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HomeMy WebLinkAbout31614-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32093 Date: 12/20/06 THIS CERTIFIES that the building ADDITION & ALTERATION Location of Property: 125 BRIGANTINE DR SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 71 Block 2 Lot 18 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated NOVEMBER 9, 2005 pursuant to which Building Permit No. 31614-Z dated NOVEMBER 17, 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 ALTERATIONS & ADDITIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR, & AS PER CONDITIONS OF ZBA #5703 DATED 06/09/05. The certificate is issued to LAURENCE & LILLIAM SIMPSON (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF BEAT TH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED Rev. 1/81 3001040 11/16/06 12/06/06 PECONIC PLUMBING & HEAT. Authorized Signature (,.S /9/6 Form No. 6 TOWN OF SOUTHOLD DEC 2 2�� BUILDING DEPARTMENT TOWN HALL 765-1802 -- --- APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept, of water supply and sewerage -disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1 % lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non -conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swirmning pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 New Construction: Old or Pre-existing Building: Location of Property: /Z ?)P ld A,qT/ n/ Lr House No. Street Owner or Owners of Property: LAO2t= t ZJL—L\ 4,J Suffolk County Tai Map No 1000, Section Subdivision R1446drL Permit No 3/(./* Health Dept. Approval: Planning Board Approval: W Date of Permit. Request for: Temporary Certificate Fee Submitted: $ yJ c �15N� Col 3)07'3 Date. _OG (check one) �aoe— N^tPS0N Block Filed Map. Applicant: Underwriters Approval: Final Certificate: Lot Lot t / (check one) Hamlet 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. 31614 Z Date NOVEMBER 17, 2005 Permission is hereby granted to: LAURENCE S SIMPSON 305 EAST 24TH ST APT 19G NEW YORK,NY 10010 for : ALTERATIONS & ADDITIONS TO AN EXISTING SINGLE FAMILY DWELLING FOR PER ZBA DECISION 45703 at premises located at 125 BRIGANTINE DR SOUTHOLD County Tax Map No. 473889 Section 071 Block 0002 Lot No. 018 pursuant to application dated NOVEMBER 9, 2005 and approved by the Building Inspector to expire on MAY 17, 2007. Fee $ 690.00 Authorized Signature ORIGINAL Rev. 5/8/02 E rJ�rJ�rJ�rlcPcfrJ�rJ@PrJ�rJ�rJ�rJ�rJ�rlrlcnrJ�cPrJrJ�cPrJ�cPr�rJrJ�rJ�rJ�rJ�rJ�r�cPrJcPrJrJ�rJ�rJ�r�r�rJcfrJ�rJcPrJ�cPrJ�tncPrJ�rJ�rJ�rJcPrJrJ�r�rJrJG�rJ E BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 5 ��N 40 FULTON STREET — NEW YORK, NY 10038 5 c CERTIFIES THAT 5 SUpon the application of upon premises owned by 5 PAUL R. BURNS LAWRENCE & LILLIAN SIMPSON' 5 PO BOX 1061 125 BRIGANTINE DR 5 5 SOUTHOLD, NY 11971-0932, SOUTHOLD, NY 11971 C5 r5j Located at 125 BRIGANTINE DR SOUTHOLD, NY 11971 5 cS 5 Application Number: 3001040 Certificate Number: 3001040 5 5 Section: Block: Lot: Building Permit: BDC: ns11 5 5 Described as a occupancy, wherein the premises electrical system consisting of S 5 electrical devices and wiring, described below, located in/on the premises at: 5 Basement, First Floor, Attached Garage, Outside, c� 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 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the 16th Day of November, 2006., Name OTY Rate Ratine Circuit Tyne L 5 Alarm and Emergency Equipment 5 5 Sensor 1 0 Carbon Monoxide 5 5 Transfer Switch 1 0 100 amp Appliances and Accessories 5 5 Exhaust Fan 3 0 F.H.P. 5 Dish Washer 1 0 1.2 KW 5 5 Panels 5 1 100 18 5 jWiring and Devices Outlet 52 0 Fixture 5 L5J Fixture 52 0 Incandescent c5 S5 Outlet 91 0 General Purpose Receptacle 56 0 General Purpose 5 5 5 Switch 53 0 General Purpose Dimmers 2 0 5 Paddle Fan 4 0 5 Ij Receptacle 2 0 20 amp Laundry seal 5 Receptacle 9 0 GFCI Continued on Next Page I of 2 5 5 5 location indicated This certificate may not be altered in any way and is validated only by the presence of a raised seal at the . 5 5 5 E rJ�rJ�rJ�rJcPrJ�rJ�rJ�r ncPr�rJrJrJ@Jt�fcPrPr fflG PrJrPcPrJrJrJ@PcPrJ�rJ�rlcPrJ�r�cPcPrPrJrJ�c�rJ@PrJ�rJ�rJ�cPcPrJ�r rCc1cPrlcJ�cPrJ�cPrJ�rJ�cP E BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET — NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by PAUL R. BURNS PO BOX 1061 SOUTHOLD, NY 11971-0932, Located at 125 BRIGANTINE DR SOUTHOLD, NY 11971 Application Number: 3001040 Section: Block: Lot: LAWRENCE & LILLIAN SIMPSON 125 BRIGANTINE DR SOUTHOLD, NY 11971 Certificate Number: Building Permit: 3001040 BDC: ns11 Described as a occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Attached Garage, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 16th Day of November, 2006. Name QTY Rate Rating Circuit Tyne Service 1 Phase 3W Service Rating 200 Amperes Service Disconnect: 1 200 cb Meters: 1 seal 2 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 o� y� � W • x BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: 12_ - 6 _ CV,=, Building Permit No. 31614 Owner: LAJKE�tc-C' t tit ---km S"MP50� (please print) �% Plumber: r�dl t e, R I k4- ,� 1 h 4 V I cj?i U ✓1� (please print) lead. Fax(631)765-9502 Telephone (631) 765-1802 I certify that the solder used in the water supply system contains less than 2/10 of I% (P bers Si e) Sworn to before me this day of 20 Notary Public, County W"vWft IIMrMA 3161` :;-;r- TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING] FINAL ; [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: �t DATE l� 6 INSPECTOR L 31614-2 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631)298-7116 To: Town of Southold Building Dept. Date: August 3, 2006 1 3 Re: Insulation Inspection Simpson 125 Bringantine Rd. Southold, NY I 1971 Permit# 31614 To Whom It May Concern: After an Insulation inspc,:ion was performed on the above property, it is deemed that all Insulation was installed correctly, and meets all building codes. Any other questions please call. JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631)298-7116 Date: August 3, 2006 To: Town of Southold Building Dept. Re: Framing/ Plumbing/ Strapping Inspections Simpson 125 Bringantine Rd. Southold, NY 11971 Permit# 31614 To Whom It May Concern: After a Framing, Plumbing, and Strapping inspection was preformed on the above property, it is deemed that all work performed was completed to plans and meets all state and local codes. A pressure test was also performed on the entire plumbing system. Any other questions please call. ir, 3 After a Framing, Plumbing, and Strapping inspection was preformed on the above property, it is deemed that all work performed was completed to plans and meets all state and local codes. A pressure test was also performed on the entire plumbing system. Any other questions please call. JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631)298-7116 Date: July 6, 2006 To: Town of Southold Building Dept. Re: Framing/ Plumbing/ Strapping Inspections Simpson 125 Brigantine Rd. Southold, NY Permit# 31614 To Whom It May Concern: After a Framing, Plumbing, and Strapping inspection was preformed on the above property, it is deemed that all work performed was completed to plans and meets all state and local codes. A pressure test was also performed on the entire plumbing system. Any other questions please call. JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631)298-7116 Date: April 4, 2006 To: Town of Southold Building Dept. Re: First & Second Foundation Inspections Simpson 125 Brigantine Rd. Southold, NY Permit# 31614 To Whom It May Concern: First and Second Foundation inspections was preformed at the above-mentioned construction site, and the damp proofing was installed correctly and meets all state and local building codes. Any other questions please call. FIELD INSPECTION REPORT I DATE COMMENTS FOUNDATION (1ST) -------------------------------------- r � � FOUNDATION (2ND) - ROUGH FRAMING & PLUMBING z 0 ✓Iy n INSULATION PER N. Y. STATE ENERGY CODE V, - FINAL C ADDITIONAL COMMENTS V 3 E. GoAt / a o:0 -6-01 ne z m 2 rffAo cf\ Jo Q z J e TOWN OF SOUTHOLD BUILDING DEPARTMENT BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying'? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. 3 /4 Check Septic Form N.Y.S.D.E.C. Examined t/ I '20 a� Approved tI lo, Disapproved a/c �j a Expiration 5-1/17,2007- L - 1],2007- if Q 5 6LDG.DEK L� T�,N_N Qf_Slr_'NOLD Trustees Contact: Mail to: ui di Inspector APPLICATION FOR BUILDING PERMIT INSTRUCTIONS Date�/S , 20 -� a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. / (Signature of applicant or name, if a corporation) pl 17T4 1P T . S ;r N r� /✓2l N /7 _f L T. (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises /� e iZ ,r o < �r (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. IL)0 7— j �51 f - Plumbers License No. Electricians License No. Other Trade's License No. / 1. Location of land on which proposed work will be done: l '- /% l / Z � �2 / -'A /I' J /n, _P/[ ! r: y" House Number Street Hamlet County Tax Ma} No. 1000 Section % / Block el L�_ Lot Subdivision H e2 L ;.0 r 4 _� s ; 5 Filed Map No. 43 ,6Lot 3 1 (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition._,�*/, Alteration___><� Repair Removal Demolition Other Work 4. Estimated Cost % %O c -v -- Fee (Description) (To be paid on filing this application) 5. If dwelling, number of dwelling units w Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear 4r. a r Depth Height I? ` Number of Stories Z57 .,; t� Dimensions of same structure with alterations or additions: Front r Qf , �S �Rear I Depth U Poe ,c -Height !le Number of Stories 011 rnM-w 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front 150 —Rear / 7` 7 / Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 'C - ' / e7 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_X NO 13. Will lot be re -graded? YES_ NO-,KWill excess fill be removed from premises? YES NO 14. Names of Owner of premises Sr /So U 7-1 Address ivy ivy Phone No.; Name of Architect t7`' /I t tel, Address 5��. fcfo, o Phone No Name of Contractor -,A),,,7- - -S�F t < r g,,- Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO Y� * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BAREQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) �ig 2 if <: 'd . --;,- 7/i 4,„ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)Heisthe �/'��UI':-- '//-- (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of /1N ee ft —20c)6— W. 003W 6a�Y►�'AP'�i'�ng NOTARY PUBLIC, New York No. 4730095 Qualified Suffolk Co n Comm. Expires July 31,E Signature of Applicant APPEALS BOARD MEMBERS Ruth D. Oliva, Chairwoman Gerard P. Goehringer Vincent Orlando James Dinizio, Jr. Michael A. Simon FIN http://southoldtown.northfork.net BOARD OF APPEALS OFSOUTHOLD Southold Town Hall 53095 Main Road • P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex /First Floor, North Fork Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 765-1809 • Fax (631) 765-9064 RATIONS AND DETERMINATION ING OF JUNE 9, 2005 Z6 -Ref. 57t�3 VI1RENg611 , P,LIA SIMPSON Property pcatiggt 14 ?igartine Drive, Southold; CTM 71-2-18. 