEW OPENINGS IN CMU WALL FOR ACCESS !VENTILATION EXISTING CMU NEW POOR HEADER BHEARWALL ANCHOR EI 6IMPBON ACCEFOUNDATION 2-1-3/4"x 1-I/2"MICROLAM BET,1/8"DIA.THREADED ROD WITH 04 DOWELS AT B"OL. WALL 5 EMBEDMENT,CNW COUPLER NUT,591571 T. CORNER BTUD HOLDOWN: 6IMP8ON PHD6-6D63 W/IB-6D6 I/43 EXISTING SCREWS,59600 T, BASEMENT a ADDITION FOUNDATION PLAN SCALE!1/4" =1'O" EXISTING 2 STORY DWELLING [NAIL8 END BAYS AT ROOF GABLE WITH 'a 16"O.C.NAILED W/ IOD COMMON " O.C.TYPICAL. 0 BEARING WALL BELOW r_ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _______ _ _ __ _I r _ _ __ _ _ ____ _ _ _ _ 1 POST BELOW DOWN 10 EXISTING WINDOW HEADER: 4-2'x4"DF.111% 1 BULKHEAD PORCH II wE II p 4 Z"xB'`DF.ROOF RAFTERS1 w o 2" D.F.ROOF RAFTERS AT 16 OZ Ou — AT Ib"OL, 0.12 PITCH rc E 9"12 PITCH II wC II a tt x d m 12'0" II 4 I II 1 300" Ja q3 56,0" 1 2"xS"OF.ROOF RAFTERS 0 2'jWPF-ROOF RAFTERS 1 1 DEMOLITION NOTES FRAMING NOTES AT 16"OL. AT 16"OL. 9N2 PITCH g 912 PITCH i I I. ALL DEMOLITION MATERIAL 5HALL BE DISPOSED OF I. WINDOW 4 EXTERIOR DOOR HEADERS ARE 2-2"%G"DF.W/ /Z"LDk FLITCH rc OFF-61TE IN A LEGAL MANNER. II."MILROLAM"BEAMS ARE MANUFACTURED BY iRU8J01Bi MACMILLAN. FON BELOW DOWN TO 1 Z INCE OTHERWISE NOTED, 12,ALL ELEVATIONS REFERENCED FROM EXISTING FIRST FLOOR. FOUNDATION Z. PROTECT ALL REMAINING DUST AND FLYING Z INTERIOR DDDR HEADERS ARE NOT REOWRED UNLE66 NOTED. 4-Z"x4"DF.MIN. LEL RIDGE BEAM INTO SPROTECT PATE! INTERIOR FROM DUST AND FLYING DEBRIS. 3. ALL DIMENBIONB ARE TO NOMINAL FINI6H SURFACE AT INTERIOR IB-PROVJDE PARALLEL TO END PERPENDICULAR BLOCKING NG SHALL 2 END BAYS AT OF SAME L FL OR FRAMING 1 WALL OVER NEW PO67 1 3. PENETRATION AT LLT MES. FROM MOISTURE PARTITIONS AND 7o OUTSIDE OF STUD AT EXTERIOR WALLS UNLESS AT 4B"OL, OTHERWISE NOTED. AL - - - LL j - - - --_ _I_ __ __ _ _ __ _ ____ __ _ I` 14,ALL EXTERIOR WALLS ARE 6HEARWALL6 AND SHALL HAVE ALL SHEATHING BEAMS E PLATE IMPORTANT NOTE: 4. ALL DIMENSIONS ARE TO CENTERLINE OF WINDOWS AND DOORS, BLOCKED WITH 7'x4"PP,AND NAILED W/IOD COMMON NAILS AT 4"OL. r CONTRACTOR SHALL MAKE NOTE OF LOCATION UNLESS OTHERWISE NOTED. 