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Home My WebLink About34265-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34174 ~te: 01/25/10 TNIS ¢~aTIFIES that the building NEW DWELLING Location of Property: 770 PINEWOOD RD CUTCHOGUE (HOUSE NO.) (STREET) (HAMLET) Co%lnty Tax Map NO. 473889 Section 110 Block 5 Lot 24 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 30, 2008 pursuant to which Building Permit No. 34265-Z dated OCTOBER 31, 2008 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 ONE FAMILY DWELLING WITH COVERED FRONT AND REAR PORCHES AND ATTACHED GARAGE AS APPLIED FOR PER ZBA #6203, DATED 10/16/08. The certificate is issued to PAUL J SILANSKY (OWNER) of the aforesaid building. SUFFOLK COUNTYDEPARTMENTOFHEALTHAPPROVAL R10-08-0028 B~.~-~-KICAL C~KTIFICATE NO. 128392H I~L~4BERS C~RTIFICATION D;~£~3 11/05/09 D'D-LESSANDRO Ol/2O/lO 11/06/09 Authorized Signature Rev. 1/81 Form No. 6 TOVE~I oF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be fired in by typewriter or ink and submitted to the Building Department with the following: · A. For new building or new use: I. Final· survey of pmperty 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 ius~allation from Board of Fire Underwriters. 4. Sworn statement from plumbor 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 Gode.Compliance. from architect or engineer responsible for the building. 6. Submit Planning Board Approval of ~ompleted site plan requirements. B. For e~isfing 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 / New Construction: ~ / 'LoCation of Property: 7 7L) House No. Owner Or Owners of Property: Vfd.l 1 Suffolk CountyTax Map No 1000, Section - 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25,00, AccossoD, 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 Certificat~of Occupancy - Residential $15.00, Commercial $15.00 Date. Old or Pre-existing Building: Street Itl 0 Block subdivision Permitr o. $ qg6 · Health Dept. Approval: Planning Board Approval: Filed Map. DateofPcrmit. /~9/~ i/~9c( Applicant: ~ Underwriters Approval: .R~quest for: Fee Submitted: $ Temporary Certificate (check one) . Ha~et Final Certificate: Lot Lot: ~(check one) Applicant Signatf Issue Date 11/6/2009 Electrical Inspection Certificate Electrical Inspection Service, Inc. Application Number 375 Dunton Avenue 128392H East Patchogue, NewYork 11772 (631) 286-6642 Issued To: Paul Silansky Street: 770 Pinewood Road Village: Cutchogue Zip: 11935 Section: Block: Lot: Contractor: Town: $outhold Lic. # Was examined and found to be in compliance with the National Electrical Code. Commercial [] NVDefecte ~ Pool ~ lstFIoor [] Indoor ;X] Basement [] HotTub Residential [~ Der. Garage ~ Attic [] 2nd Floor [] Outdoor [] Addition [, Survey Switches Receptacles Fixtures 39 26 47 Dishwasher Washer/Amps Dryer/Amps 1/20a I 20 I Gas Furnace Oil Gas Circulators 1 x Meter Amps Phase UG/OH Jacuzzi I 200 I [] / 1/20a Bldg. Permit: Other Equipment 1-200 amp M/B Panel/1-100 amp Subpanel/ 1-60 amp A/C Disc./3-Co/Smoke/3-60 amp Water Heater Disc./1-Garage Door Opener Recept. GFI Heaters A/C Fans 25 3 Oven Range/Amps Microwaves 1/20a Smoke Detector Bell Transformer 2 1 Television CO Detector Hugo S. Surdi President 05/27/2009 John McMahon III This ced~ficate must not be altered in any manner. Inspectom may be identif'~d by their credentials. Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (63 I) 765-1802 Fax (63 I) 765-9502 BUILDING DEPARTMENT TOWN OF SOWI~OLD CERTIFICATION Building Permit No. ~.~'~o Owner: ~'~.~ (Please print) plum er: (Please print) Date: ///_~/a~' I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Sworn to before mc this day °f~i~~("/~~ Notaly Public, ~C~C3 [ L County S,gaat ¢) CARA BALDO Notary Public State of New York NO 01BA6134969 Qualified in Sulfolk Co,u. nty COMMISSION FYr~ ~F¢ ~C~,~t/2O~// 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. 