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 21,463 sq. ft. parcel has 150 feet along Brigantine Drive, and is improved with an existing one-story frame dwelling and accessory garage as shown on the 12/02/2004 survey prepared by Destin G. Graf. BASIS OF APPLICATION: Building Department's March 28, 2005 Notice of Disapproval, citing Section 100-244 in its denial of an application for a building permit to construct a proposed addition. The reason stated for disapproving the application is that the addition will be less than 40 feet from the code -required front yard line. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on June 2, 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 new 10' x 26' one0story addition at 34.2 feet from the front yard line, as shown on the site plan prepared 3/13/2005, amended 3/29/2005 by G. Strang. 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 applicant's survey confirms the existing one- story home is conforming with a setback 44 feet from the front yard line at its closest point. Without a variance, only a 4 ft. extension would be allowed. The purpose of the addition is to increase the floor area of the living room which is located at the front of the house, and to use the home for year- round family occupancy. Page 2 — June 9, 2005 ZB Ref. 5703 — Laurence & Lillian Simpson CTM ID: 71-2-18 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 living room is existing at the front of the house, and the amount of relief requested is to extend the living room six feet beyond the code required 40 feet, for a 34.2 ft. setback extending 26 ft. in length, for a total of 156 sq. ft. 3. The variance granted is minimal allowing a 5'10" reduction from the code required 40 feet from the front lot line. 4. The difficulty has been self-created in that the circumstances of the property related to the size of the property and location of the home was existing at the time of acquiring the property. 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 Orlando, seconded by Chairwoman Oliva, and duly carried, to GRANT the variance as applied for, shown on the site plan prepared 3/13/2005, amended 3/29/2005, and north and west elevation diagrams, prepared by G. Strang, SUBJECT TO THE FOLLOWING CONDITION: That the new addition shall be one-story construction (as requested in this application). 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, and Dinizio. (Member Simon was absent.) This Resolution.wes duly adopted (4-0). D. Oliva, Chairwoman 7/ Approved for Filing FORM NO. 3 NOTICE OF DISAPPROVAL DATE: March 28, 2005 TO: Garrett Strang A/C Simpson 1230 Traveler Street Southold, NY 11971 Please take notice that your application dated March 15, 2005 For permit to make additions and alterations to an existing single family dwelling at Location of property 125 Brigantine Drive, Southold, NY County Tax Map No. 1000 - Section 71 Block 2 Lot 18 Is returned herewith and disapproved on the following grounds: The proposed construction, on this non -conforming 21,463 square foot lot in the Residential R-40 District, with two front yards, are not permitted pursuant to Article XXVI Section 100-244, which states that non -conforming lots, measuring between 20,000 square feet and 39,999 square feet in total size, require a minimum front yard setback of 40 feet. Following the proposed construction, the dwelling will have a front yard setback of 34.2 feet (Brigantine Drive). Damon Rallis, Permit Examiner CC: file, Z.B.A. Note to Applicant: Any change or deviation to the above referenced application may require additional review from the Southold Town Building Department. ite- Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.6 Release 1 Data filename: Untitled.rck PROJECT TITLE: Simpson Residence COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached I or 2 Family HEATING TYPE: Non -Electric WINDOW / WALL RATIO: 0.16 DATE: 11/15/05 DATE OF PLANS: October 31, 2005 PROJECT DESCRIPTION: Alterations and Additions DESIGNER/CONTRACTOR: Garrett A. Strang, Architect COMPLIANCE: Passes Maximum UA = 427 Your Home UA = 399 6.6% Better Than Code (UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R -Valve R-Valu1 U FacloI U& Ceiling 1: Flat Ceiling or Scissor Truss 946 38.0 0.0 28 Ceiling 2: Cathedral Ceiling (no attic) 1344 30.0 0.0 45 Skylight 1: Wood Frame:Double Pane with Low -E 6 0.470 3 Wall 2: Wood Frame, 16" o.c. 1973 21.0 0.0 92 Window 1: Wood Frame:Double Pane with Low -E 237 0.390 92 Door 1: Solid 42 0.330 14 Door 2: Glass 80 0.350 28 Floor 1: All -Wood Joist/Truss:Over Unconditioned Space 2214 21.0 0.0 97 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belief, and professional judgment, such plans or specifications are in compliance with this Code. I Date 41 A / CrL �CE� �L <'� 4 Act E / -�%v oS' , N 15;` -r : a I" S T AI_l..aTIJ' To c E. P iG�P05E-n �-�-XA�TfN4 uTfl.rl TlFt� fC-a�NIT�r�--C /'3 v Ex ¢T 9 X1.1' X51£ n T -RL+ J° r 4~ NOTE: THIS SITE PLAN WAS PREPARED WITH INFORMATION TAKEN FROM A SURVEY MADE BY DESTIN G. GRAF, LICENSED LAND SURVEYOR, ROCKY POINT, NEW YORK, DATED: DECEMBER 2, 2004 GARRETT AI.I STRANG architect 1230 Traveler Street Sod thold N.Y. 11971, i /6311-'X65 - 54551 If TITLE - -- OPAWI/!T PPOJEQT WE 0!Y lL E, l //-- A-, f SITE AREA TAX MAP 0 FILED MAP DATA ZONING FLOOD ZONE WATER SUPPLY USE EXISTING PROPOSED BUILDING AREA EXISTING PROPOSED LOT COVERAGE EXISTING PROPOSED OWNER Is fd i SITE DATA .492 ACRES - 41,403 SQ. FT. 1000-71 -04-19 MAP OF HARBOR LIGHTS -ESTATES SECTION 1 FILED JUNE 0, 16NA8 0 4102 BAYWEW, TOWN OF SO,UTHOLP SUFFOLK COUNTY, NEW YORK R - 401RESiDENTIAL IIx„ SUFFOLK COUNTY WATER AUTHOR" SINGLE FAMILY.gW1AV�,,EELUNG SOLE FAMILY DWELLING 2,301 8Q. FT. 4,043 SQ. FT. 1111% 18.6% LAURENCE SIMPSON 306 F. Ze STREET APT. 160 NEW YORK, NY 10010 -fro ->ra> .: - it �• 1►•t "1"'i-7i,A .1'L. :� 1— C MOTE: ENi PERIMETER OF FOUNDATION TO HAVE CONTINUOUS MEMBRANE WATERPROOFING SYSTEM INSTALLED AS MANUFACTURED BY "GRACE", "CARLISLE" OR APPROVED EQUAL. 4o' -p" N�,TE:,� - GO H T IZ h._ G -T e rte T✓ \/ � � I c'"f LO L? T 1 v N ®�- �X 1 !f,• T 11--I s1 Sn�N lT.ti 1=Y ' i�L121..._, �. �X G.n--v,"..T' I.�11 ,ir GON ��-T{�.uc•T-I lJIJ \\ ha NLS TJ 6-�/.:✓ I V •G'/aJ/� /a_C. � TMJ /n.C. Ir_ y •r •, `Q 'fi.��l:.-J V•✓' Ti f �-Ir 'P21/A.42Y .-,: :.�'•v t-%: - -- X:. .. _ �. 4 I r.:- .T. _•. h..... 1vIT s._ s ---- I $'- a j I . r --`S-- - - P. w•-`~.8 Gp-L9ra P S I p Z L "x ." 1'�l�. 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DnrE: APPR AS "OTT TQE-,�;-.:a. - 1• - G z_4• G. o.. a,./' Ew GOL. -. / OVED 4M,F LC'no- 4_ I/ a F'vOTIti..L4 / - n.� IAI4 ,}HGNQL 'f>hLT6 'G II - B.P. l'`vao v sew e'er` \~�`-- SG I-1 t<-12 u `'e- FEE: 06, BY: " NOTIFY BUILDING DEPARTMENT 0 , x.tia al -C 4 - O. c- X4►t.IC l.<-Tr_'.�!"' 1pA//{6 • ._F - - .•' fliEv Y. rwG•.r v e,ere 765-1802 8 A TO 4 P FOR FOLLOWING INSPECTIONS: ?-'*-- .V� f� 1 FOUNDATION TWO R �Z ' EOUIRED E- ,T 0 1 N �•.v 'FA u /--t vwoo..',rla 1-.L \v�.Ll_. -- - _______ - 1-' .,i•.` 7'- 4 z' -s' a F'✓�T 1"-14 /+LN c.I-tort �-v GAL s=- : 3/4"= 1'- O" FOR POURED CONCRETE NAIL P 3'+' z' -s" f4-1 �a A06ERCERTIFICA'TTON rl /n, F. al Ti.� �, - TO 1=x I TIt`.It..-'fYP. 2 I1 Lori 2. ROUGH -FRAMING &PLUMBING . OIV EADCONTENTBEFORE QN as" x 16 'f�G..^vTlti-i4 3. INSULATION `^` I�/I� `�' '; �•"'rrr CEI; TEOFOCCUPANCY 4. FINAL- CONSTRUCTION MUST - _ BE COMPLETE FOR C.O. SOLDER USED IN WATER ALL CONSTRUCTION SHALL MEET THEPLY SYSTEM CANNOT F N REQUIREMENTS OF THE CODES NEW � 5 T A I L n 0 ED 2/10 OF 1 /" LEAd. , �IA 'vi•' �•�,�;p ,��„ F,; YORK $TATE. NOT RESPONSIBLE FOR `-tG^�-�' I' -n•' A_I FOUNDATION NOTES I sru v. , G - DESIGN' OR CONSTRUCTION ERF�OR$.�'t' CONSTRUCTION _ ME'ETTHEREQUIREMENTSOFTHE Ir-��i �J L,4TIJ�{ 'JI PIRG h"� I,1JTC.p .JI..I 1 h 1. All footings shall beer upon undisturbed toll having an assumed bearing capacity of 4,000 ps.f. CODES OF NEW YORK STATE. ;): I G �'/��✓ d^TAY .v✓✓p �3 LYE.ATF11U4 A ,Q a 9 � ++ p � 4 .C, a _0, d � Bearing capacity of soil Is to be veered by the contractor prier to placement of footings. F I �. FL z- -y -- -OCCUPANCY A•3 i •faLA_R '-,. Iv 1 ;,�lo ' I V' � °i �o' Gox rLY\v{� huF'vL9Jz- 1 : PLUMBING Iy /. $ -m, 2. The and all Contractor re to verify all geld conditions prior to beginning of construction and la to report a Lug o I�,�1 L_ -c -v ro ANCY �iR 1 l`1l q 4 z of o.a. ry i'�-vv q o I s rs vT.-..1... 1 31 wucc�:z� cpc�ry�rz TER LE WASTE ---- __4 - any and all discrepancies to the Architect Immediately. e s T3 ��'T"- E ALL PLUMBING 4 u- 0, - I-__r✓rr_ar ¢c-G.Ic-�� '�S.UNLAWFI &WATERLINES NEED rl`T u --- `sN6 h` Ar ri'L.r�.vn-,r,o,�t ,,.> JL TESTING BEFORE COVERING � ' 3. All construction moat comply with all national, stall and local codes, latest editions. I N_3 a,-,1 a� NS s wf'�LI f ff DUTCERTIFICA,T- .�I ;a -. �I-4{„c q •f' a �I A ..crm:czcvc--•s-�.-..e-• ty d' y 4. All concrete construction must conform to the American Concrete Institute's "BUILDING CODE QF �UC-^��-'�_. - - REQUIREMENTS FOR REINFORCED CONCRETE" ACI - 316, latest edition. - b l v. -N .1\tiGr+r- WW 6 T4_L IN, TFC_ `�l '-�'N -.L. _._� _ "i�: Y:. r. '.'.�R'.•m '1'r '•:54, r('til "'}.. fl+�:L .. 'I� Y!:>{,;:. ,' '�i-I-IIE-I-oQ. V/ /z".0 4A Lv. J/ '1': asT YaT ryG .T_Y,rrlG �.__ AF1G 1-1 J t: P301 -T4 u41 A -G! GTT - � � T - F I --f er\v P-✓ U l,,,, v,�-r l a ,u } �- I . ap - �iC i- 'r - S. All masonry " latest shall editi conform with "NATIONAL CONCRETE MASONRY ASSOCIATION 1 - _• 0 G¢Te 6.,P.TC,O 41� Glc -viz I I _ .. STANDARDS" latest edkion. w ✓-g ----- _- - - A- - _o it, - SHALL -1 -1 6. The ultimate compressive on strength of concrete at 28 days will be: REMENTS O F THE vF ng �tCODES OF NEW RK ST /A.O• Floors i Slabs 2,600P•E•I• x.. �N.I L rte« 1�1 v Y�-.v - - - - - ' 4 -_ _ -. _ -_ __. -__ _ .. _ 4 S - E_-0[Ye;,, N sl ,� na 3'-0 •' 7. All concrete slabs will have expansion and control joints as required, rltic�. Pc•' STORM WAT R Y•lP L .} L✓/-./�rION�j T: ci C'J.J,_-IpyTIdN PURSUANT ��1 _ zG o _ _ _ _ _ S. All foundation walla must have W' diameter b f0"Ion minimum S ANTOTO SECTION -- -"-- - -------- - - .- Y long ) galvanized anchor bolts for RET i - - _ -- - - - - -- - P.C. foundations orf 6" long (minimum) spaced n anchor bolls for C.M.U. foundations with 3"x '^ `-'^ d �-A ^-' ^ „ _` r OF THE TOWN CODE,- `.�l-�.�r G✓✓'Fltilcn '� - ^ rO4tY,l1Cy 61i¢ Gi-uTl� N ; G --x 1 5T 1 N 4 \v..