15,ALL OF ALL OVERHEAD AND UNDERGROUND UTILITIES 5. UNLESS OTHERWISE NOTED,DOORS AND WINDOWS SHALL BE CENTERED TO TOP PLATE IWITH INTERMEDIATE BEAMS BLOCKED AS DESCRIBED BOAT EXTERIOR WALLS SHALL BE RUN VERTICAL FROM OVLE,WALL/FOOR E%I6TING BEARING fiEi Z"x D.F.VALLEY PLATE ON AND PROTECT GAME FROM DAMAGE DURING BEWALLS, BETWEEN W WALL BELOW 1 EkIfiiING ROOF DECK CONSTRUCTION OPERATIONS. AND FLOOR/SILL JOINTS SHALL BE REINFORCED FOR SHEAR AND UPLIFT AB PE61RIBEP �I 1 6. ADD BLOCKING AT FLOOR STRUCTURE FOR PARALLEL WALLS AND POINT ON THE DRAWINGS. EXISTING ROOF 1 �/-EXISTING ROOF NEW CONSTRUCTION WALL SCHEDULE- LOAD CONDITIONS.DOUBLE FRAMING AT PARALLEL WALLS. 16,ALL OPENINGS IN WALLS SHALL HAVE HEADER,PLATE AND JACK STUDS 1. DF.=DOUGLAS FIR STRUCTURAL GRADE MATERIAL N0,2 OR BETTER. REINFORCED WITH GAI.V.STEEL STRAPS,BIMP6ON 0616 W/14-ISD COMMON NAILS, NEW 2"x4"EXTERIOR STUD WALL SYSTEM, 8, DOUBLE FRAMING MEMBERS AT ALL OPENINGS UNLESS OTHERWISE NOTED. PLACED OVER 6ND6 AND HEADER ABOVE UNLESS OTHERWISE NOTED, 1.ALL 6HEARWALL HOLDDOWN6 SHALL BE FASTENED TO 2-t'x6 DF,STUDS MIN.4 NEW 2"x4"INTERIOR STUD WALL SYSTEM. 0,FRAMINGIB 6HOWN ABOVE TYPICAL, ALL CORNERS SHALL BE 60LID STUDIED WITHOUT VOIDS, 10.P.T.=PRE66URE TREATED SOUTHERN YELLOW PINE. 18.ALL METAL STRAPS AND ANCHORS MAY BE INSTALLED DIRECTLY 70 FRAMING ADDITION ROOF PLAN EXISTING INTERIOR WALL 70 REMAIN. OR OVER SHEATHING. SCALE"I/4" =I'O° EXISTING EXTERIOR WALL TO REMAIN. 15.ALL METAL HANGERS,STRAPS,BOLTS,WASHERS AND NUTS IN CONTACT WITH PRESSURE TREATED WOOD 5HALL BE HOT DIPPED GALVANIZED,GI85 ZINC COATED GALVANIZED OR STAINLESS STEEL. FAX SP R IN G S T E E L/P O L L A K 8 E - MA-5325 DATE 11 DECEMBER 2004 AIL; 7760 MAIN BAYVIEW RD SFaE°" � PETERbPRINGSTEEL a75NET,NET gcy�SBPR; P J S RIN®37CEEII. - -amu, RESIDENCE a f ".,, 660 572 7306 SOUTHOLD ' � N RENOVATIONS & ADDITIONS NEW YORK r °21350 O A 1 LOPTRIGHi©;004 PETER J.SPRING6TEEL ARCHITECT,LLL F° OH WINDOW SPECIFICATIONS L ALL WINDOWS ARE BASED UPON PRODUCTS MANUFACTURED BY MARVIN WINDOWS. 2.GLAZING SHALL BE INSULATING NORTHERN LOW-E GLASS TYPICAL. 3.MUNTINS SHALL BE 1/8" SIMULATED DIVIDED LIGHTS. 4.GANGED WINDOWS SHALL BE DIRECT MULLED UNLESS OTHERWISE NOTED. _- 5.EXTERIOR CASINGS SHALL MATCH EXISTING, 6.ALL OPERABLE WINDOWS SHALL BE SUPPLIED WITH SCREENS. 1,PROVIDE EXTENSION JAMBS FOR 2"x4" WALLS. _ 8.WINDOWS SHALL BE PRIMED WOOD. — 1x1- 9.GLAZING AT DOORS AND WHERE INDICATED BY "T" SHALL BE TEMPERED. 