34265 Z Date OCTOBER 31, 2008 Permission is hereby granted to: PAUL SILANSKY 745 PINEWOOD RD ~ ~%\ p,'~ ~'~g~ for : CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED GAR3kGE, & COVERED FRONT & REAR PORCHES PER ZBA AS APPLIED FOR at premises located at County Tax Map No. 473889 Section 110 pursuant to application dated OCTOBER Building Inspector to expire on APRIL 770 PINEWOOD RD CUTCHOGUE Block 0005 Lot No. 024 30, 2008 and approved by the 31, 2010. Fee $ 1,956.80 Authorized Signature ORIGINAL Rev. 5/8/02 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ~ FOUNDATION 1ST [ ] FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. [ ]INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION REMARKS: INSPECTOR _-~~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ [~ FOUNDATION 2ND [ [ ]FRAMING / STRAPPING [ [ ]FIREPLACE & CHIMNEY [ [ ]FIRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION REMARKS: DATE J~-~q~_ o ~ INSPECTOR~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [~[FRAMING'~TRAPPING~ [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PEI~,-..ATION REMARKS: ~, ~ O~.~ / DATE 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~!~~ ~ DATE '-~- ~ -~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ]FRAMING / STRAPPING [ ] FINAL [ ]FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION ~/FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION REMARKS: INSPECTION [ ] ~HI=LBG. [/.~'INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION DATE ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] INSULATION [~FI NAL ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: INSPECTOR~'~ DATE Carmelhill Architects Edward Koenig - Registered Architect 16 William Avenue East Islip, NY 11730-2305 Phone 631-277-3337 Fax 631-277-7277 Email: EKoen .q~.CARMELHILL.COM CARMELHILL ARCHITECTS Webpage: www. CARMELHILL.com Southold Building Department George - Residential Building Inspector 54375 Main Road Southold, NY 11791-4646 May 28th, 2009 Re: Paul Silansky 770 Pinewood Road Cutchogue, NY 11935-2218 District 1000 - Section 110 - Block 5 - Lot 24 Dear Sir or Madam, I, Edward Koenig, a NY State Licensed Amhitect observed the plumbing waste lines at 770 Pinewood Road, Cutchogue, NY on May 28th, 2009. I have reviewed the Town of Southold approved construction documents which I drafted and I certi~ that the plumbing has been installed in compliance with those drawings and in compliance with the Residential Code of New York State. I make this certification to the Town knowing that the Town of Southold is relying upon my inspection as a step in the land owner obtaining a Certificate of Occupancy for the structure. Edward ~.A.~~~ Carmelhill Architects ~ Cc: Paul Silansky ~:l ,B I/~SPECTION REPORT I DATE flNS~ATION PER N. Y. STATE ENERGY CODE F~ TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined Approved Disapproved a/c fO)(, 20 O~ Expiration PERMIT NO. BUILDING PERMIT APPLICATION CHECKL Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Surve~ Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm-Water Assessment Form Contact: Mail to: Phone: ' Building Inspector APPLICATION FOR BUILDING PERMIT Date 0 ")-0 ~ 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an additioff~fx 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. // ~q~ (Signatur~ame, ifa corporation) (Mailing address of applicant) 00(911 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises /0~Yt4~ ~/~tO'~$~..~ (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. gig Location of land on which proposed ~ork will be done: House Number Street Hamlet Block 5" Filed Map No. County Tax Map No. 1000 Section /lO Lot 2-"t Subdivision ~.,6'O'a' ~£c4c Lot 2. Stale 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 v~- Addition Alteration Demolition Other Work (Description) Fee (To be paid on filing this application) I~", Number of dwelling units on each floor ~ 8~,'qa,~,l Repair Removal Estimated Cost If dwelling, number of dwelling units 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 Height Number of Stories Rear Depth Dimensions of same structure with alterations or additions: Front Depth Height 8. Dimensions of entire new construction: Front Height Z"t',o' Number of Stories I 9. Size of lot: Front /Oo,t',l Rear /OO~ Number of Stories Rear .Depth /~/0. o Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated ~g--~ct o 12. Does proposed construction violate any zoning law, ordinance or regulation? YES __ NO ~ 13. Will lot be re-graded? YES__ NO__ Will excess fill be removed from premises? YES NO~: 14. NamesofOwnerofpremises ~t~'~ ll~-t}vl~--Y Address ~/ t%?,,-~' t:rt.