�T�� 3" z'/1' washers and properly sized nuts spaced no prefer than 8'- 0" on center with t minimum �' penetration of 7" into concrete or 15" into C.M.U. Anchor Notts to be placed 4" in from face of foundation wall, 12" max. from comers and 5"min.-12" max. from ends or splices of plates. •tc \\\ " ®r NOTE: ALL POSTS SHOWN ON THE DRAWINGS MUST BE SUPPORTIED WITH SOLID BEARING 9. All foundation walls will have an exterior waterproofing system Installed as manufactured by Grace - f 1 IMM or approved equal. �T/\ I t 4, _ 9 ifl,,,l �JiJ BELOW WHICH IS CONTIGUOUS DOWN A FOUNDATION WALL, PIEER OR STEEL COLUMN IN /"� L� A_I _ L - I 3�l�TA I li OOM TH C--; ER `fig" BASEMENT ANDlOR CRAWL SPACE AREAE. 10. All post footings must have proper post anchon "Z -MAX" coated and imbedded 10" (minimum) S� �' l� G - I/z " ` t'-'�" I � G,���- : /z' - I •- TIHAUE A PREVENTION into concrete footing u•---=�I1' it p I SC1UF }� �7 1 f A , �-�� �7 /\ �S�-- PLY INITFFA 11 1 Q��,�VWWRITERSGERTIFICATE TOWNCQDE. r C./ lJ 1�--1 �i'� I I C / j �„„/ /r-,'` � (�' If ? LEGEND Q��\stE ED Ascq/rEc/ NEW YORK STATE T' C pji 815tS T A; L. r � 1-7 L -I.'( 1 '0" Ane:4 �' 0 EXISTING WORK spa Arc G.ARRETT AE ! ND ONDITION rr, - _ __ ST1*A o t' tit >� 51s r -� TO BE REMOVED - - SOUL R T6IRAEMI" t -e !r is, ra- I �r � � ( f t y � r --- NOTE: q � I ✓ 0 architect Ll, ta�+t h1 �c4r� Contractor to) provide and ineWl A" diameter by 10" long (minimunil'9alvanized�nehor bogs for EXISTING WORK � - SOMOL N TO REMAIN - �"� f' 1230 Traveler Street Southold N:v 11 71- `E a -M17 "EV.SER ORLWING Of P.C. foundation ortly s long nuts spaced nogalvanized greaso thenar bolo for C.M. U, foundations with et X io z''f -•� SOURI01. G T J f -1-1/3F -1s5uE �¢.'�IP,/rls,Te,.w1Y . washers and propedly sized nuts spaud no greater than B'- 0" on comer with a minimum penetration of 7" 015244 � f .r. '4t - .2i:; into concrete or 16" Ilmo C.Il1,U. Anchor bob to be placed 4" n from face of foundation wall, 12" max. NEW WORK TO TATE OF NO ypT 6 31j - 765 - 5455 '" N.Y.$. DE ..- from comerstend 11"min,_ 12" MIX. from ends or splices of ptetes. BE'INBTALLED GnxwCT149 PROJECT 149 `Fc_ 5" t -I bc- I (PD 9. 1. NOTE: EVERY ROOF FRAMING MEMBER MUST HAVE A HIGH W/NQ RESISTANT MECHANICAL CONNECTKM MACE TO THE SUPPORTING TdP PLATE OR GIRDER AS PER 60bE. CONN,ECTORS'.MUST BE GALVANIZED OR STAINLESS STEEL AS MANUFACTURED BY -SIMPSON STRONG TIE" SIZED AND INSTALLED, IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. - - I' 'I' NOTE: INTERIOR WALLS OF ALL BATH AND POWDER ROOMS SHALL RECEIVE 3-1/2" UNFACED SOUND DEADENING INSULATION. 40 0" _ p" -n' cV /ice 4'- b• 3:3. �" 6: Q.. Lki tf z.g R. o. -U .N f �Agrvley.-t-�rur.� wv. tFxc torsi--rr prcM�-- �� - s 2 f #G•ev x L .Y f k. 14v I � 1 1 - % r Ur`{`R k � I �II i LO. 4R'�l.`G... ZnG G. -i `�}✓A•rG vw,4-r To G\OG �� I irlIt VIA L, i v I +gin 2rG G. T•�` I -- - V L" , GC- -ARLLGL4— La�G GY V(I h 4 T.g {� , a p0 tfo eo A _ ure ,N aR�_�� e Zu 6G J. N In _ tp G 4.0lr�.Tl 01--IZ zl�-4 Imp 8� Avvi 10 G4�-O G..x15TI1-14 NOTE? ' CONTRACTOR MUST CONFIRM WITH OWNER THE EXACT MANUFACTURER AND SITE OF ALL WINDOWS AND BOORS, PRIOR TO FRAMING ANY ROUGH OPENINGS. r GFX '7�-Y \vp hN�1T1-\11-+4 , Ta-i�r�- 4 SfnGILL� Z •-�•' �TaTI¢. �-Irs--1�� C_H�A•.-.3'7 E�2 AS 7-�141-1 - G�1 STI�4 '-!c•� S-9 Yi' 1- - ve_•vr7c9�L- LJ IJ I -T :0 3 I _ ��.�,���,�'!, •� N q .O �I Wel , ,N a. 1/a" G vx -P`-f \V oJv -al-IE-/iTH IN4 x 1 L+ 1#.'IC 1 L" %e.. TF -�.• h Q 2 K ii=�2, •� 1 2. E- s PAe-I ,-.� --1---• YrtL itikC. 1Lyu .�._ -� PEiP' PI.r/��1.-{' O2�riG�.1, t y N N �.• � N � Ii J ? 1ST S.1 Z �. / � _ _ g I-1 1 � l-. d v •�.1�...�.sr'1 � i..:ls ©k-1 T"i-./11--:L--E:�_ I�bYIHYYP X7CIA 4::;�.i?.ti-/� in�5TIH4 L -E E N 'EXISTING WORK — f ------ ' TO BE REMOVED .,' �' L+'� �'"'"" - ( ✓ /" ` EXISTINGWORK TO REMAIN (VOTE: AUL POSTS: SHOWN ON THE DRAWINGS MUST BE SUPPORTED WITH SOLID 80ING,, NEW WORKTO lJELQW 'WJHkCH.iS CONTkOUOUS'DOWN TO FOUNDATION WALL, PIER OR STEEL COLUMN'IN EI WORKEO (IA'$EMENIT AND/OR CRAWL SPACE AREAS. � - - O O H 0 Q G �. G._ raD14 Tb as I -i J TE» ON '/'trs�tis ,sl :lE-GIYI O 1`=% ✓� e- D�r7 i�- tJ H �T • �����: moi,"— 1'-�'� ,q•z . �.G�'n PSK\v»o SHE-hTHit-�4 eOJ lz 1VR-FT G..- tU,F S 1 LG ' I I � 1 I Sd FAIT /ntiT�r�-V_.� I �,So1-�IT ffi 51ZE.- OHrI_1FJ�\VIYI+ T, c- 7 6 E.G,YI OI -u O� mod Z- 1 Glow^ -r a.J�.!�I.-r4. { AI��I_..�,--I fi •.V/Z'� ¢ ! UNIT-3JLJG�IN4 HlJN4 I TA.I L 3 0 !�✓�HYI�GTJ1�. T� 'I��fJVIPE A-4 �' IN}T/s-L..l� NE_»t. "L.. E,!>-F'C.r lJf_-Q.v •. Tall"Ld T✓' hl�1V 'L?1L 1lVE..I..A�j E%I��YII--J4 GHI/A I�<"[ A. /At M O'F' I O' Yap- vC� . T✓'f.`�E. 1GF.�'Pvty-1'TE:,z� a.� 17- . ctx 4 I tt-VE.Ta tIV In _— GIH. -- -- -- --- ------ -K .4LT. AZErZ =�I.a nn p azW-v GAftN E"1�8vL�R>N N E -W STOW Er NOTE: EVERY,RGOFE:RAMINB 149MOER MUST HAVE A MIGN NOD RESISTANT MECHANICAL COMECTIOt� i"HE SUPPORTING TOP PLATE OR GIRDER AS PER CODE. COMECTORS-M"T'qE GALVANIZED OR STAINLESS STEEL AS MANUFACTURED BY OSIMPSON STRONG TIE" SIZED AND INSTALLED IN ACCORDANCE WITH MANUFACTUI .SPECIFICATIONS. IL Pr ;5141 Fb+Sv IA: --o- hPi&�FIT /4 CPITI DIS Ver-ITer, L�y� _'rc-Y�va. �oFr ..ply/] Ella +?t3 u�l�cir - 6TCIPS.a7:�.-•!s. ivlrF--zi� I H moi- 1.1 Lam. 11-1 !l.i3TG. Tr�iz- Ld�OF1i-L4 J1�1 H4'+<-�Y - hIE�V GL44 E. yyy'�� LILY L IG. N'C' .- I!'t"<bir YLYwP F P'I-P.}H1KG Na Nv ;Zn 4- Iz , •31i�' ''� l . INLT..�':;A7i.E. A. G. 7i`.�F45C... s'izucrp T_YG PIF -1, 1111 3✓4"Td.. <pK I�f�Y\v� SUPS FL. IJ / WV/ G +• I: 17/14 \V- 1A ( _ ig AIL YATFQ- CMS, GYI� 'l+G::Fl3�[� vEztFY Ye'L! F^C � Z. zW� G Ifl '€�novap \Y11J�OW r "u G-T'u rte' --E- NOTE: ALL JOINTS BETWEEN SIDING AND CORNERSOARDS OR WINDOW CASINGS ARE TO BE BACKCAULKED DURING INSTALLATION OF SIDING AND FACECAULKED PRIOR TO PAINTING OR STAINING. 1 YOr GF Z AWG 1 Fl N. GI -a. PW G W. A As hH-I H G 17z" c Px'f�l."Y WdJl7 <iHL-.`�-THIty Ge d' KFOF N EDW 5/4uY I hZ E� iL G9T- T ✓s-py YY TIGc..� , Fl1.J . �/�F YI/<�11 G.-'G.L IN �,. LILT L•./L. 'lZsc'�1�11-.14 �iH bW I1..tG 1_I�.rp.Y�c-. /•V K.1Z 1.-L E -\V i7 Q- E..x.16TtI--iG Ng..�Y 'iGAL4Fr'..c i'-•d„�i 4.1/> �"�1I?i. i• ��FrT li GIZ\GK 2T S� 1Q FL-"sem}HfF-fZr ... /,n is..'7-GI-1 �X 1ST11-14r h>�P1Y 1 u ti �<�rt Zvi \y t�-- � T NOTE: " PROVIDE AND INSTALL "ICE & WATER SHIELD" AS MANUFACTURED BY GRAC OR $SAF "STORM GUARD" AT ALL RAKE EDGES, EAVES, VALLEYS, HIPS, AND CHANGES IN ROOF PITCH. 20O>T 11.,_IG <9I -i �tiIINGI.-"mac-.MLT4. '1/Z" G-t�x �I-.-a'�v.oB r� 6N�ATHIH tt W/AI{� 77 /a.F r'Lf; o VAULT E.t�%> zx,t o. J,� 16 "Y� 7r7�-._,4� 1-1CT.Ab t:,� 1GE- Si 1,W bH16t-F V E_I-ITT Gi'.WAQ -i-IbIN4 O" 15s 'F�\..'Y, 1lSt"GPX, T�l.Y WPd t�'�L i.a4 SYu7x3 9= 1G'" FIF-t. 44-Af - Is JM 2tD�+E. T.� /YLlG 1-1 T1-1, Pf�-xl>T Ir.IG w a. !- FI N. F1.-00 lL O µ - r v4r WTI IO Lw 10 1b/TO \V \V F';`VF:TdR �`+.iiI�R1E.2� a��-ter✓: 1/4" = r' -o•, Cir-lG-- f 4• i[ILFI _�- h1I_tNPCKh\� ff I F -t rs..\V Irl" Qp IJ U �G I�+TIti14 Ft GAY. Y�HT .t'AL1 Gs o --L �Y IIT, H . �f/.ISTIr-I G.o z.-T.xld hEAwIv 2- WYIGI..�AZ- GEVA.�- Fi.LlA1ly� � /•.awT. • _••.. 4Fs.�17-'P4A.VP �•VF/'r{Y 6"N 5/1.4 /.rl n�HOG A.NY �ELKL1..1 c'! Zx!O P-4 Li_G le P�li� - �#�i cT� G•. -F C> Tr*3. \V.9.:l..S.F OF+C �K& 1:6'." _ - !V, Y G-_- Fdr7 T t 1.,,I G 3_'= 0 Ila�iyC:'�LSsL,DW 1J D'C�.-17 AN 'I 4h.1 -i :i- • . NOTE: INSTALLATION OF "AZEK" TRIM BOARD MATERIAL MUST BE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. All JOINTS MUST BE PROPERLY FASTENED WITH GLUE AS PER THE MANUFACTURERS SPECIFICATIONS. ANY MATERIAL FOUND TO BE IMPROPERLY INSTALLED, WILL BE REPLACED AT THE CONTRACTORS OWNEXPENSE. �MI�T'1 FIS +ST2. U,GT li-4iF"" E -X ISTIs..LG Slf�l,-.A4 Tv Z�/h 11H F.J J<1ST1�-JG SG FFIT acv N Yrrr.-A =• yvt= �F eIR4E` NSW Zs?.IL._Er., - SaFFIT nom -Tarte--„ - Ji1ATk!L-f F�NI'STIL-Lr_e G� GLe.AfL GE]7w 2. U� „W WEW Y%4K{ A ,,.'j N E\V 'JZ.✓'tJ �1 N Cr J F -i 5 N 1 F-? G. 1. E-. v./e.� I ---'— --------�—r �Gdu l^a w NOTE: EVERY R OF FRAMING MEMBER MUST HAVE A HIGH MND RESISTANT MECHANICAL CONNECTION MADE TO THEhUPP ''TING TOP PLATE OR GIRDER AS PER CODE, CONNECTORS MOOT BE QALVANWo OR STAINLESS STEEL AS MANUFACTURED BY "PIMPSON STRONG TIE" SIZEb AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. Z,K 10 DGT3 - ZK Iz- Z1GG.E- 1 _ IFF-�l111_l9..1' IaG,� YE.h.IY �Od III ZIp�� V¢-1-aT 4AF T1n�i�t=�C-INv ul.T4z-A- �fad - IN #S.t�FI=-LE- Z''� IZ- li R-36 K.F. p�ATT I I-ISUL„ 15-,--FF1_ME�-- GIA841r Z"L 6,-J Cr -G. J.. 14. - �PL-`rbMODP ziO'F'FIT I/Z'/h.e. GYf..- 3Tt1vy At, TG TE-GZ Lh..GE FIIJ. �I F-LD�Z OP -4 AN ;'4'/Ad G YF -IA t1NGN w/dam \�rOD f7 +sUF-aF�L2w_ID �/4"Tdr�4Px `•O/e- 4LYlvg SJB ISI.: 4-AZ�LLGeL¢PF^-tL— ToGOL=IJ TYniGa 1. WPt..I� \Y/4"• iI E. I.F '!•, HI GF-A�\1 l� s_PF+=G.r Ems. G•t-4115 Yom'- FE.✓T !G -h.. 610E- J^ H b'c 2Z'`\y iG Pt--+. - ir=X19TI1-JC. ^•,rG. SI.-Js-C'✓W \k a/Ak � 5OUTN I..E�VA-r 10N FIG.- ON 5H11-14 L.L,K I+Tc. V 5?4 woao 9 -4-HLA-THINS. �>tr KL P -/m aIL"vu- - -g YYa, G-/�L-I-- : I /4" = 1'—e7" NOTE: ALL JOINTS BETWEEN SIDING AND CORNERBOARDS OR WINDOW CASINGS ARE TO, BE BACKCAULK'ED DURING INSTALLATION OF SIDING AND FACECAULKED PRIOR TO PAINTING OR STAINING. 120'2-- S c; — GTI'i AXI 1 1-14 ��ZxeY-3-'Y'UAS �- L6_".Zit I F1 s vC,, i g .p Z 1� \_�\vi1-�-YEQF��.7ll FIr1.G -e NOTE: NOTE: INSTALLATION OF "AZEK" TRIM BOARD MATERIAL MUST BE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS, AN JOINTS MUST BE PROPERLY FASTENED WITH GLUE AS PER THE MANUFACTURERS SPECIFICATIONS. ANY MATERIAL FOUND TO BE IMPROPERLY INSTALLED, WILL BE REPLACED AT THE CONTRACTORS OWN EXPENSE. dflOITLON d.vsrn �G�t—E5 1!4 I, NOTE: - PROVIDE AND INSTALL "ICE 6 WATER SHIELD" AS MANUFACTURED BY GRACE OR ME - "STORM GUARD" AT ALL RAKE EDGES, EAVES, VALLEYS, HIPS, AND CHANGES IN ROOF PITCH. Qv �1 Z' -E. YO /tiyTGµ 17®ti.Y 5' P.eCvfL, lil+:.i- 1_�-.iCi - /�'Z CROSS SECTION LATERAL FRAMING CONNECTIONS NOTiO CALE END VIEW NAILINSCHEDULE SCHEDULE - - JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING ROOF FR:LMING PRODUCT RAFTERTO TOP PLA tw nall I Anchor O 16" SPACING V WALL IGHT 3-94 PER RAFTER CEILINp J018T TO TOP PLATE toe nelled Tension Weathering Frost Line Termite Depth Severe 3,-V " Moderate 1f" SP CI 0, a' WALL HE H 3.6d PER JOIST CEI NG JOIST TO PARALLEL RAFMK se noised 7• ed EACH LAP @ILING J013T LAVO OVER PARTITIONS (face naked 7. told EACH LAP COL TO aCa nailed)6-10d O PER TIE EACH END 16" o/c BLOCKQ R e nailed 2.8d EACH END FUM BOARD TO RAFYkK 16fla "afield 2-1 Bd EACH END WALL FRAMING SIMPSON STRONG -TIE TOP T TO O PLATE face nailyd 18 GA METAL HURRICANE TIE 2-16tl PER FOOT Op rhn ATNTE L96TI NS free lled 4.16d JOIN -EACH SIDE S T UD lata nNbd 2.16 24" o.c. @R TO H ER abe Mil 1- ted 16" o.c. ALONG EDGES TOP LA :T STUD and nailed 2-16d PER 2X4 STUD 14 GA METAL TWIST STRAPS 3-16d PER 2X6 STUD BOTTOM PLATE TO FLOOR JOISTS, BAN J 1ST ENO JOIST OR BLOCKING filuis nulled f -A 6d PER FOOT FLOOR FRAMING BEARING PLATE, ROD 6 IS 4 LP PLA• . RGI DE toe "nailed 4- edPER J018T TO JOIB toe no a 2- ad CH E K TO -I 2- old EACH END T@' for nae 3.16dEACH BLOCK L.