10.GENERALLY,WINDOW HEADS SHALL ALIGN WITH INTERIOR DOOR HEAD. 11,ALL NEW WINDOW OPENING PROTECTION SHALL CONS16T OF PRECUT 1/2" CDX PLYWOOD PANELS,PREDRILLED FOR 2-1/2" $8 WOOD _ 1 SCREWS AT 12" O.C.PANELS SHALL BE MARKED FOR LOCATION t ORIENTATION -r_ fl WITH SCREWS AND WASHERS PROVIDED IN PLASTIC PACKAGING. F-7 CC COLO �CL1 EF WINDOW SCHEDULE MARVIN ULTIMATE DOUBLE-HUNG WUDH3028 R.O.3'0-3/8" W x 55.1/2" H.6/6 LITE. �\ EGRESS WINDOW. `G MARVIN ROUNDTOP WRT2412 CM RD,2'1" W x f0-1/2" H.5 LITE. PROPOSED ADDITION MARVIN CASEMENT WCM2464 CM RO.2'I" Wx5'4-9/16" H.I LITE, r - - - - - - - - - - - - - - - - - - - - - - - --- - - � c� MARVIN ULTIMATE DOUBLE-HUNG WUDH2412-2 - - - - - - -- - - - - - - - - - - - - -- - - - - - - - J RD,4'11-3/4tl1 W x 2'9-1/2" H.6/6 LITE /6/6 LITE. FRONT / NORTH ELEVATION SCALE:1/4" = 1'O" i i i " 1 r O �LIJ FTII�1 FIELD VERIFY WINDOW/ CASING CLEARANCE-SET PROPOSED ADDITION ADDITION TO ALLOW FOR CLEARANCE/FLASHING - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - L I I i C I � I I � L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I n T ® REAR / SOUTH ELEVATION C 1111111 J�LI�U- � I�I���CJ I I _ FIRST FLOOR - -- - PROPOSED ADDITION RIGHT SIDE / WEST ELEVATION SCALE I/4" =f0" DATE: 11 DECEMBER 2004 B60325 SPRNGSTEEL/POLLAK I E -MAIL536- 7760 MAIN B A Y V IE W RD = PETERBPRINGSTEEL'dSNET.NET Q�G�P��aes SF'R//c�rFT .r RESIDENCE SOUTHOLD RENOVATIONS & ADDITIONS SOF � �o COPYRIGHT©7004 PETER J,SPRINGSTEEL ARCHITECT,LLL NEW YORK BO" LONG STRAP, 51Mf 5CN C115TG16 W/ 4 - 16D 51NKER5 AT EACH RAFTER END RIDGE BEAM=2 - 1-3/4" x 9-1/2" MICROLAM J ILII OOF S AT AND DEW GABLE ROOFSYSTEM OL LOW-PROFILE RIDGE VENT 51MP5ON H14 HURRICANE ANCHOR AT EACH RAFTER RIDGE BEAM 2 - 1-3/4" x 9-1/2" MICROLAM I 2"xB" D.F. CEILING/ROOF TIES AT 16" O.C. W/ B - IOD COMMON AT EACH END II 1 � 2"x8" D.F. ROOF RAFTERS AT 16" 0,C TOENAIL EACH RAFTER TO W1 LONG STRAP, S EACH N DE OF TOP PLATE W/ 4 - ED COMMON � W/ 30 - 160 SINKERS EACH SIDE OF 12 �� AND NEW GABLE ROOF SYSTEM NAILS FOR SHEAR RE515TANC-E WINDOW OPENfNGS NAILED TO JACK g �9/ STUDS,HEADER 4 PLATES 56/4 l/� SIMPSON H14 HURRICANE �7 TIE AT EACH RAFTER - � MOUNTED ON EXTERIOR WINDOW HEADER: OF EACH STUD W/ 12 - BID 2 2"x6" D.F. W/ 1/2" NAILS a RAFTER 4 13 - BD Are " CDX FLITCH TYPICAL AT PLATES 5 EDI MATCH EXISTING a EAVE DETAILS 5HEARWALL HOLD DOWN AT 24" LONG STRAP,5IMPSON GM5TCI6 LL CORNER - SEE FLOOR PLANS W/ 22 - IOD COMMON NAILS FASTENED 00 TO STUDS AND BAND JOIST r 0 = o a 2"x4" DSTUDS A'T 16" O.C. NAIL BOTTOM PLATE TO EACH J015T 51MPSON LPT4 FRAMING PLATE Lu LIBRARY' _ AND NEW EXTERIOR WALL W/ 2 - 16p COMMON NAIL5 FOR OVER PLYWOOD SEAM AT Z z s SYSTEM SHEAR RESISTANCE 16 OL.W/ 12 - BD COMMON FOR �- q D � L FOR SHEAR