~ PhoneNo. 8t~o-I~r-~'~gr' Name of Architect ~ [~.o~'~t{~ Address lb I~,lt,~4,a,~ ~-~ Phone No ~9'~-1517 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO .,~ * IF ~ES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO__ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES__ NO ')( · IF YES, PROVIDE A COFY. STATE OF NEW YORK) SS: COUNTY OF ~ ~ ~__2~ I ~ i'} ~'vq~ ~x] being duly sworn, deposes and says that (s)he is the applicant (Name of individual signilig contract) above named, (S)He is thc ~ (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are tree to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Swom to before me this day of Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.C.T.M. #: Ioo° i~o ~ ~ District Section Block Lot THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A STORM-WATER, GRADING, DRAINAGE AND EROSION CONTROL PLAN CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. Item Number: (NOTE: A Check Mark (~) for each Question is Required for a Complete Application) Yes No 1 2 3 4 5 6 7 8 9 Will this Project Retain All Storm-Water Run-Off Generated by a Two (2") Inch Rainfall on Site? (This item will include all run-off created by site clearing and/or construction activities as well as all Site improvements and the permanent creation of impervious surfaces.) Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size & Location? This Item shall include all Proposed Grade Changes and S opes Controlling Surface WaterFIow! Will this Project Require any Land Fifling, Grading or Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of F ve Thousand (5,000) Square Feet of Ground Surface? Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction or within One Hundred (100') feet of a Wetland or Beach? Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen (15) feet of Vertical Rise to One Hundred (100') of Horizontal Distance? Will Driveways, Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off into and/or in the direction of a Town right-of-way? Will this Project Require the Placement of Material, Removal of Vegetation and/or the Construction of any Item Within the Town Right-of-Way or Road Shoulder Area? (This Item will NOT include the Installation of Driveway Aprons.) Will this Project Require Site Preparation within the One Hundred (lO0) Year F oodp a n of any Watercourse? NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in the Sox, a Storm-Water, Grading, Drainage & Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Permltl EXEMPTION: Yes No Does this project meet the minimum standards for classification as an Agricultural Project? Note: If You Answered Yes to this Question, a Storm-Water, Grading, Drainage & Erosion Control Plan is NOT Requiredl -- v/ STATE OF NEW YORK, .._~OUNTY OF ....~i~.~.... SS That l, ~)d that he/she is d~e ........... ~.. ..................................................................................... {O~er, Contractor. Agent, Co.orate Offi~r, etc.) O~er and/or representative of d)e O~er o[ O~]er's, ;md is duly aud)orized to perform or have performed d)e s;dd work ;md to m~c ;md fil~ ~is application; that ~l statemen~ contained in fliJs applicaQun are true to thc best o[bis ~owledgc and belief; and · at d~e work will be performed in d)c manner set [ord~ in die application tiled here~fl~. Sworn tu before me d6s; ............ ............................... .................... FORM- 06/07 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT NOTICE OF DISAPPROVAL DATE: July 21, 2008 TO: Paul Silansky 4 Alpine Rd. Burlington, Ct. 06013 Please take notice that your application dated July 9, 2008 For a permit for construction of a single family dwelling at Location of property: 770 Pinewood Road, Cutchogue, NY County Tax Map No. 1000 - Section 110 Block 5 Lot 24 Is returned herewith and disapproved on the following grounds: The proposed construction of a new single family dwelling on a non-conforming 14,000 sq. ft. parcel, is not permitted pursuant to Article XXIII Section 280-124 which states: "This section is intended to provide minimum standards for granting of a building permit for the principal buildings of lots which are recognized by the town under 280-9, are nonconforming and have not merged pursuant to 280-10." The