� b a 3- id 9 -ed EACH JOIST PER J01 J T a 3.1 PEROIST B JJO TO IL: P 2-16d PER JOIST FAQMWF SHEATHING BOLTS, NUTS S WASHERS - T L PANELS SIMPS(ON ST ONO -TIE BS 44A 4' RI T R r G ON - FTE S 16"ols INTWRKMMN-RA 1i"o/c 6d 6tl 6" EOG 6" INFIELD 8" EDOEl12" IN lbLD CEILING SHEATING BASE STAINLESS STEEL GYPSUM ARD1-1/2" CREWS 711 EDGE/10' IN FIELD ALL Id614TH1 S L and one N's.upll" nul with witness holes W threaded rod by Oilers r E ZONE - STUDS 16"o/c ed 61, a EDGEH2" IN FIELD 1 R Z NE - 16"true old 6' 12" IN' IELD FLOOR SHE T NO STRUCTURAL PANELS 1 ,OR LES6 I go IELD ENERGY CONSERVATION NOTES: CROSS SECTION 1. This residence addition d alteration has been designed for and meats all the requirements of Chapter 11 of the Now York State Residential Code and Chapter 6 of the New York State Energy Conservation Construction Code. % of Glass is Area of tolass In SQ. ft. = 244 = 12.4% glass Area of oldowall In sq. ft. 1,973 2. All doore with glaring and windavAs, to have insulated glass, thermal break, weaMer-stripping and be noshed me required with a maximum "U" value of .40 (minimum "R" value of 2.6) and a maximum In ihratidn rota of .30 cfm per square foot. UPLIFT CONNECTIONS NOT TO SCALE END VIEW HIGH WIND ZONE CONNECTOR SCHEDULE - - MANUFACTURER/ MODEL o MATERIAL/FINISH Construction Type PRODUCT Model Adrenaline I Anchor O SIMPSON STRONG -TIE LSTA21 20 GA METAL STRAP TIE RIDGE rFTER Tension Weathering Frost Line Termite Depth Severe 3,-V " Moderate Z -MAX COATED O TOP SIMPSON STRONG TIE K2 18 GA METAL HURRICANE TIE STUD Ohsmce 1100) (133) Z -MAX COATED O SIMPSON STRONG - TIE H 10 OR ib GA METAL HURRICANE TIE E ew• H 10.2 Z -MAX COATED TOP PLATE SIMPSON STRONG -TIE HS 18 GA METAL HURRICANE TIE TO STUD 4. HVAC equipment must conform to Section N1103 of the Now York State Residential Code and/or section Z -MAX COATED STUD TO BOX SIMPSON STRONG -TIE LSTA21 20 GA METAL STRAP, TIE BEAM AND PLATE 603 of the New York State Energy Conservation Construction Code. sTNa,rz_. MT 7_h_ Z -MAX COATED RAFTER TO TOP SIMPS(ON STRONG -TIE HTS 16 14 GA METAL TWIST STRAPS OF GIRDER Z -MAX COATED ROOF GIRDER artificial 60cfm BEARING PLATE, ROD 6 THRU COLUMN TO SIMPS(ON STRONG -TIE STRR 112 COUPLER NUT, ALL Z -MAX FOUNDATIONCOATED Master' DECK JOISTS TO SIMPS(ON STRONG -TIE MTS 12 16 GA METAL TWIST STRAPS DECK GIRDER Bedroom Iredinp .,in no Iwnher amooe allowed ledbe. wine One, loads 11.1111, Z -MAX COATED DECK GIRDER TO 32"x 80" 2 - 618" DIA. GALV. MACHINE POST 6.0 sq. ft. 517 sq. �. BOLTS, NUTS S WASHERS - DECK POST TO SIMPS(ON ST ONO -TIE BS 44A 12 GA. BASE, 14 GA. STRAP, POST CONIC. FOOTING 5 Tension leads for steel are based on grade A30715AEU16 Ilubhu d ma BASE STAINLESS STEEL e: / sTu'h Bearing / Pbb I;I .. Ooubl42x S" rod I minimum required " for head., for STD'h or beam -Threaded nod -CNW Couper No, Minimum s� edge distance and 3. All opaque exterior doors to be insulated, thermal break, wealhsrstripped and flashed as required with a - - " - - _ _, Mlnbnum _ Buildin Hei ht ' Allowable) Allowable Construction Type maximum "U" value of .36 (minimum "R" value of 2.e) and a maximum Infiltration rate of .60 cfm per Model Adrenaline I Anchor Dnll ell Mihlmum i Anchor Mln. Earl Mln. EOpe Tension Tension Weathering Frost Line Termite Depth Severe 3,-V " Moderate squab foot No TYYpe Demdhr Diameter fmbedmebl length Middle Ohsmce 1100) (133) 6.8 sq. ft. Bedroom 10.3% tin'_ ew• ' aooD Den/ 167 sieT CA" �" " 4. HVAC equipment must conform to Section N1103 of the Now York State Residential Code and/or section "s1Fr f �h - - aE' - - s. -- ev: `-sw' - . T. -fir_• r dooa 60 603 of the New York State Energy Conservation Construction Code. sTNa,rz_. MT 7_h_ vd_.•- Ar." ]: _-• STY- -.-F I 6S' - , 4000 - _ 10.6% min. 1W 21 artificial 60cfm Room S. The domestic water heater must conform to Section N1104 of the New York State Residential Code and/or ' Deng' aid lb raised on mewieer m the allowable barsi.n load based on bond vengni Master' section 604 of the New York Stade Energy Conservation Construction Code. nm, or a unnn3load o -.m me toe vale Allowable band nthengm loads have ban mnmeatl 33 I I38 for ewlw.aahe Plane Anel ttube b n m the lob or d, have lend 31'.7 sq. ft. 1 T7 sq. fteol. Bedroom Iredinp .,in no Iwnher amooe allowed ledbe. wine One, loads 11.1111, 16.3% 12.1% 32"x 80" 3 Por u,u pap, [atadli.e. merm, shown hngln and nnbedmen 4' 65 6.0 sq. ft. 517 sq. �. a Coupler nut to be. A307 or Getter Bath 7.1% 1 6.7% 5 Tension leads for steel are based on grade A30715AEU16 Ilubhu d ma 6 inSTPNv. aysptin conslsb of baa Gmnnp,ale, ane i4 M 12all fano, m. and one N's.upll" nul with witness holes W threaded rod by Oilers GENERAL PROJECT DATA Nature of the Wo Buildin Use Occupancy Classification Buildin Hei ht Firc Area Construction Type Desi n Criteria Alteration 6 Addition Single Family Residence R-3 18 feet 2,900 sq. ft. V- h AF6PA' WCFM 1995 _ Speed Exposure mph 720 C Weathering Frost Line Termite Depth Severe 3,-V " Moderate Ogecay SII htllModerate 85.9 sq. ft. 8.6% 30.50 sq. ft. 32"x 80" Hi h W/inti Edition ��- BUILDING PLANNING DESIGN CRITERIA Design Loads Dead Design Leads Live Ground Snow Load 45 s} Wind Seismic Design Category S Subject to Damage From Winter Design Temp. 11 Degraders Ice Shield Underiayment Required Flood Hazards Roof Attie Floor f sf 2 t 10 10 1,/a Floor 1 at 15 Root Attic t sf 45 10 Fioer 2 post Na Floor 1 elf 4p _ Speed Exposure mph 720 C Weathering Frost Line Termite Depth Severe 3,-V " Moderate Ogecay SII htllModerate LIGHT, VENTILATION AND EGRESS SCHEDULE Location AreaNatural Natural Egress sq. ft. Light, Ventilation Window Door ,iving, Family, Kitchen Area 1,000 201 sq. ft. 20% 85.9 sq. ft. 8.6% 30.50 sq. ft. 32"x 80" Existing 140 14.4 sq. it. '1315 sq. ft. 6.8 sq. ft. Bedroom 10.3% 9.6% 22"x43" Den/ 167 24.9 sq. ft. '15.3 sq. n. 15.3 sq. ft. Study, 14.9% 9.2% 27"x 80" Existing 60 6.3 sq. ft. 5ocfm Smith 10.6% min. Powder 21 artificial 60cfm Room light min. Master' _ 257 42 sq. ft 31'.7 sq. ft. 1 T7 sq. fteol. Bedroom 16.3% 12.1% 32"x 80" Master 65 6.0 sq. ft. 517 sq. �. Bath 7.1% 1 6.7% F 11y.a PLa�, r r Is FjL. 4 I L4E� IZr- eJEw Th.rE_ six JOI'1-T IlA ^i{E-r4S �y �Hdv/F'I Z J0�1!-ICr .""i --',Pi GAG// GE - se zmoF -rz.a. F'T �rz�J SIZE $5Y/1.-Gt(JG Pac"i rL-ht-j A51 I W A- 1L I.-/E.V-7 WA, L1..-6 _ I ' Zn 4 Ttz G Rb ` -Y F'R/a /h i= 6 T 1 N G EJAt<nTIN� TaL�T•a-� 3 -Grc+1-r s ll� SFrw rIIj tenor ._Ltj Sz_oo F' 64 I T 1 I I i II II j l 5 1-1 1 TA-, 2- Y r N o �- UP-- - 1ci FINISH SCHEDULE- ROOM FLOOR WALLS CEILING BASEMENT LEVEL FINISH FIRST LQ R Supplied BASEMENT Painted andlor clear sealed, as per Painted white. Unfinished KITCHEN Owner. Provide an allowance to supply and install INSTALLED BY CONTRACTOR FIRST FLOOR Sup Iced by Owner INSTALLED BY CONTRACTOR WI TH LIVING 00 Yi' T&G So id Oak PIooring to match V.' Gyp Board, Tape and Speckle 3 Coats, K" Gyp Board, Tape and Spackle 3 Coats, ATH OM ' e%!afro Finlih as er Owner. Par Paint 3 coats White Collin Paint ,3 coats ITCH '/l' T& $olid Oak to match K" Gyp Board, Tape and Spackle 3 Coats, K" Gyp Board, Tapas and Spackle 3 Coats, Remove and minstalliexisting existing, Finish as Per Owner. Paint 3 coats White CeI in Paint 1301 3 w FAM Y� M Vi' O Solid Oak Flooring to match K" Gyp Board, ape slid SPac le 3 Costs, Vi" Gyp Board, Tape antl Spackle 3 Coate, ' existM Fln en at Ownor. Paint 3 coats White CagingPaint 13 costa TH Cor c le Installed on 314" mud with '/:' M. .Gyp 00, Tape and Spackle 3 Costs, K•' ,R, Gyp Board„ TEP& Spackle 3 C.T. Sass. $jas r Owner. Paint 3 costs. C.T. Wain! of per Owner. Centa, W Yte Collin Paint 3 coals L E ating'A T5, ell Oak Flooring, K' Gyp Boats, Tape sad Spackle 3 Coate st V.' yp , Taps and SpackPo 3 Coate at 'paWhadjos mg., Finish as r Owner. new and ited,areu AdM3 coats repaired areas, Whit Cagln Paint 3 Costs LA D Y Ceramic Installed on 91 " mu with K' m;R. Gyp Board, Tape an Speckle 3 W' . Gyp Board, Tape and Spackle 3 midline IKdn g in polished or satin chrome C.T. Daae. $bses r Owner. Coats, Pdnt3 CoatsC Wkita Catlin Palm 3 coats fBTING DR Existing y+" &G WSW Oak Floating to K" rd, Tape and Spackle 3 Cods at Exisdng '• Gyp Board to receive 2 Costa NIA remain, Finish as rto re ed arerdeinta3 Coats of White CoilingPalmt MASTER BEDROOM Y' T&G Solid k Cmatch yp oaapend spackle 3 Coats, K" dyp Board, Tape and Spackle 3 Coats, ussmin L festy a GGroup axistinFinish r Owner. Paint 3 coats I White CallingPaint coats W - IN CLOS h +" 44 Soled Oak Flooring to match ''/ Gyp Board, Tape and Spackle 3 Coats, K" Gyp Board, Tape and Spackle 3 Coats, 6'-11" exist) , Finish as r Owner. Paint 3 coati White Celfina Paint'! chats MATH Ceramic Tik installadmn 3/4" mud with '''A" M.R.Gyp Bdi Tape and Spackle 3 Coats, W' MR Gyp Board, Tape slid Spackle 3- C.T. Base. Sine ai ar Owner. Paint 3 coats. C.T. Wainscot per Owner. Com, W Ceilin PAMr 1 3 Coats DEN - S, DY V:' 80 Solid Oak,Floodng to match " Gyp Boom, ape and packle 3 oats, K" (iyp Board, Tape and Spee re 3 , Remove and reinstall existing Isfin Finish as'nor Owder. -Paint 3 costs White Ceiling Poi t 3 coats _ WAG(. IN at&Elf Solid Oak Flooring to match K" Gyp Board, Tape and Speckle 3 Coats, 'h" Gyp Bbard, Tape antl Spackle 3 Com, ^ 1 existin , Finish as per OWmair. Paint 3 costs i White Calling Paint 3 cods NG. GARAGE Repair slab as required and paint as 01611 FC Gyp Board; Tape and Spackle 3 Provide ' FC Gyp rQ stiparstlon per HOWER direobtl�b Ownef Coats inc. kettle access, Paint 3 costs code Ta , 8 ackle S'Point y cents ALTERED P6W6ER R00M Ceramic Tile II)mlled on 3/4" mud with K" M.R. Gyp Board, TOP* and Spackle 3 K" MR Gyp Board, 4spe And 5packle;3 ' C.T: Sit". Si as perOwner. Com, Pdrlt'3 costs Coats, White Coiling Pikrt d cleats ' ICLIMBING SCHEDULE _ ROOM FIXTURE MANUFACTURER/STYLE/# COLOR HARDWARE FINISH FIRST LQ R Supplied by Owner INSTALLED BY CONTRACTOR REFRIGERATOR Supplied by Owner KITCHEN SINK Provide an allowance to supply and install INSTALLED BY CONTRACTOR Provide an allowance to supply and install Kohler Sup Iced by Owner INSTALLED BY CONTRACTOR WI TH Kohler mid tin in base' color Suppli d by Owner mid Nps fivin in oNshed or satin chrome t ATH OM ' WA ER CLOSET Remove and reinstall existing LAUNDRY ' - WASHER _ _ DRYER LAVATORY Remove and minstalliexisting 5 VENT V- 4" 0' -8" TUB Remove and reinstalf existing NIA AIR VENT INC. ST MASTER BATH WATER CLOSET prodide an allowance to supply and install Provide an allowance to supply and Install Koffiler H.P. GLASS, FULLY WEATHERSTRIPPED