RESISTANCE 2 - 2"x611 FLOOR JOISTS AT wp 1611 O.G. AND NEW FIRST 5IMP50N LPT4 FRAMING o O LL s FLOOR SYSTEM PLATE OVER PLATE SEAM AT 16 O.G- W/ 12 - BID COMMON FOR eu p z FOUNDATION ANCHOR BOLTS= GIRDER BEYOND: 1/2" DIA_ x 1211 LONG HOOKED TO REBAR FOR SHEAR RFBIBTANCE 3 - 2°4" D,F, FLUSH 30° O C. AND WITHIN 311 OF END OF SELL PLATE5, PROVfIDE NUTS 43'x3° WASHERS° sr FLOOR 51MPSON LBP55/B" AT EACH BOLT, ALL ° 12 k GALVANIZED STEEL 5HEARWALL ANCHOR BOLT: GRADE 1 ROD WITH115EEMBEIDMI THREADED 2 T BL PSI CONCRETE COUPLER NUT=5B15# T. 3-1/2" O.D. CONCRETE FILLED RAT SLAB OVER 6 MIL CRAWL SPACE POLYETHYLENE STEEL LALLY COLUMN SET 2 - #5 BARS ✓ ON 24"x24"x1011 3000 PSI ° 0 CONCRETE FOOTING B" THICK 3000 P51 CONCRETE FROST WALL FOUNDATION 2 - #5 BARS TYPICAL 10°x2211 3000 PSI SCORED ✓ CONCRETE FOOTING 2" 3000 PSI CONCRETE RAT SLAB OVER 6 MIL 2/43 WALL SECTION 1/A3 - ADDITION SECTION POLYETHYLENE SCALE:I" =I'0" SCALE:1/2" =1'0" FAX: DATE: 11 DECEMBER 2004 860-536-5325 G\5.��,gE0 AgOh,T SE -MAIL. 7760 MAIN BAYVIEW RD PRINGSTEEL/POLLAK PETER.5PRINGSTEEI-05NET.NET MSPRINGSTEEL + �"� 4m N RESTDENCS SOUTHOLD A /(�l NEW YORK X21959 y- ` � V RENOVATIONS & ADDITIONS srgTFOFN COPYRIGHT©2004 PETER J,BPFNG6TEEL ARCHITECT,LLC Ilgure 3.7a Ceiling Bracing Gable Enthrall Figure 3.2a Sill Plate Anchorage to Concrete Foundation Wall Figure 3.9a Studs and Headers Around Wall Openings Double Top late 2x4 Continuous Anchor Bolts and lateral brace at 6' o.e. Truss or Ceiling Joist 5111 Plate washers as required 2-lOd Nails Gable End Trus P' I il. �,. Double Header 10.8d Nails F ado .1 - Full Height Stud Jack Stud 5d Cooler Nails at 10" O.C. 2"1 Block nalied to each Window Sill Plate brace with 4.10d nails Gypsum Board Top Plate Splice Requirements for Wind - Exposure B & C - All Other Cases 5d Cooler Nails at 7"o.c. 20 Gage Strap 10-8d Nails Building Dimension(a.) Mmlmum SPM1ce LengW(ft),' Iz z ZZ Endwall Studs 16 3 zo 4 24 4 Bottom Plate 1. 6 32 6 36 7 40 A S0 10 0 Figure 3.8a Corner Stud Holddown Figure 3.8b Corner Stud Holddown Figure 3.7b Floor Bracing Endwall '711 6 Detail - 3 Studs With Detail - 4 Studs Tabulated splice lenglbs eesume lop plateamtop plate couneobon using 2-166 Blocking us,.,idcan Poi,abin sspbe,ine.cs,lM1e volt epodog sM1all be mdecedworder m pmvidc w uqulvnlanl number ufnade c Tabulated splice len5@e asmme o building located in Evpoeure B or ' Tug Flutes shall be a minimum oriNtl pace mmedol