maximum permitted lot coverage is 20%. The proposed dwelling indicates lot coverage of 22.33%. ~-A~uth0rizei Sign2ture Jul 21 08 10:14a Edward Koenig 631-277-7277 Carmelhill Architects Edward Koenig - Registered Architect 16 William Avenue East Is~ip, NY 11730-2305 Phone 631-277-3337 Fax 631-277-7277 Email: EKoeni.q~CARMELHILL.COM Webpage: www. CARMELHILL.com CARMELHILL ARCHITECTS South Town Hall Building Deparb,ent 54375 Main Road Southold, NY 11971 July 21st, 2008 Re; Paul Silansky 770 Pinewood Road Cutchogue, NY 11935-2218 District 1000, Section 110, Block 5, lot 24 Dear Pat, I reviewed the square footages on Paul Silansky's project. The exact square footages for his variance review process am: First floor living space: Front r/o porch: Rear r/o porch: Total 2,795 s.f. 160 s.f. 171 s.f. 3,126 s.f. = 22.33% lot coverage Mr. Silansky can sign this calculation as an affidavit for his vadance hearing. If you have any questions please don't hesitate to call me. Sincerely, Edward Koen R.A., A.I.A. Carmelhill Architects BT-21-200B iO:15 SOUTHOLD BUILDING DEPT 16317659502 PRGE2 Cerl:aJri eed !:4 ® FiberGlass Blowing Insulation lilde Stat ~ment for DUlIUCI ~ ,~7 L~I.L~..I I I~.! I L ,u. un ........ - ............ ~ ...... Homeowner.ame/Jo~ffeName / ~~ ~ ~ U ~ ~ ~ HomeAdd~s . ~ ~ ~ , , JUN 4 2009 Installer/Con .CtO, (sion) C~m~..~ __ /7)~ePt. guilder (sign) Company Name Inspected By (sign if required) Date fillER ¢~ n~:n CAVmES THAT ARE COMPRESSION FIL~ED. NO. OF BAGS PER MAXIMUM k;;;;;~JM WEIGIfl'- MINIMUM R-VALUE 1,000 SQ. FT. SQ. FT. PER BAG POUNDS PER SQ. FT. TH~KNESS NO. OF BAGS PER MAXIMUM MINIMUM WEIGHT- R-VALUE 1,0~0 SQ* FT. SQ. FT. PER BAG POUNDS PER SO. Fi'. THICKNESS Manufacturer Insulation Fact Sheet This is CertainTeed Corporation Fiber Glass Blowing Insulation CertainTeed Corporation RO. Box 860 Valley Forge, PA 19482 CertainTeed £-I OPTIMA® THERMAL PERFORMANCE -- (BASED ON A NOMINAL 28 LB. BAG) OPTIMA® Loose Fill Insulation is manufactured for closed cavity application installed behind OPTIMA Fabric or equivalent. It should not be used for open blow applications. SIDEWALLS, CATHEDRAL CEIUNGS AND OTHER CLOSED CAVFnES THAT ARE COMPRESSION FILLED. NO. OF BAGS PER MAXIMUM BINIBUM WEIGHT- MINIMUM R-VALUE 1,{~0 SCI. FT. SQ. FT. PER BAG POUNDS PER SQ. FT. THICKNESS FLOORED AI'ncs--CLOSED CAVITIES THAT ARE NOT COMPRESSION FILLED. NO. OF BAGS PER MAXIMUM MINIMUM WEIGHT- MINIMUM R-VALUE 1,~ SQ. FT. SQ. FT. pER BAG POUNDS PER SQ. FT. THICKNESS To or)lain a Begs per Center, s of bag Weight per sq. ft. of Should n~ be READ THIS BEFORE YOU BUY What you should know about R-Values: The chart shows the R-Value of this insulation. R means resistance to heat flow. The higher the R-Value, the greater the insulating power. Compare insulation R-Values before you buy. There are other factors to consider. The amount of insulation you need depends mainly on the climate you live in. Also, your fuel savings from insulation will depend upon the climate, the type and size of your house, the amount of insulation already in your house, and your fuel use patterns and family size. If you buy too much insulation, it will cost you more than what you'll save on fuel. To get the marked R-Value, it is essential that this insulation be installed properly. APPROVED FOR USE IN THE BLOW-IN-BLANKET~ SYSTEM TOWN OF SOUTHOLD PROPERTY REC:ORD CARD OWN~ STRE~ --77~ WL~,GB DISTI.. SUB. LOT ~ ~ TYPE OF BUILDING RES.~// S~S. VL ~ FARM COMM. CB. MISC. Mkt. Value ~ND IMP. TOTAL DATE REMARKS~ AGE BUILDING CONDITION N~ NOeL BELOW ABOVE FA~ Acre Value Per Value Ac re Tillable 1 Tillable 2 Fillable 3 ~land ~wamplan~ FRONTAGE ON WATER 3rushland FRONTAGE ON ROAD ~ouse Plot DEPTH /~ total DOCK M. Bldg. Extension Extension Extension Porch Bath Basement Floors Ext. Walls Interior Finish Fire Place Heat Type Roof Rooms 1st Floor Recreation Room Rooms 2nd Floor Porch Dormer Breezeway Driveway Garage Patio Total Dinette K. LR, DR. BR. FIN. B. APPEALS BOARD MEMBERS Gerard Ih Goehringer, Chairman Ruth D. Oliva James Dinizio, Jr. Michael A. Simon Leslie Kanes Weisman http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 · Fax (631) 765-9064 Mailing Address: Southold Town Hall 53095 Main Road · IhO. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex/First Floor, North Fork Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF OCTOBER 16, 2008 ZBA # 6203 - Paul Silansky, Applicant Location of Property: 770 Pinewood Road, Cutchogue CTM 1000-110-5-24 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 further steps under SEQRA. PROPERTY FACTS/DESCRIPTIOI~: The applicant's lot is a vacant parcel containing 14,000 square feet, with 100.18 feet along Pinewood Road and depth of 140 feet. A site visit found an approximate 10 foot drop in elevation from the north to the south. BASIS OF APPLICATION: Code Section 280-124, based on the Building Inspector's July 21, 2008 Notice of Disapproval concerning a proposed dwelling on a nonconforming 14,000 square foot parcel, with a lot coverage exceeding the code limitation of 20% for all building area LWRP: This application is exempt under Chapter 268 (95) of the Town Code. FINDINGS OF ["ACT The Zoning Board of Appeals held a public hearing on this application on September 25, 2008, 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: Page 2 - October 16, 2008 ZBA # 6203 Paul Silansky, Applicant CTM 110-5~24 AREA VARIANCE RELIEF REQUESTED: The applicant wishes to build a single-family home containing 3,126 square feet. The lot coverage will exceed the 20% code limitation by 322 square feet, or 2.33%. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Town Law §267-b(3)(b)(3)(1). Grant of the variance will not produce an undesirable change to the neighborhood or a detriment to near by properties. The porches are necessary as enclosed entries during bad weather conditions. The owner stated that he did not realize there were two different calculations for lot coverage in the application, one by his surveyor dated January 30, 2008 showing 18.8% lot coverage, and later calculations on the map prepared by Carmelhill Architects with lot coverage at 22.3%. Although both maps appeared identical, the applicant found that the survey did not include the entries in the lot coverage calculations. The proposed setbacks are conforming to the zoning code, and the new house will be similar in style and size with others in the neighborhood. 2. Town Law §267-b(3)(b)(3)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance for the same reasons noted above. 3. Town Law §267-b(3)(b)(3)(3). The variance requested herein is not substantial at 2.3 % over the code limitation of 20%. 4. Town Law §267-b(3)do)(3)(5). The difficulty was not self created, except that the surveyor made an error and left off the porch and entryway in his original calculations. 5. Town Law ~267-b(3)(b)(3)(4). No evidence has been sub~nitted to suggest that a variance in this neighborhood ~vill have a negative impact. 6. Town Law ~2(;7-b. Grant of the relief requested is the lninitnum action necessary and adeqmtte to enable the applicant to enjoy the benefit of a new dwelling, while preserving and protecting the character of the neighborhoed 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 Vice C mrwoman Ohva, seconded by Ivlember Weisman, and duly Page 3 October 16, 2008 ZBA # 6203 Paul Silansky, Applicant CTM 110-5-24 carried, to GRANT the variance as applied for, as per drainage code (for drywells), and as shown on the Maps A-l, A-2, A-7-, A-8 prepared 5/30/08 by Edward Koenig, R.A., Carmelhill Architects. Any deviation fi'om the variance given such as extensions, or demohtions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Oliva (Chairwoman), Dinizio, Simon and Weisman. Chairman Goehringer xvas absent. This Resolution was duly adopted (4-0). RUTH D. OLIVA, VICE CHAIRWOMAN Approved for filing 10/~ c~ /2008 REScheck Software Version 4.1.4 Compliance Certificate Project Title: Silansky One Story Residence Report Date: 07102108 Data filename: C:\CAD-DRAWlNGS\SlLANSKY PAUL\SILANKSY ENERGY 5-26-08.rck Energy Code: 2007 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 15% Heating Degree Days: 5750 Construction Site: 770 Pinewood Road Cutchogue, NY 11935-2218 Owner/Agent: Paul Silansky 770 Pinewood Road Cutchogue, NY 11935-2218 860-305-7985 DesignedContractor: Edward Koenig - R.A. Carmelhill Architects 16 William Avenue East Islip, NY 11730-2305 631-277-3337 EKoenig@CARMELHILL.com Compliance: 11.3% Better Than Code Maximum UA: 389 Your UA: 345 