WITH DENTIL Kohler mid line fixture in base color mid line flil in polished or satin chrome ORITE SELECTED BY OWNER. LAVATORYS Provide an allowance to supply and install Provide an allowance to supply and Install Kohler SHELF SOLID BRASS HINGES A FULL VIEW Kohler midline fixture in base color midline IKdn g in polished or satin chrome B 2 TUB Provide an allowance to supply and Install V-811 Provide an elfowance to supply and install Kohler 3.2 NIA 200 SERIES Kohler mid Ine fixtu% In base, color AND HARDWARE mid line fitting in polished or satin chrome WINDOW ST M ussmin L festy a GGroup Smart/Plus and Smart Remote Polished Chrome 2 GENERATOR Mr. Steam MS 400 with autoflush T.1" 6'-11" CLAD CASEMENT LAUNDRY LAUNDRY Provide.an allowance to supply and install ANDERSEN Provide an allowance to supply and Install Kohler ANDERSEN SINK Kohler mid line fixture in base color 2 mid line fitting in polished or satin chrome 2' -5 ROOM WATER CLOS T Remove and reinstall existing 0.39 400 SERIES CW135 FIU17DER LAVA ORY Remove and reinstall existing TDOOR SHOWERCustom builtCetlar tleck antl enclosure As per Exterior nickel plated brass two handle valve body Nickel Plated HOWER CLAD CASEMENT Owner with riser, shower head, foot bath and diverter for Brass for NDERSEN hand shower es selectetl b Owner exterior use WINDOW SCHEDULE SYM APPLIANCE SCHEDULE -# -REMARKS APPLIANCE MANUFACTURED BY MODEL KITCHEN Supplied by Owner INSTALLED BY CONTRACTOR REFRIGERATOR Supplied by Owner INSTALLED BY CONTRACTOR COO OP Supplied by Owner INSTALLED BY CONTRACTOR HOOD Or DOW -N6 -RAFT Sup Iced by Owner INSTALLED BY CONTRACTOR WI TH WALL EN(S) Suppli d by Owner INSTALLED BY CONTRACTOR FOUNDATION DISHWASHER Su /Pod by Owner INSTALLED BY CONTRACTOR LAUNDRY - WASHER _ _ DRYER Su lied by Owner ___ Sup lietl by Owner INSTALLED BY CONTRACTOR -= INSTALLED BY CONTRACTOR WINDOW SCHEDULE SYM QTY TYPE R. O. SIZE GLASS VENT "U'• "U•' CATALOG N REMARKS REMA %S 9q. FT. SQ. FT. VALUE MFG. SY VALUE MFG. SY WI TH I HEIGHT WIDTH HEIGHT FOUNDATION EXTERIOR SWING HEAVY DUTY AlTOMATIC VENT WITH SI -METAL COIL A 5 VENT V- 4" 0' -8" NIA 0.35 NIA AIR VENT INC. ST INSTALLED INI FOUNDATION WALL. COLOR TO BE GRAY NIA 0.33 46111 H.P. GLASS, FULLY WEATHERSTRIPPED WITH DENTIL WITH SIDELIGHTS ORITE SELECTED BY OWNER. BASEMENT/ SHELF SOLID BRASS HINGES A FULL VIEW ANDERSEN WHFI REK, LOW -e DUAL -PANE GLASS WITH SCREEN B 2 UTILITY 2'- a K" V-811 2.6 3.2 NIA 200 SERIES 2817 AND HARDWARE WINDOW ITE'V YL CLAD, LQWE N.P. GLASS WI SCFEEN A 2 1 FRENCHWOOD T.1" 6'-11" CLAD CASEMENT 11.45 16.72 0.35 ANDERSEN FW1431611 ANDERSEN WHITE VINYL (CLAD, LOW -E H.P. GLASS. MARINEICOASTAL C 2 WINDOW 2' -5 3'- 5 K" 6.0 5.7 0.39 400 SERIES CW135 UPGRADE AND IMPACT RESISTANT GLASS COMPLIANT WITH NYS BUILDING CODE CLAD CASEMENT NDERSEN WHITE VINYL CLAD, LOW -E H.P. GLASS, MA UN&COASTAL D 2 1 2' -5 4' -0 %" 7.2 6.8 0.39 400 SERIES CW14 UPGRADE AND IMPACT RESISTANT GLASS COMPLIANT FWH2161181 HARDWARE PER OWNER MARINEICOASTAL _WINDOW WITH SIDELIGHTS I7I NYS BUILDING CODE FWH546Nt _ CLAD CASEMENT AND TRANSOM ANDERSEN ITE VINYL CLAD, LOW -E N.P. GLASS. MARINEICOASTAL E 1 WINDOW 4'-9" 4'-0'6" 14.4 6.0113.5 0.39 400 SERIES_ UPGRADE AND IMPACT RESISTANT GLASS COMPLIANT WHITE VINYL CLAD, LOW45 H,P. GLASS WI SCREEN A 4 1 FRENCHWOOD 6'-0" _OWJ71 WITH NYS Slid' WO CODE 24.86 15.31 CLAD PICTURE ANDERSEN FW080611 HARDWARE PER OWNER. MARINE/COASTAL ANITERSEN WHITE VINYL CLAD, L -E H.P. GLASS. MARINEICOASTAL F 2 WINDOW OVER 8' -0 %" S. -O. 35.6 1.80.5 0.39 400 SERIES P40401AN44-2 UPGRADE AND IMPACT RESISTANT GLASS COMPLIANT AWNING HOW CODH.P.O OOMPLTEXTERIOR ILAD T OD-EE CLAD PICU ANDERSEN 5 WWHITNVBqL_C H.P. GAaMARINEICOASTAL G 1 WINDOW OVER 12'-0%" 5,9.. 9" 53.4 1.815..4 0.39 400 SERIES P40401AN41-3 UPGRADE AND IMPACT RESISTANT GLASS COMPLIANT SLIDER SIDELIGHT AWNING BELOW WITH MYS SUIILDING DE CLAD PI URE AND ANDERSEN CUSTOM ARCH WHITE VINYL CLAD, LOW -E W.P. GLASS., MARINEICOASTAL H 1 CASEMENT WINDOWS 8' -9 K" 7' -0 %" 30.5 7.8/IS 0,39 400 SERIES CW145/P404S1 UPGRADE ANTIPACT RESISTANT GLASS COMPLIANT -- DOOR, INSULATED AND FULLY WEATHERSTRIPPED, WITH TRANSOM SWING CW145 WITtj NYS HU1G CODE R CLA CAI MENT ANDERSEN WHITE VINYL D, LOW -E H.P. GLASS & C L SU RT J 1 BOW WINDOW 10' -OK" 5'-2" 41 '1.822.8 0.39 400 SERIES CSS BOW SYSr. MARINEICOASTAL UPGRADE AND IUACT PREHUNG, RAISED HIP UNIT, SMOOTH PAINTGRADE, 7 1 2 RAISED PANEL PREHUNG 2' - 5" 61.8. RESISTANT GLASS COMPLIANT WRH NYS H ILDINO COPE NIA NIA ALUMINUM CRAFTMASTER COVENTRY CLEAR FRAME. STYLE, MFG., HARDNiARE AND FIN. CONFIRMED WITH OWNER RIORT IbROERING ANDERSEN TE ALUMINUM, LOW -E H.P. OLA B. K 1 CLAP 2'.2" 3'- 0" 6.3 4.46 0.47 400 SERIES RV2838 MAFUNP,fCOAST UPGRAPE AND IMPACT RESISTANT 6' -a" 1-3/8" SKYLIGHT NIA NIA CRAFTMASTER COVENTRY CLEAR FRAME STYLE, MFG., HARDWARE AND FIN. GLASS COMP WITH NYS BUILDING CODE y NOTE: CONTRACTOR MUST CONFIRM WITH OWNER THE EXACT MANUFACTURER AND SIZE OF Aj.1 WINDOWS AND DOORS, PRIOR TO FRAMINOO ANY ROUGH OPENINGS. WINDOW -DOOR ALTERNATE NOTE: Architect recommends use of impact resistant glazing only. Use of wood structural panels as outlined below, in lieu of impact resistant glazing although code compliant, is not considered an acceptable option by the Architect and Will be the sole responsibility of the Owner. The Owner agrees by his signature below to totally hold harmless the Architect from any liability with regard to the installation, use and removal of said wood structural panels. Wind section R301,2.1.2orne sand Table Rction �4r52 of the uY'uYsl "Residential CodePanels shall be nofaNew York Stalled in lte' atestance h edition. Structural panels are to be a minimum of 5/8" thick with a maximum dimension of 8' Mn any direction. Fasteners are to be 2.1/2" N8 (minimum) stainless steel wood screws installed every 16" around the entire perimeter for panel spans less than 6' or every 12" around the entire perimeter for panel spans greater than 6' but less than 8'. Accepted by Owner(s): Date: 1% GENERAL NOTES: 1. Contractors work is to conform to all local ordinances and NYS Building and Energy Conservation Code, latest edition(s), 2. All Electrical, Plumbing and HVAC work shall be governed by all National, State and Local Codes, latest edtticn(o). 3. Contractor to supply and install Tire detection devices on all levels as per code and carbon monoxide detectors as per Suffolk County San -nary Code "S760-1021". 4. All connections of water supply lines aro to be made with 9616 solder as approved by Suffolk County Department of Health Services with certificate of compliance provided upon completion. S. All showers and tubs to be equipped with "scald proof' fittings. S. Contractor(s) shall verify all field conditions and dimensions and Will be responsible for same. Any discrepancies shall be reported to the Architect immediately. 7. Coldractor(s) will cooperate with all other trades and will complete work in accordance with best standards and practices. 6. All dimensions are nominal and take precedence over scale. All abbreviations are standard. 9. All items of work on the drawings aro now, unless otherwise noted. 10. Proprietary names Identifying Rams of work are used solely to prescribe standards of construction. Items of equal quality may be submitted to the Architect for Consideration unless noted otherwise. 11. The Contractor is to excavate the entire perimeter of the existing basement area and install a membrane waterproofing system with French drain, property backfill with sand & gravel so as to prevent water Infiltration into the existing and new basement areas. 12. All wood frame construction shall conform to the American Forest & Paper Association "WOOD FRAME CONSTRUCTION MANUAL" 1995 SBC - HIGH WIND, latest edition. 13, All high wind resistant structural metal connections shown on the drawings, or required by code from the roof to the foundation are to be manufactured by "SIMPSON Strong -Tie" and be "E"Max" coated. Connectors which are near, on or below grade must be fabricated of type 316 stainless steel. , 14. All wood framing members shall have an allowable extreme fiber stress equal to or greater than structural grade Douglas Fir: Fb - $76 psi Fv a 96 pal E - 1.600.000 psi 15. All ACO treated wood framing members shall hays'an allowable extreme fiber stress equal to or gremr than structural grade Southern Yellow Pine: Fb - 875 psi Fv - all psi E =1.400.000 psi 16. All "Microlam" and/or "Pardlam" headers and girders as well as "TJI" joists and basins are to be designed and manufactured by TRUS JOIST. Installation must be in accordance with manufacturer's specifications. No.substmrtlona will be allowed) 17. Contractor(s) islare to follow all manufacturers' instructions, shop drawings, as Well as Installation manuals when Installing any prefabricated Rattle). 16. Floor joists in new bathroom area below tub aro to be doubled. 19. Floor joists below all bearing and parallel partitions are to be doubled unless otherwise noted on the drawings. 20. Double all headers and/or trimmers around all floor and roof openings. Provide crossover venting in rafter bay* adjacent to any skylight framing. 21. Provide solid blocking on all joist spans in excess of 8'- 0", unless noted otherwise on drawings.. 22. All headers and girders with a span in excess of five feet (6') are to bear on a minimum of 2- 2x4 or 2.2x6 jack studs with double floorjoists below, unless noted otherwise on drawings. 23. Provide 518" fire code gypsum board on ceiling of mechanical equipment areas of basement as wall as on tailings, walls and structural elements of garage areas as required by Code. 24. Provide'h•• moisture resistant gypsum board on walla and ceilings of bathrooms. Provide X" "WONDERSOARD" on all walls of tub and shower areas. 25. All frrestopping shall be of an approved non-combustible material and installed In accordance with all applicable codes. 26. Exterior Wall insulation shall be 5-1/2" (R-21) Kraft -faced baits with vapor barrier facing warm side of building. Calling/Roof insulation shall be 8.112" (R-30) or 10-1/4" (R4I) Kraft -faced bans as shown on the drawings with vapor barrier facing wean side of building. Basement/crawl space telling insulation shall be 6.1/2" (R-21) Kraft -faced batts with vapor barrier facing warm side of building. Interior walls of all bath and powder rooms shall receive 3.1/2" unfaced sound deadening insulation. 27. Contractor to provide one layer of building paper between sub and finish floors or underiayment, with all joints staggered and properly secured. 