rep elamspnra��on Blocking at ENOWALL dwall O Sldewall orner stud A A HolddowJ12-16d onnected to BLOCKIN ransfer shear on Holddown BLOCKING nils at tomo c. s at 6' die. SECTION ATA Corner stud m connected to transfer shear AMFRIOAN FnprgT a.PAPrP 4ggnrmTr1e1 Figura 3.8c Interior Stud Detail Figure 3.8d Top Plate Intersection MINIMUM Detail EDGE DISTANCE 3 d r a /8 c "a d continuous top plate laps top plate. lower top Plata 0 0 * 0 d u 0 —/ 0 � 8d COMMONS TO PLATES. FILL ONE OF THREE HOLES TO H14 BOTTOM FLANGE. A A CONSTRUCTION DETAILS FAX; DATE: 11 DECEMBER 2004 A S P R IN G S T E E L /P O L L A K 660-536.5325 51EAE �H,r E -MAIL. 7760 MAIN BAYVIEW RD P,�^&SsPR�,U`dll ,. PETER.5PRING5TEELaa5NET.NET aw �qT' RESIDENCE prSRRJN69r8E� � SOUTHOLD 868 872c 7386 RENOVATIONS & ADDITIONS NEW YORK CCPYRIGHT©J004 PETER J.5PRIN65TEEL ARCHITECT,LLC DEMOLITION: NEW EXTERIOR WALL SYSTEM : CEILING SYSTEM : -CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIAL,PERMITS AND EQUIPMENT -5-1/2" EXPOSURE RED CEDAR, R4R, PERFECTIONS,SHINGLE SIDING, W/ I COAT OIL -21lx8" DOUGLAS FIR NO.2 STRUCTURAL OR BETTER CEILING JOISTS /01a 16" O.C. NECESSARY TO DEMOLISH AND REMOVE EXISTING STRUCTURES,FINISHES, BASE STAIN AND I FIN15H COAT LATEX ACRYLIC STAIN TO MATCH EXISTING. WINDOWS AND DOORS WHERE SPECIFICALLY NOTED ON DEMOLITION PLANS. 5/4"x RED CEDAR CASINGS, TRIM 4 CORNICES TO MATCH EXISTING SHAPES AND BARRIER FACING AFT FACED VAPOR BA INSULATION W/ KRR -2 LAYERS 35" R-15 FIBERGLASS SIZES,BACKPRIMED 4 PAINTED 2 COATS COMPATIBLE LATEX HOUSE PAINT, FASTEN ALL HEATER AREAS, LAYERS 3-SS HIGH DENSITY KR AT SLOPED CEILINGS R SIDING AND TRIM WITH 8TAINLE55 STEEL RING SHANK NAILS, INSULATION BA SITE WORK SPECIFICATIONS: -BENJAMIN OBDYKE "HOME SLICKER" BREATHER MEMBRANE. BAFFLES. -I/2" GYPSUM BID.W/ 3 COAT SPACKLE FINISH SYSTEM i0 SMOOTH FINISH. -CONTRACTOR SHALL PROVIDE EROSION CONTROL AND STORM SEWER PROTECTION A5 - TYVEK' INFILTRATION MEMBRANE WITH TAPED JOINTS PER MANUFACTURER. PROVIDE PAINT FINISH AS DESCRIBED IN "INTERIOR WALL SYSTEM" NECESSARY TO PREVENT EROSION OF SOILS TO STREETS 4 ADJACENT WATER BODIES. -1/2" APA SPAN RATED OSB SHEATHING NAILED WITH IOD COMMON 4" O.C. 9 EDGES FASTEN WITH SCREWS ONLY. -DEMOLISH EXISTING PORCH 4 CHIMNEY STRUCTURE. AND 8" O.C. IN FIELD. -GRUB BUILDING SITE AND EXCAVATE FOR FOUNDATIONS. -2"x4" DOUGLAS FIR, NO, 2 STRUCTURAL GRADE OR BETTER,STUDS IS 16" O.C. GABLE ROOF SYSTEM : -SEPARATE