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 1868 21.0 0.0 82 Wall 1: Wood Frame, 16" o.c. 1899 21.0 0.0 89 Door 1-entry door w/transmom: Solid 33 0.120 4 Door 2-11FD6068XXL w/IIFDG7216: Glass 51 0.330 17 Door 3-garage: Solid 20 0.120 2 Window 1-ITDH3464: Wood Frame:Double Pane with Low-E 15 0.330 5 Window 2-1TDH3464: Wood Frame:Double Pane with Low-E 15 0.330 5 Window 3-1TDH2236: Wood Frame:Double Pane with Low-E 5 0.330 2 Window 4-1TDH3040: Wood Frame:Double Pane with Low-E 8 0.330 3 Window 5-1TDH3672: Wood Frame:Double Pane with Low-E 18 0.330 6 Window 6-1TDH3672: Wood Frame:Double Pane with Low-E 18 0.330 6 Window 7-1TDH3672: Wood Frame:Double Pane with Low-E 18 0.330 6 Window 8-1TDH3056: Wood Frame:Double Pane with Low-E 11 0.330 4 Window 9-speacial transom: Wood Frame:Double Pane with Low-E 4 0.330 1 Window 10-1TDH4256: Wood Frame:Double Pane with Low-E 16 0.330 5 Window 11-special transom: Wood Frame:Double Pane with Low-E 11 0.330 4 Window 12-1TDH3056: Wood Frame:Double Pane with Low-E 11 0.330 4 Window 13-special transom: Wood Frame:Double Pane with Low-E 4 0.330 1 Window 14-1TDH2248-2W: Wood Frame:Double Pane with Low-E 15 0.330 5 Window 15-1TDH2660-2W: Wood Frame:Double Pane with Low-E 22 0.330 7 Window 16-1TDH3864: Wood Freme:Doub~e Pane with Low-E 17 0.330 6 Window 17-1TDH3464-2W: Wood Frame:Double Pane with Low-E 30 0.330 10 Ceiling 1: Flat Ceiling or Scissor Truss 1501 30.0 0.0 53 Ceiling 2: Cathedral Ceiling (no attic) 366 21.0 0.0 18 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 2007 New York 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. Project Title: Silansky One Story Residence Report date: 07/02108 Data tilename: C:\CAD-DRAWINGS\SILANSKY PAUL\SILANKSY ENERGY 5-26-08.rck Page 1 of 6 Name - Title Signature Project Title: Silansky One Story Residence Report date: 07/02/08 Data filename: C:\CAD-DRAWlNGS\SILANSKY PAUL\SILANKSY ENERGY 5-26-08.rck Page 2 of 6 REScheck Software Version 4.1.4 Inspection Checklist Date: 07/02/08 Ceilings: [] Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: [] Ceiling 2: Cathedral Ceiling (no attic), R-21.0 cavity insulation Comments: Above-Grade Walls: [] Wall 1: Wood Frame, 16" o.c., R-21.0 cavity insulation Comments: Windows: [] Window 1-1TDH3464: Wood Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, descdbe features: #Panes Frame Type Thermal Break? __ Yes Comments: [] Window 2-1TDH3464: Wood Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes Comments: No No [] Window 3-1TDH2236: Wood Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, descdbe features: #Panes Frame Type Thermal Break? __ Yes Comments: No Window 4-1TDH3040: Wood Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, descdbe features: #Panes Frame Type Thermal Break? __ Yes Comments: No Window 5-1TDH3672: Wood Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type -- Thermal Break? Yes Comments: No Window 6-1TDH3672: Wood Frame:Double Pane with Low-E U-factor: 0.330 For windows without labeled U-factors, descdbe features: #Panes Frame Type Thermal Break? __ Yes Comments: No Window 7-1TDH3672: Wood Frame:Double Pane with Low-E U-factor: 0.330 For windows without labeled U-factors, descdbe features: #Panes Frame Type Thermal Break? __ Yes Comments: . No [] Window 8-1TDH3056: Wood Frame:Double Pane with Low-E U-factor: 0.330 For windows without labeled U-factors, descdbe features: #Panes Frame Type Thermal Break? __ Yes Comments: No Project Title: Silansky One Story Residence Report date: 07/02/08 Data filename: C:\CAD-DRAWlNGS\SILANSKY PAUL\SILANKSY ENERGY 5-26-08.rck Page 3 of 6 I~ Window 9-speacial transom: Wood Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, descdbe features: #Panes Frame Type Thermal Break? __ Yes No Comments: [] Window 10-1TDH4256: Wood Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, descdbe features: #Panes Comments: Frame Type ____ Thermal Break? Yes __ No [] Window 11-special transom: Wood Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, descdbe features: #Panes Frame Type Thermal Break? __ Yes No Comments: [] Window 12-1TDH3056: Wood Frame:Double Pane with Low-E, U-factor: 0,330 For windows without labeled U-factors, descdbe features: #Panes Frame Type Thermal Break? Yes __ No Comments: Window 13-special transom: Wood Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, descdbe features: #Panes Frame Type __ Thermal Break? Yes __ No Comments: Window 14-1TDH2248-2W: Wood Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, descdbe features: #Panes Frame Type Thermal Break? __ Yes No Comments: Window 15-1TDH2660-2W: Wood Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, descdbe features: #Panes Frame Type Thermal Break? __ Yes No Comments: Window 16-1TDH3864: Wood Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, descdbe features: #Panes Frame Type Thermal Break? __ Yes Comments: No Window 17-1TDH3464-2W: Wood Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, descdbe features: #Panes Frame Type __ Thermal Break? Yes __ No Comments: Doors: [] Door 1-entry door w/transmom; Solid, U-factor: 0.120 Comments: [] Door 2-11FD6068XXL w/IIFDG7216: Glass, U-factor: 0.330 Comments: [] Door 3-garage: Solid, U-factor: 0.120 Comments: Floors: [] Floor 1: Ali-Wood Joist/Truss:Over Unconditioned Space, R-21.0 cavity insulation Comments: Air Leakage: [] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed. [] Recessed lights are 1) Type lC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non-lC rated, fixtures are installed with a 3" clearance from insulation. Project Title: Silansky One Story Residence Report date: 07/02/08 Data filename: C:\CAD-DRAWINGS\SILANSKY PAUL\SILANKSY ENERGY 5-26-08.rck Page 4 of 6 Vapor Retarder: I~ Installed on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: [] Materials and equipment are installed in accordance with the manufacturer's installation instructions. [] Materials and equipment are identified so that compliance can be determined. [] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. [] Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. [] Insulation is installed according to manufacturer's instructions, in substantial contact with the sur[ace being insulated, and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: [] Supply ducts in unconditioned attics or outside the building are insulated to at least R-8. [] Return ducts in unconditioned attics or outside the building are insulated to at least R-4. [] Supply ducts in unconditioned spaces are insulated to at least R-8. [] Return ducts in unconditioned spaces (except basements) are insulated to R-2. Insulation is not required on return ducts in basements. Duct Construction: [] All joints, seams, and connections are securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics are rated UL 181A or UL 181 B. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). [] The HVAC system provides a means for balancing air and water systems. Temperature Controls: [] Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [] Separate electdc meters exist for each dwelling unit. Fireplaces: [] Fireplaces are installed with tight fitting non-combustible fireplace doors. [] Fireplaces have a source of combustion air, as required by the Fireplace construction provisions of the Building Code of New York State, the Residential Code of New York State or the New York City Building Code, as applicable. Service Water Heating: [] Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [] Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: [] Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: [] All heated swimming pools have an on/off heater switch and a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps have a time clock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2, Project Title: Silansky One Story Residence Report date: 07/02/08 Data fllename: C:\CAD-DRAWINGS\SILANSKY PAUL\SILANKSY ENERGY 5-26-08.rek Page 5 of 6 Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1.25'* 1.5" to 2.0" Over Temperature (°F) 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Insulation Thickness in Inches by Pipe Sizes Fluid Temp. Piping System Types Range(OF) 2" Runouts 1" and Less 1.25" to 2.0" 2.5" to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1,5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD: (Building Department Use Only) Project Title: Silansky One Story Residence Report date: 07/02/08 Data filename: C:\CAD-DRAWINGS\SILANSKY PAUL\SILANKSY ENERGY 5-26-08.rck Page 6 of 6 Commonwealth Land Title Insurance Company 185 Old