28. All windows and doors to be Insulated, "Low E", high performance, impact resistant glass, with screens and operating hardware. Coastal Upgrade and stainless steel hardware suitable for a marine climate is to be used on all windows and doors. Contractor is to confine operation, style, finish, color and manufacturer with Owner prior to placing order. 29. All windows and exterior doom to have aluminum or wood drip caps and flashing. 30. All door hardware, butts and doorstops to be solid brass. Entry, lock & Unchaste; are to be Schlage "A" or "B" series, Emtak, or approved equal. Style and finish as directed by Owner. 31. All cabinetry, counters, shelving and casework to be given an allowance with style and finish as selected by Owner, 32. Contractor to provide prefabricated closet system or 16" x'/+" PTS plywood shelving with edge band and/or 1418" diameter wood poles at all closets. Layout as directed by Owner. 33. Contractor to provide and install all Interior and exterior trims to match existing as called for on the drawings & specifications or as otherwise directed by the Architect or Owner. 34. Contractor to provide and install all mirrors, medicine cabinets and shower enclosume/doors as per Architect or Owner. 36. All deck stair stringers to be 3 x 12 CCA/ACQ rabbeted or sawtooth to accommodate treads. All treads to be 2 x 4 or 5/4 x 4 as shown with V." max. space between planks. Provide T-0" high min. railings as required by code and as shave on the drawings. 36. Contractor is to clean all door and window glass, as well as leave all floors, walls and ceilings free of debris immediately prior to final completion. DOOR SCHEDULE SVM QTY TYPE SIZE GLASS VENT "U•' CATALOG a REMA %S SQ. FT. Sq. FT. VALUE MFG. SY WIDTH HEIGHT HICK EXTERIOR SWING R UE VALLEY MODIFIED MAHOGANY, BEADED PANEL DUTCH DOOR, LOW -E 1 1 DUTCH ENTRY 61-01, 61-10 V." 1-3/4" N/A NIA 0.33 46111 H.P. GLASS, FULLY WEATHERSTRIPPED WITH DENTIL WITH SIDELIGHTS MIN. SHELF SOLID BRASS HINGES A FULL VIEW TORMISCREEN DOQ HARDWARE PERO R EXTERIOR HINGED ITE'V YL CLAD, LQWE N.P. GLASS WI SCFEEN A 2 1 FRENCHWOOD T.1" 6'-11" 1-3/4" 11.45 16.72 0.35 ANDERSEN FW1431611 HARDWARE PER OWNER. MARINEICOASTAL UPGRADE AND IMPACT RESISTANT GLASS COMPLIANT WITH NYS CODE EXTERIOR HINGED Custom Arch WHITE VINYL CLAD, LOW -E H.P. GLASS W/ SCREEN & 3 1 FRENCHWOOD 9'-5" 9'-8" 1.314" 31.42 30.51 0.35 ANDERSEN FWH2161181 HARDWARE PER OWNER MARINEICOASTAL WITH SIDELIGHTS FWH546Nt UPGRADE AND IMPACT RESISTANT GLASS AND TRANSOM FWH21641SI COMPLIANT WITH NYS.COOE EXTERIOR WHITE VINYL CLAD, LOW45 H,P. GLASS WI SCREEN A 4 1 FRENCHWOOD 6'-0" 6'-11" 1-314" 24.86 15.31 0.36 ANDERSEN FW080611 HARDWARE PER OWNER. MARINE/COASTAL GLIDING UPGRADE AND IMPACT RESISTANT GLASS CODH.P.O OOMPLTEXTERIOR ILAD NY LS SS. WHITE VIINC 5 1 FRENCMWOOD 3' -3" 6' -11" 1-314" 12.43 NIA 0.35 ANDERSEN FWG33611S MARINENCOASTAL UPGRADE AND IMPACT RESISTANT SLIDER SIDELIGHT GLASS COMPLIANT WITH NYS CODE STEEL "B LASEL FIRE RATED, SELF CLOSING, ENTRY 6 1 RAISED PANEL 2' - 8" 6' -8" 14/4" NIA N/A NIA STANLEY -- DOOR, INSULATED AND FULLY WEATHERSTRIPPED, SWING SOLID CONFIRMEDWITHHINGES. T ONFIRMH OWNER PRIOR O ORDERING INTERIOR SWING PREHUNG, RAISED HIP UNIT, SMOOTH PAINTGRADE, 7 1 2 RAISED PANEL PREHUNG 2' - 5" 61.8. 1-315" NIA NIA NIA CRAFTMASTER COVENTRY CLEAR FRAME. STYLE, MFG., HARDNiARE AND FIN. CONFIRMED WITH OWNER RIORT IbROERING INTERIOR SWING PR HUMG, RAISED KIP UNIT, SMOOTH PAI GRADE, a 1 RAISED PANEL 2' -0" 6' -a" 1-3/8" NIA NIA NIA CRAFTMASTER COVENTRY CLEAR FRAME STYLE, MFG., HARDWARE AND FIN. PREHUNG I I CONFIRMED WITH OWNER PRIOR TO ORDERING INTERIOR SWING PREHLINIG, RAISED HIP UNIT, SMOOTH PAINTGRADE, 9 3 RAISED PANEL 2',4" 6' -8" 1-3/8" . NIA NIA N/A CRAFTMASTER COVENTRY CLEAR FRAME. STYLE, MFG., HARDWARE AND FIN. PREHUNG CONFIRM DWITH OWNRPRIOR TO ORDERING INTERIOR SWING PREH NIG, RAISED HIP UNIT, SMOOTH PAINTGRADE, 10 1 RAISED PANEL T-0" 61-81. 1418" NIA NIA N/A CRAFTMASTER COVENTRY CLEAR FRAME. STYLE, MFG., HARDWARE AND FIN. PREHUNG CONFIRMED WITH OWNER PRIOR TO ORDERING INTERIOR SWOLD 2-P-0" R!AISEb HIP SLABS, SMOOTH PAINTGOME, 11 1 RAISED PANEL 2' -0" W-11" 1418" NIA NIA NIA ;CRAFTMASTER COVENTRY UNBORED, UNHUNG, FILO INSTALLED WITH SLAB "JOHNSION" 200FD ERI S TROLL HARDWARE FIBERGLASS ! l MATCHMATCH FIBERGLASS OVERHEAD DOOR WFTH ELECTRIC 12 2 RAISED PANEL 9' -0" T -0" 2" NIA NIA NiA DETACHED DETACHED OPERATOR INCLUDING KEYPAD AND REMOTE. OVII HEAD I I I GARAGE I GARAGE (COLOR, ISTYLE AND FINISH AS SELECTED BY OWNER y NOTE: CONTRACTOR MUST CONFIRM WITH OWNER THE EXACT MANUFACTURER AND SIZE OF Aj.1 WINDOWS AND DOORS, PRIOR TO FRAMINOO ANY ROUGH OPENINGS. WINDOW -DOOR ALTERNATE NOTE: Architect recommends use of impact resistant glazing only. Use of wood structural panels as outlined below, in lieu of impact resistant glazing although code compliant, is not considered an acceptable option by the Architect and Will be the sole responsibility of the Owner. The Owner agrees by his signature below to totally hold harmless the Architect from any liability with regard to the installation, use and removal of said wood structural panels. Wind section R301,2.1.2orne sand Table Rction �4r52 of the uY'uYsl "Residential CodePanels shall be nofaNew York Stalled in lte' atestance h edition. Structural panels are to be a minimum of 5/8" thick with a maximum dimension of 8' Mn any direction. Fasteners are to be 2.1/2" N8 (minimum) stainless steel wood screws installed every 16" around the entire perimeter for panel spans less than 6' or every 12" around the entire perimeter for panel spans greater than 6' but less than 8'. Accepted by Owner(s): Date: 1% GENERAL NOTES: 1. Contractors work is to conform to all local ordinances and NYS Building and Energy Conservation Code, latest edition(s), 2. All Electrical, Plumbing and HVAC work shall be governed by all National, State and Local Codes, latest edtticn(o). 3. Contractor to supply and install Tire detection devices on all levels as per code and carbon monoxide detectors as per Suffolk County San -nary Code "S760-1021". 4. All connections of water supply lines aro to be made with 9616 solder as approved by Suffolk County Department of Health Services with certificate of compliance provided upon completion. S. All showers and tubs to be equipped with "scald proof' fittings. S. Contractor(s) shall verify all field conditions and dimensions and Will be responsible for same. Any discrepancies shall be reported to the Architect immediately. 7. Coldractor(s) will cooperate with all other trades and will complete work in accordance with best standards and practices. 6. All dimensions are nominal and take precedence over scale. All abbreviations are standard. 9. All items of work on the drawings aro now, unless otherwise noted. 10. Proprietary names Identifying Rams of work are used solely to prescribe standards of construction. Items of equal quality may be submitted to the Architect for Consideration unless noted otherwise. 11. The Contractor is to excavate the entire perimeter of the existing basement area and install a membrane waterproofing system with French drain, property backfill with sand & gravel so as to prevent water Infiltration into the existing and new basement areas. 12. All wood frame construction shall conform to the American Forest & Paper Association "WOOD FRAME CONSTRUCTION MANUAL" 1995 SBC - HIGH WIND, latest edition. 13, All high wind resistant structural metal connections shown on the drawings, or required by code from the roof to the foundation are to be manufactured by "SIMPSON Strong -Tie" and be "E"Max" coated. Connectors which are near, on or below grade must be fabricated of type 316 stainless steel. , 14. All wood framing members shall have an allowable extreme fiber stress equal to or greater than structural grade Douglas Fir: Fb - $76 psi Fv a 96 pal E - 1.600.000 psi 15. All ACO treated wood framing members shall hays'an allowable extreme fiber stress equal to or gremr than structural grade Southern Yellow Pine: Fb - 875 psi Fv - all psi E =1.400.000 psi 16. All "Microlam" and/or "Pardlam" headers and girders as well as "TJI" joists and basins are to be designed and manufactured by TRUS JOIST. Installation must be in accordance with manufacturer's specifications. No.substmrtlona will be allowed) 17. Contractor(s) islare to follow all manufacturers' instructions, shop drawings, as Well as Installation manuals when Installing any prefabricated Rattle). 16. Floor joists in new bathroom area below tub aro to be doubled. 19. Floor joists below all bearing and parallel partitions are to be doubled unless otherwise noted on the drawings. 20. Double all headers and/or trimmers around all floor and roof openings. Provide crossover venting in rafter bay* adjacent to any skylight framing. 21. Provide solid blocking on all joist spans in excess of 8'- 0", unless noted otherwise on drawings.. 22. All headers and girders with a span in excess of five feet (6') are to bear on a minimum of 2- 2x4 or 2.2x6 jack studs with double floorjoists below, unless noted otherwise on drawings. 23. Provide 518" fire code gypsum board on ceiling of mechanical equipment areas of basement as wall as on tailings, walls and structural elements of garage areas as required by Code. 24. Provide'h•• moisture resistant gypsum board on walla and ceilings of bathrooms. Provide X" "WONDERSOARD" on all walls of tub and shower areas. 25. All frrestopping shall be of an approved non-combustible material and installed In accordance with all applicable codes. 26. Exterior Wall insulation shall be 5-1/2" (R-21) Kraft -faced baits with vapor barrier facing warm side of building. Calling/Roof insulation shall be 8.112" (R-30) or 10-1/4" (R4I) Kraft -faced bans as shown on the drawings with vapor barrier facing wean side of building. Basement/crawl space telling insulation shall be 6.1/2" (R-21) Kraft -faced batts with vapor barrier facing warm side of building. Interior walls of all bath and powder rooms shall receive 3.1/2" unfaced sound deadening insulation. 27. Contractor to provide one layer of building paper between sub and finish floors or underiayment, with all joints staggered and properly secured. 28. All windows and doors to be Insulated, "Low E", high performance, impact resistant glass, with screens and operating hardware. Coastal Upgrade and stainless steel hardware suitable for a marine climate is to be used on all windows and doors. Contractor is to confine operation, style, finish, color and manufacturer with Owner prior to placing order. 29. All windows and exterior doom to have aluminum or wood drip caps and flashing. 30. All door hardware, butts and doorstops to be solid brass. Entry, lock & Unchaste; are to be Schlage "A" or "B" series, Emtak, or approved equal. Style and finish as directed by Owner. 