AND STOCKPILE TOPSOILS IN LOCATION AS DIRECTED BY ARCHITECT. -35" R15 FIBERGLASS INSULATION WITH KRAFT FACE VAPOR -VINYL TYPE LOW PROFILE CONTINUOUS RIDGE VENT AT ALL RIDGES. -EXCAVATE FOR BUILDING FOUNDATIONS. REMOVE EXCESS EXCAVATION MATERIALS BARRIER, FROM SITE. -I/2" GYPSUM BOARD TAPED f 3 SPACKLE COATS TO SMOOTH FINISH, -MATCH EXISTING FIBERGLASS REINFORCED ASPHALT SHINGLES IN MOISTURE RESISTANT � BATH.PROVIDE PAINT FINISH AS DESCRIBED IN STANDARD COLOR OVER 150 FELT. PROVIDE ICE 4 WATER SHIELD VALLEY AND HIP -CAREFULLY BACKFILL FOUNDATION WITH BOULDER FREE MATERIAL AND ROUGH GRADE "INTERIOR WALLS" BELOWFASTEN WITH SCREWS ONLYFLA514ING 4 DOUBLE STARTER COURSE PER MANUFACTURER'S SPECIFICATIONS. . . AS NECESSARY - BUILD UP GRADE AROUND FOUNDATION AS INDICATED ON THE PROVIDE HIP AND RIDGE SHINGLES WHERE RECOMMENDED BY MANUFACTURER. DRAWINGS AND FOR POSITIVE DRAINAGE AWAY FROM BUILDINGS. -SEE "INTERIOR WALLS" FOR INTERIOR WINDOW AND DOOR TRIM FINISH SPECS, HURRICANE NAIL PER MANUFACTURER SPECIFICATIONS. -REUSE STOCKPILED TOPSOIL AT UPPER LAYERS OF BACKFILL. PROVIDE 4" NEW,CLEAN -CONTINUOUS ALUMINUM DRIP EDGE ALONG RAKES 4 EAVES. TOPSOIL AT ALL DISTURBED AREAS. GRASS SEED ALL DISTURBED AREAS. INTERIOR WALL SYSTEMS: -1/2" APA SPAN RATED CDX SHEATHING NAILED WITH IOD COMMON NAILS 6" O.C. AT EDGES AND 8" O.C. IN FIELD. RUN PERPENDICULAR TO RAFTERS, -1/2" GYPSUM BID. W/ 3 COAT SPACKLE FIN18H SYSTEM TO SMOOTH FINISH EACH SIDE -211x8" DOUGLAS FIR NO, 2 STRUCTURAL OR BETTER RAFTERS a I6" O.C., NEW FOUNDATION WALL SYSTEM: OF STUD. MOISTURE RESISTANT BATHROOMS. FASTEN WITH SCREWS ONLY. SU58TITUTE W/ GALV. STL. HURRICANE ANCHORS 57 EACH RAFTER; "SIMPSON" H14. -2"x6" PRESSURE TREATED SILL W/ SIMPSON GALV. STEEL STRAP, BOTTOM FASTENED. 1/2' FIBER-CEMENT BOARD AT ALL AREAS TO BE CERAMIC TILED. -2 LAYERS 35 RI5 FIBERGLASS INSULATION WITH KRAFT FACE VAPOR -I/2" PIA,x 12" ANCHOR BOLTS AT 30" O.C.AND AT END OF EACH SILL PIECE WITH -PAINT SYSTEM AT GYPSUM Bp: BENJAMIN MOORE I COAT LATEX QUICK DRY PRIME SEAL BARRIER AND INSULATION BAFFLES FOR FREE AIR FLOW AT CATHEDRAL CEILINGS ONLY. 10" EMBEDMENT. HOOK REBAR AT TOP OF WALL. PROVIDE 3" SQUARE GALV. STEEL AND 2 COATS REGAL AQUAVELVET OR EQUAL SYSTEM APPROVED BY THE ARCHITECT. -I/2" FlGYPSUM B . TAPED f 3 SPACKLE COATS TO SMOOTH FINISH. 