31. All cabinetry, counters, shelving and casework to be given an allowance with style and finish as selected by Owner, 32. Contractor to provide prefabricated closet system or 16" x'/+" PTS plywood shelving with edge band and/or 1418" diameter wood poles at all closets. Layout as directed by Owner. 33. Contractor to provide and install all Interior and exterior trims to match existing as called for on the drawings & specifications or as otherwise directed by the Architect or Owner. 34. Contractor to provide and install all mirrors, medicine cabinets and shower enclosume/doors as per Architect or Owner. 36. All deck stair stringers to be 3 x 12 CCA/ACQ rabbeted or sawtooth to accommodate treads. All treads to be 2 x 4 or 5/4 x 4 as shown with V." max. space between planks. Provide T-0" high min. railings as required by code and as shave on the drawings. 36. Contractor is to clean all door and window glass, as well as leave all floors, walls and ceilings free of debris immediately prior to final completion. (.�Q[�� l •�, �fM�' 3:r=�^'ri" a9♦'rt)';' -n'"-fixT3;'?'°', ft"F§T 'MN"�1 _ r F"'�. 1 '�l � 4]T '�. i _ g�p.Vyyg v-'!�Fo- v�5.ry ..., Yi � � :yil: kt"aI'.A91 -" p�,iyir§-wsw'^5i' - 3S. . ♦ ,I"'.l.M1'Fi!��. i+u � � "R"Y^ ^W-'�Wi M, { � i..A ♦ . .AF.,nN':"tt.{�.t v^� F, ;m ..,-as mj:'r(�M'?'�i'eT, //����.�dil��r�,d'=Ta"k,N��'Yd7T+{N.�„*�iV�"PiTiRt�i"�'�•'ti?:+N1"S.s'.:_. .. ... i, T"*?,�x. -11ry �j, �Y,♦9 N � n�(��., � . �q�] yyLnrq�'r'�e�y yypry . _48 j1-`(A-�, r _ .. ...v.. _x.11 .yi�i _ ... � _ . iq I i � _ i o - , -i�' I T v. -.{. I ,� _ , HALO sH4710 OR AS SELECTED BY ?l'',PiH i�rvFFvl'*la' g4"jl. i - --��.a-L_-r� = Irk• = I-�� ELECTRICAL LEGEND O SURFACE MOUNTED INCANDESCENT FIXTURE PORCELAIN LAMP HOLDER OR AS SELECTED BY OWNER SURFACE MOUNTED INCANDESCENT FIXT RE HALO sH4710 OR AS SELECTED BY OWNER' .RECESSED INCANDESCENT LIGHTING FI TURE HALO aH-7 WITH A410 TRIM (H-17-720 WP) OR -A APPROVED EQUAL RECESSED LOW VOLTAGE LITTLE LITE FIXTURE 000 ORAS SELECTED BY OWNER 'RECESS 1NCAND SCENT LIGHTING FIXTURE O WITH EYEBALL HALO SH -7 WITH aH-78 TRIM --��.a-L_-r� = Irk• = I-�� ELECTRICAL LEGEND O SURFACE MOUNTED INCANDESCENT FIXTURE PORCELAIN LAMP HOLDER OR AS SELECTED BY OWNER SURFACE MOUNTED INCANDESCENT FIXT RE HALO sH4710 OR AS SELECTED BY OWNER' .RECESSED INCANDESCENT LIGHTING FI TURE HALO aH-7 WITH A410 TRIM (H-17-720 WP) OR -A APPROVED EQUAL RECESSED LOW VOLTAGE LITTLE LITE FIXTURE HALO NH.9 WITH*03 TRIM AND HALOGEN LAMP ORAS SELECTED BY OWNER 'RECESS 1NCAND SCENT LIGHTING FIXTURE O WITH EYEBALL HALO SH -7 WITH aH-78 TRIM OR APPROVED EQUAL O WALL MOUNTED VANITY LIGHT FIXTURE AS SELECTED BY OWNER SURFACE MOUNTED 2' X 4' FLUORESCENT LIGHTING FIXTURE THOMAS WATT WATCHER 3 LAMP 40RS - CALUMET WRAPAROUND OR A$ SELECTED BY OWNER UNDER CABINE I STRIP LOW VOLTAGE XENON i =x LIGHTING FIXTURE OR AS SELE YED BY OWNER ' . PENOANT'MOUNTED LIGHTING FIXTURE AS SELECTED BY OWNER y INTEF41OR WALL BRA KET,FIXTURE (SCONCE)_ AS SELECTED BY OWNER to EXTERIOR WALL BRACKET FIXTURE AS SELEOTED-By OWNER 150 WATT- PAR EXTERIORFLOOD' LIGHT FIXTURE' 1111- OR AS SELECTED BY OWNER, EXHAUST FAN DUCTED TO THE EXTERIOR .NUTONE QT 110 OR APPROVED EQUAL IDT°„ WALL MOUNTED SWITCH "DECORA" ROCKER . - STYLE OR DIMMER - SINGLE POLE;-MULT1,WAY' - OR OCCUPANCY SENSbR AS DIRECTED BY OWNER. - WALL MOUNTED 110V. DUPLEX RECEPTACLE .. "DECORA" STYLE LOCATIONS AND MOUNTING HEIGHTS 70 BE CONFIRMED WITH OWNER TWO'(') CIRCUIT HEAVY DUTY 110 VOLT "NOTION BOX ADEQUATELY SECURED TO SUPPORT SUSPENDED PADDLE FAN AS SELECTED BY OWNER. - Lj O TWO (2) CIRCUIT EAVY DUTY 110 VOLT JUNCTION BOX ADEQUATELY SECURED TO SUPPORT SUSPENDED LIGHT FIXTURE AS SELECTED BY OWNER' TELEPHONE JACK- QUANTITY AND FINAL LOCATIONS TO BE CONFIRMED WITH OWNER "SMARTHOME" INTERGATED NETWORK LOICATION FOR TELEPHONE; DATA, CABLE TV, AND COMPUTER INTRANET. QUANTITY a FINAL LOCATIONS TO SE CONFIRMED WITH OWNER ' T O THERMOSTATD VtCE-gUANITY ANORNAL LOCATIONS TO BE CONFIRMED WITH OWNER AND HVAC CONTRACTOR NEW INTE ONNE TED FIRE DETECTION DEVICE WITH AUDIBLE ALARM INSTALLED AS PER CODE ^ NEW INTERCONNECTED CARBON MONOXIDE DETECTION DEVICE WITH AUDIBLE ALARM INSTALLED AS PER CODE DEVICE TO BE MOUNTED AT COUNTER HEIGHT G. N. Is DEVICE TO BE WEATHERPROOF \v Ilk ELECTRICAL NOTES 1. All electrical work Is to be completed by a licensed electrician and Is to comply with all National, State 111-ocal codes in addition to Underwriters standards as they apply, Electrical work mustbe performed,by mechanics skilled in their respective trade and shall presen"appopritnce and function typical of best trade practices. Work and/or materials not installed in this manner will be repaired or replaced at no expense to the' Owner. 2. All work shown on the drawings is diagrammatic. Elactrlcal Contractorshall coordinate his Work with all other trades. DO not scale dmwings for fixture or device locations. Verify all fixture, outlet 6: equipment locations with Architect and/or Owner prior to commencing work. Coordinateall work with Architectural, Kitchen Cebinat and vanity drawings as well as all Appliance and Equipment locations. 3. Verify adequacy -of existing electrical, service and circuits 200 amps minimum. Upgrade Service and/or distribution system as required. .. 4. Provide service entrance and power distribution equipment as required, All conductors shall be copper. Main breaker panel with whole house surge protectioridiviea is 16'be located in basement with provision for future generator. Provide sub petrel htiaundry room for convenience circuits. 6. Required service equipment must be approved by the power utility company, prior to release for fabrication. S. Electrical system is to provide adequate service and circuits for all imposed leads and equipment as required or directed by the Owner. 7. Electrical system is to provide adequate service and circuits for future exterior loads, le., landscape lighting, garage and basements workshops', etc.. ,Sub-panal is to be located in the laundry room for convenience circuits, or as otherwise directed by Owner. a. Bottom of all panels shall be forty (40) inches above floor or as required by code. 9. Provide code- sin grounding conductors for any equipment. 10- Wiring Methods: Above slab, use "ROMEX" or "BX" where permitted by National, Stats and Local Codes. Buried or run in slab, use rigid conduit 11, Conduit, where required, shall be galvanized and sized in accordance with National Electric Code. 12. Providelights to all crawl space and attic areas on switches adjacent to access openings. 13. Provide "Decors" style switches, receptacles, telephone, cable media, "smart receptacles" for computer devices with respective covers in colors as directed by the Owner. 14. All recessed Lighting to be controlled with dimmer devices oras directed�by Owner. 16. Provide Ground Fault protection circuit breakers or devices for all exterior and "W.P." receptacles, those adjacent to sinks or lavatories and as otherwise required., 16. Provide adequate receptacles and connections for all appliances as -well as venting of . kitchen exhaust clothes dryers and exhaust fans to the exterior of the building. 17. All fi%tures are to be equipped with 130 volt "watt miser" lamps whom applicable. 16. Electrical Contract- r shall provide all heating, ventilating and air conditioning power and control wiring' a.- required. 19. Provide all motor control devices and wire same as directed. 20. Connect all telephone outlets as required by the telephone -system. Provide all telephone conduits, wiring, outlets and service requirements as directed by the Owner and in accordance With the telephone utility company regulations. 21. Prewim for cietv, dedicated computer wiring, "smart locations", audio/intercom, and sound system as directed by owner. Provide and install door chimes with two (2) call locations and audible chimes on all levels in locations as directed by the Owner. 22: Contractor to coordinate with owner as to locations for dedicated computer circuits, Ethernet locations and network wiring. 23. Contractor to furnish and install a complete fire detection and alarm system in compliance with all code and building departmentffire marshal requirements. 24. Contractor to furnish and install carbon monoxide and gas detectioNalann systems in compliance With all National, State, County and Local codes or requirements. 26. Contractor to provide a security system as directed by the Owner. 26. Submit cuts of all fixtures, devices and equipment for approval prior to ordering. 27. Contractor to file applications for all permits and service connections as well as pay all fees for installation and connection charges. 23. Electrical Contractor shall furnish a Certificate of Inspection from the Board of Fire Underwriters upon completion of the work under his contract. Such certificate shall indicate the approval of the work installed and of the complete electrical system. 29. It is the intent of the Drawings and Specifications to provide a complete and operational electrical system weather details of same arc shown or implied. All labor and materials required to produce this end result shall be included in Contractor's bid. 30. Any reference to "as per Owner" or "as directed by Owner" refers to Laurence and/or Lillian Simpson. GARRETT A. STRANG architect 1230 Traveler Street Southold N.Y. 11971 6311- 765 - 5455 T"'` # �cJ6� 1� Atm T _V-1 A -I' t Fl r -t To TNS LOCATION 1 Z s -is-17 I -_I Ti 6 O 0 T I-1 c7 Lr tom, aC.Lr A6 ND-rg v "swam - D*AWIa IW Ii .V=.ear Lt�aur_ MOIL, SIIP/-Fe.1r/AIT _ ea.wx ar ��h rsWeer aF c.4: 10 ''J aF �, - �•, a. n'. � t ,, , . -.. 8!e�?"rs�tw+': rur;'aroa r,>?, .,...:'..���'^rg7+�@Y"+R'.�.4�s#?AF'f/�*� ..'�,!#, , , ?N�:�??,�Tt'°�{«'; i°i �Tr4Y.!raP.^f6ria:�sza4,... ., ,, ,,,,. � �, .o ,t?�"r,��'.. T.. „:,_._� �., aj Ilk „ E1ECTRICA11 NOTES ` ELECTRICAL LEGEND "SURFACE MOUNTED INCANDESCENT FIXTURE O' PORCELAIN LAMP HOLDER OR As SELECTED BY OWNER ' ' "SURFACE MOUNTED INCANDESCENT FIXTURE' HALO #R-010 OR SELECTED BY =p1 OWNER `—, RECES$ED INCANDESCENT LIGHTING FIXTURE ,HALO 08.7 WITH #410 TRIM'(H-17.720 WP) OR Fi3iC ' PROWD EQUAL, materials not installed in, this manner Will be repaired or replaced it no expense to RECEFASEQ LOW VOLTAGE LITTLE E " .LITE ,FIXTU - HALO #H-9 WITH #93 TRIM AND HALOGEN U1MP the owner. OR AS SIELECTEDBY OWNER. ' .IO R£CE$ E, INCANDESCENT LIGHTING F TURE WITH EY,ESALL HALO #H-7 WITH #14-7e TMM_ - his work with all other -trader. Do not scale drawings for fixture, Or dii0ice'locag¢ns. OR APPROVED EQUAL, WALL -MOIINTEDVANITY LIGHT FIXTURE 'AS SELECTED BY' OWNER, _- UBFACE.MOUNTED 2X4',FLUORESCEN HT1 G " FIXTURE THO)v111S WATT WATCHER3LAMP SORB - EALOMET'WBAPAROUND ORAS SELECTED'SY OWNER' ',NDER'CASINE STRIP'L O WVOL -XE ON " 1=.� '0GHTINGFIXTURE DR AS - .. -,' SELECTED BY OWNER" '. Service andlor distribution system as required. , PENDANT MOUNTEDLIGHTING FIXTURE 4. Asset FCTED BY OWNER INTERIOR' WALL BRACKET',FIXTURE (SCONCE) :'A6 5fLEG7ED BY -OWNER _ y TERIO WALL'S ACKET FIXTURER AS SELECTED BY OWNER located In basement with provision for future generator. Providw"bipanel in laundry "1$DWATT PA EXTE IOR FLOOD-FlXTURE ORAS SELECTED, BY OWNER . aO- EXHAUST AN DUCTED TO, THE EXTERIOR NUTONE OTilOORAPPROVEDEOaAL Required service equipment must be approved by the power, utigty colnpany,priorlo ". J - - ALL MOUNTED SWITCH "D CORA"ROCKER' fabrication. STYLE 0001MMER4INGLE POLE,' MULTI -WAY '- S. OROCCUPANCY'SENSQRASDiREC 0 B OWNER' -WALL MOUNTED 1011, DUPLEX RECEPTACLE - equipment as required or directed by the Owner. ;tECORA" STYLE LOCATIONS AND MOUNTING EIGHTS TO BE CONFIRMED WITH OWNER.. ' QADEQUATELY O (2) CIRCUIT HEAVY DUTY 110 VOL JUNCTION BOX '$FCUREDTOSUPPORTSUSPENDED Electrical system is 4o provide adequate service and circuits for future 'exterior loads, ' PADDLE FAN AS SELECTED BY OWNER ' - O O CIRCUIT HEAVY DUTY 110 VOLT JUNCTION BOX. -ADEQUATELY O SECURED 70 SUPPORT SUSPENDED- . ,� GH7P1%T.URE'AS SELECTED BY OWNER ' located in the laundry room for convenience circuits, oras otherwise directed by Owner. TELEPHONE JACK- QUANTITY ADFINAL LOCATIONS S. TO BE CONFIRMED WITH OWNER "SMARTHOME"INTERGATED NETWORK LOICATION FOR - -�--, TELEPHONE, DATA; CABLE TV, AND COCOPOTER INTRANET. 10. QUANTITY FINAL LOCATIONS TO BE NFIRMED WITH OWNER -41 THE OSTAT DEVI -QUA ITY AND FINAL 1' .LOCATIONS TO BE CONFIRMED WITH OWNER - . AND HVAC CONTRACTOR . NEW INTERCONNECTED FIRE DETECTION DEVICE Electric Code.' WITH AUDIBLE ALARM INSTALLED AS PERCODE II 12. NEW INTERCONNECTED CARBON MONOXIDE DETECTION DEVICE WITH AUDIBLE ALARM INSTALLER AS PER CODE 13. Provide "Decora” style switches, receptacles, telephone, cable media; "smart i' receptacles" for computer devices with respective covers In colors as directed by the DEVICE TO BE MOUNTED -AT COUNTER HEIGHT - ,owner. _ a ' DEVICE TO BE WEATHERPROOF All recessed Lighting to be controlled with dimmer devices or as directed by Owner: :i z ` _ - " d �y P - - _. .. ,. _ - 22. Contraetgrto coordinate with owner as to locations for dedicated pater circglN;' i • Ethernet; locations and network wiring. Com, yI l ! 2 l 3' Contractor furnish install a complete fire detection and alarm system in compliance with all code and artmentl building 'de fire marshal Its - ?,t k i^ a JWp1 p 9 P ', r,, ,� r I l',,' LP 24, Contractor t4 furnish and install carbon monoxide and gas'detecHdnlalorm systems In i, :��, i ,~ :• '':d� compliance With all National,, State, County and Local codes or.requlrem turb; i pp 26. Contractor to provide a security system as directed by the Owner. '�� $ •'' - A ir- I - I - ,. 26. Submit cuts of all fixtures, devices and equipment for approval prior to crderllig. - ^ 27. Contractor to file applications for all permits and service connections a� pay - •• ( j `1- - l\ fees for Installation and connection charges, s 1Ve11'as a all I 23,. Electrical Contractor shall furnish a Corticate of Inspection from the Board of Fire-"� I I �, I i " Uhderwrltdrs upon completion of the Work under his cogtract. Such certificate.shall indicate the approval of the work installed and ofthe complete electrical'sysbftn. 29.hlicticid sastemthe weatherdirtals of ameat*ahown provide 0ed bmMalate r and materialal .� and a oration e a Y i aeras a p, AI lobo s v .I - uired'to: roduCe ihlsehd rest snail be indadatl'in Coatractor_'s bid. - ri �,y., v' � , r a�rlsnW+Ir � / � yte9 P W � / "-30. AnY ori: - :,:.wn as dire w for Laura a LillianLillian, Simpson. `a I' \ s ;A r .j i 1 , a 1 �,,, ,r t:; '- _, " • I:"C� G E NVQ : SSi EDA ��lT'TJ M'>lCrr ro _ Stir 0 T .1ETA'. � STI AN �'j�h t��a+-►' ��� �.i� .4 -'EXISTING 'WORK e MARS _ _ --- = irchitdct -r ,� TO BE REMOVED wwne" 26 . a -=+ice 1 Lr, .d h=,l -T' I til � C2 „ EXI9TINOWORK,' 1230Tra aterS�treet,'Southotdwr7A�JPl4Y Asnazo ri : t, ",` -r r• .. 24'1.+.+x. L_- rc...r .. - i yam- ..�. 1 .- .2' - - . - TO REMAIN �• � _ N.Y..11971 � N.Y n=l=�s.Issus. raz atvina=zher.; � L 83k-78 fr4°38 ''uer,we .: , ' NEW-IMORK T¢ ATp,OF NEW 1 ,. S. rU INSTAL400A A.... J. .. . .. .. . .,, ., ..; :�, '..,. � .�,: ,., ,. ✓, .,•' ,. -: ,„ ., -,., � � .. ;, ,,� / ...- I �'l. ,-.,��wc,.Cuefw:u`i0ww15�w.-err• 'I�,fe.r,�e^aG:....,r.u£R43'LL�r�L��iri:v'n,,.,i+.��bswe.�..ss�.+.e'”.4wz'iL"as;ekduu•:rer,.w.t:t'.,.,..-�..sur,F'r:a,ln..,c.il�.vn.w.�wr,'.rzvldrm,rsse ''•'",�•,.•u'+,�k'$Y. i: '.rs:,a'ktEw,v.t.lsh:«n„ 1. All electrical work Is to be completed by a licensed electriplan +u10 is to comply withal! National, State 3 Local codeg in addition to Underwriters standards as they apply. =p1 Electrical work must be performed' by mechanics skilled in: their respective trade' and, shall present appearance and function typical of best trade' practices. Work and/orw I materials not installed in, this manner Will be repaired or replaced it no expense to E " the owner. 2. All work shown an the drawings is,dlagrammatia Electrical' Contractor Shall Coordinate his work with all other -trader. Do not scale drawings for fixture, Or dii0ice'locag¢ns. , Verity all fixture, outlet6' equipment locations with Architect and/or OWner pMortto commencing work..Coordbude all work with Architecture[, Kitchen Cabinet and Vanity .. drawings as well as all Appliance and Equipment locst[onC - ', ' 3. VeiSfy adequacy of existing electrical service and ciroults 200, amps minlmutn..Upgrada Service andlor distribution system as required. , 4. 'Provide service entranceend pourer distribution equipment,as required. All conductors 'sliall tie copper. Mhin,breaker panel With whole house surge proteegon device is 4'b be located In basement with provision for future generator. Providw"bipanel in laundry �room'for convenience cireuita. 6. Required service equipment must be approved by the power, utigty colnpany,priorlo ". J release for fabrication. S. Electrical system is to provide adequate service and circuitafbrall Imposed:toads and$ equipment as required or directed by the Owner. ' T. Electrical system is 4o provide adequate service and circuits for future 'exterior loads, ' is.; landscape' lighting, garage and basements Workshops, stc.. Sub-porldl is to be located in the laundry room for convenience circuits, oras otherwise directed by Owner. S. Bottom of all panels shall be forty (40) inches above -floor or ast'equ[redlby code S. Provide code- size grounding conductors for any equipment. Y. 10. Wiring Methods: Above slab, use "ROMEX" or "BX" where permitted' by Natichill. State and Loral -41 codes. Butted or run In slab, use rigid,condu[t. - �I 11, Conduit, where required, shall be galvanized andsized in accordance with„Natlonal Electric Code.' II 12. Provide lights to all crawl splice and attic areas on switches adjacentto access . "'openings. 13. Provide "Decora” style switches, receptacles, telephone, cable media; "smart i' receptacles" for computer devices with respective covers In colors as directed by the ,owner. _ a 14. All recessed Lighting to be controlled with dimmer devices or as directed by Owner: 15.' Provide Ground Fault protection circuit breakers or devices for all exterior and "W,P." r receptacles, those adjacent to sinks or lavatories and as otherwise required.... n 16. Pro`vlde adequate receptacles and connections for all appliancea'as well,aa venting of, " kitchen exhaust, clothes dryers and exhaust farts to the exterior of the building. " 17. All fixtures are to be equipped with 130 volt "watt miser'llamps where applicable. to Electrical Contractor shall provide all heating, ventilating' and air conditioning pgwar " and Control wiring as required. t 19. Provide gll'motor control devices and wire same as directed. 20. Connect all telephone outlets as required by the telephone system. -Provide all telephone conduits, wiring, outlets and service requirements as directed"bythe owner and in accordance with the telephone utility company regulations.. 21. Prewirs for cetv,'dedicated computer wiring, "smart locations", audiolintercom, and sound system as directed by, owner. Provide and install'door chimes with two (2) coif; locations and audible chimes on all levels' in locations as directed by the Owner; !! ' :i z ` _ - " d �y P - - _. .. ,. _ - 22. Contraetgrto coordinate with owner as to locations for dedicated pater circglN;' i • Ethernet; locations and network wiring. Com, yI l ! 2 l 3' Contractor furnish install a complete fire detection and alarm system in compliance with all code and artmentl building 'de fire marshal Its - ?,t k i^ a JWp1 p 9 P ', r,, ,� r I l',,' LP 24, Contractor t4 furnish and install carbon monoxide and gas'detecHdnlalorm systems In i, :��, i ,~ :• '':d� compliance With all National,, State, County and Local codes or.requlrem turb; i pp 26. Contractor to provide a security system as directed by the Owner. '�� $ •'' - A ir- I - I - ,. 26. Submit cuts of all fixtures, devices and equipment for approval prior to crderllig. - ^ 27. Contractor to file applications for all permits and service connections a� pay - •• ( j `1- - l\ fees for Installation and connection charges, s 1Ve11'as a all I 23,. Electrical Contractor shall furnish a Corticate of Inspection from the Board of Fire-"� I I �, I i " Uhderwrltdrs upon completion of the Work under his cogtract. Such certificate.shall indicate the approval of the work installed and ofthe complete electrical'sysbftn. 29.hlicticid sastemthe weatherdirtals of ameat*ahown provide 0ed bmMalate r and materialal .� and a oration e a Y i aeras a p, AI lobo s v .I - uired'to: roduCe ihlsehd rest snail be indadatl'in Coatractor_'s bid. - ri �,y., v' � , r a�rlsnW+Ir � / � yte9 P W � / "-30. AnY ori: - :,:.wn as dire w for Laura a LillianLillian, Simpson. `a I' \ s ;A r .j i 1 , a 1 �,,, ,r t:; '- _, " • I:"C� G E NVQ : SSi EDA ��lT'TJ M'>lCrr ro _ Stir 0 T .1ETA'. � STI AN �'j�h t��a+-►' ��� �.i� .4 -'EXISTING 'WORK e MARS _ _ --- = irchitdct -r ,� TO BE REMOVED wwne" 26 . a -=+ice 1 Lr, .d h=,l -T' I til � C2 „ EXI9TINOWORK,' 1230Tra aterS�treet,'Southotdwr7A�JPl4Y Asnazo ri : t, ",` -r r• .. 24'1.+.+x. L_- rc...r .. - i yam- ..�. 1 .- .2' - - . - TO REMAIN �• � _ N.Y..11971 � N.Y n=l=�s.Issus. raz atvina=zher.; � L 83k-78 fr4°38 ''uer,we .: , ' NEW-IMORK T¢ ATp,OF NEW 1 ,. S. rU INSTAL400A A.... J. .. . .. .. . .,, ., ..; :�, '..,. � .�,: ,., ,. ✓, .,•' ,. -: ,„ ., -,., � � .. ;, ,,� / ...- I �'l. ,-.,��wc,.Cuefw:u`i0ww15�w.-err• 'I�,fe.r,�e^aG:....,r.u£R43'LL�r�L��iri:v'n,,.,i+.��bswe.�..ss�.+.e'”.4wz'iL"as;ekduu•:rer,.w.t:t'.,.,..-�..sur,F'r:a,ln..,c.il�.vn.w.�wr,'.rzvldrm,rsse ''•'",�•,.•u'+,�k'$Y. i: '.rs:,a'ktEw,v.t.lsh:«n„