6 WASHERS WITH NUTS. PROVIDE SEPARATE ANCHOR BOLTS AT HOLD DOWNS INDICATED -2"x4" DOUG FIR,HEM-FIR OR SPRUCE STUDS AT 16 O.C. KILN DRIED ONLY. BET FASTENEN WITH WITH SCREWS ONLY, ON THE "FIRST FLOOR - NEW COSNTRUCTION PLAN", BOTTOM PLATE IN CONTINUOUS BED OF ACOUSTICAL SEALANT AT ALL BATH -PAINT SYSTEM AT GYPSUM Bp:BENJAMIN MOORE COAT LATEX QUICK DRY PRIME SEAL AND BEDROOM DEMIZING WALLS. -FIBERGLASS SILL SEALER. AND 2 COATS REGAL AQUAVELVET OR EQUAL 5Y6TEM APPROVED BY THE ARCHITECT. -3-1/2 THICK FIBERGLASS BOUND CONTROL BATTS AT ALL BATHROOM AND BEDROOM -8" T x 3'6" H 3000 PSI, a 28 DAYS, CONCRETE FOUNDATION WALL,WITH DEMIZING WALLS.... 2 - #5 REBAR CONTINUOUS AT TOP OF WALL AND BOTTOM OF WALL, NEW Fr45CIA/5OFFIT/RAKE' i -PAINT GRADE CASINGS 4 BASEBOARDS THROUGHOUT ALL AREAS TO MATCH EXISTING -10"42" 3000 PSI SCORED CONCRETE FOOTINGS CONTINUOUS. SHAPES, DIMENSIONS AND PROFILES,PROVIDE NEW CROWN MOULDINGS AND COFFERS -CONTINUOUS BROWN ALUMINUM DRIP EDGE. N AS INDICATED ON THE DRAWINGS,ALL PAINTED. -NON-MODIFIED ASPHALTIC WATERPROOFING MEMBRANE BELOW GRADE. CLOSET BASE 4 INTERIOR CASINGS SHALL BE SQUARE EDGE I"x4" PROVIDE I COAT -2 PIECE "x RED CEDAR FASCIA 4 FLUSH RAKES TO MATCH EX15TING PAINTED. LATEX BASE PRIMER,4 2 FINISH COATS LATEX SEMI-GLOSS. PAINT DOORS 4 WINDOWa JAMBS IN SIMILAR FASHION. 4' SAVE SLOT WITH BRONZE SCREENING FOR VENTILATION. o CRAWL SPACE SYSTEM : -INTERIOR DOORS ARE PAINT GRADE IN 51ZES AS INDICATED ON THE DRAWINGS. DOORS -SEAMLESS ALUMINUM,FREE-FLOAT GUTTERS W/ DOWNSPOUTS e LOCATIONS AS SHOWN -2" 3000 PSI a 28 PAYS CONCRETE SLAB,TROWEL FINISH. SHALL BE 4-PANEL SEMI-SOLID CORE MOULDED,W/ SOLID WOOD PAINT GRADE ON THE DRAWINGS - OUTLET ONTO SPLA6145LOCK5. DOOR FRAMES W/ APPLIED STOPS TO MATCH EXISTING. -6 MIL POLYETHYLENE VAPOR BARRIER. o u NEUJ FIRST FLOOR SYSTEM : -FINISH FLOOR - WOOD FLOORING TO MATCH EXISTING,BUTT SQUARE EDGE, BLIND NAILED, SANDED SMOOTH,STAINED,FINISHED WITH I PRIME COAT 4 3 FINISH COATS "STREET SHOE COMMERCIAL" LATEX SATIN URETHANE. INSTALL WOOD OVER ROSIN PAPER -3/4" APA SPAN RATED GPX T4G PLYWOOD SUBFLOOR GLUED AND NAILED PER MANUFACTURER'S 5PECIFICATIONS, -2 - 2"x6" DOUGLAS FIR NO. 2 SRUCTURAL OR BETTER FLOOR JOISTS la 16" O.C. 4" R-25 F15EPGLA88 INSULATION WITH KRAFT FACED VAPOR BARRIER FACING HEATED AREAS. _ w N c v h F rt Vl C ] H rt a ro a 0 A A A N A FAX, DATE; II DECEMBER 2004 B60-536-53?5 (GXoeEl)ARcl., E MAIL RY 5pME5 SPAN B�. PETERJ5PRINGSTEELa SNET.NET P J S RIN(337CEEP, qr ,Pa SPECIFICATION eso 572 7306 S .� U C Ji< 4 V@ 4, 7C s oz1350 Tq�OF NE`N��