Country Road, Suite 2 Riverhead, NY 11901 Phone: (631) 727-7760 Fax: (631) 727-7818 Title No: RH08300165 Commonwealth STNGLE AND SEPARATE SEARCH COMMONWEALTH LAND TZTLE ZNSURANCE COMPANY DOES HEREBY CERTIFY TO: Olaen & Olsen~ LLP Main Road P.O. Box 706 Cutchogue, NY 11935 THAT it has caused a search to be made in the Office of the Clerk of the County of Suffolk, in the State of New York, against the premises described herein and property adjacent thereto on all sides from 09/18/8:[ to date to ascertain the fee chain of title respecting the premises described herein and the property adjacent thereto and has found only the returns as set forth herein on the following pages as they bear on record title; and Certifies that the owners of the premises described herein have owned the same in single and separate ownership as defined by law during this period of time. This Company's liability is limited to One Thousand ($1,000.00) Dollars. NO policy of insurance is to be issued hereunder. Premises: Pinewood Road, Cutchogue, NY :[:[935 District: 1000, Section: :[10.00, Block: 05.00, Lot(s): 024.000 County of: Suffolk Town of Southold Commonwealth Land Title Tnsurance Company Robert Gaffga //~_~/,/ Vice President Dated: 3anuary 15, 2008 Page i of 8 Title No: RH08300165 CHAZN OF TZTLE FOR SUBIECT PREMTSES: 1000 - 110.00 - 05.00 - 024.000 Deed Thomas B. Reeve, Janet Reeve Field, Madolin Fleet Barteau and Kenneth Fleet To Rev. Raymond Nugent Dated: Rec': Liber: 04/05/65 04/22/65 5733 pg 378 Rev. Raymond Nugent a/k/a Raymond Nugent died 01/28/05 and his Last Will & Testament was probated under Suffolk County Surrogate's Court File No. 399 p 2005. Deed loan A. Nugent, as Executor of the Last Will &Testament of Raymond H. Nugent a/k/a Rev. Raymond Nugent, deceased To loan A. Nugent Dated: Rec': Liber: 06/06/05 08/02/05 12401 pg 186 LAST DEED OF RECORD Commonwealth Land Title Insurance Company Vice President Subscribed and Sworn to this 11t~ day of February, 2008. Title No: RH08300165 CHATN OF TZTLE FOR PREMZSES AD3ACENT NORTH: 1000 - 110.00 - 05.00 - 023.000 Dq~d Thomas B. Reeve, Janet Reeve EieJd, Madolin Fleet Barteau and Kathryn Fleet To Edward R, Moreau Dated: Rec': Liber: 09/26/63 10/01/63 5424 pg 174 Edward R. Moreau died testate and his Last Will & Testament was admitted to probate under Suffolk County Surrogate's Court File No. 374 P 2000. Deed Howard Powe Pearson, as Executor of the Last Will & Testament of Edward Robert Moreau a/k/a Edward Moreau To Howard Powe Pearson Dated: 05/04/01 Rec': 05/15/01 Liber: 12118 pg 515 Howard Poe Pearson died intestate on 07/25/05 a resident of Naples, Florida, Ancillary Letters of Administration were issued under Suffolk County Surrogate's Court File No. 458 A 2006. Commonwe,~Land Title [~/~rance Company Robert Gaffga /C l Vice President Subscribed and Sworn to this 11th day of February, 2008. ;,' Notary Publid".~:,. '~';~;~ ~'¥'* ~ i~ Page ~ of 8 C~,~.~,~..~;~,,:~] :,.4,,,,.'. ggo~ Title No: RH08300165 Executor's Deed Stephen E. Watkins, as Ancillary Administrator of the Estate of Howard Poe Pearson, deceased To Ricci Albenda Dated: Rec': Liber: 10/12/07 11/05/07 12529 pg 144 LAST DEED OF RECORD Vice President Subscribed and Sworn to this 11th day of February, 2008. Notary Public C.~¢=~.~7~ Page 4 of 8 ~'~' Title No: RH08300165 CHAZN OF TZTLE FOR PREM][SES ADIACENT EAST: "pI'NEWOOD ROAD" Com mo n~U::~La ndBy: ('/~/.~/Title ~ny Subscribed and Sworn to this 11th day of February, 2008. Title No: RH08300165 CHATN OF TZTLE FOR PREMZSES AD3ACENT SOUTH: 1000 - 110.00 - 05.00 - 025.000 Deed Claire A. Wolff To Claire A. Chambrun Dated: Rec': Liber: 09/18/81 12/14/81 9116 pg 38 LAST DEED OF RECORD BY: Robert Gaffga Vice President Subscribed and Sworn to this 11th day of February, 2008. ~ Notary Public Page 6 of 8 Title No: RH08300165 CHAZN OF TZTLE FOR PREf4ZSES AD3ACENT WEST: 1000 - 110.00 - 05.00 - 050.000 Deed 3ohn N. Venteau a/k/a 3ohn Venteau To Michelle Venteau Dated: Rec': Liber: 10/12/76 10/18/76 8123 pg 510 Deed Michelle Venteau To Stephen Geraci and Susan Geraci, his wife Dated: Rec': Liber: 02/02/84 02/08/84 9509 pg 118 Deed Stephen Geraci and Susan Geraci, his wife To William 3. Dalton, 3r., and Patricia A. Dalton, his wife Dated: Rec': Liber: 06/05/86 06/12/86 10056 pg 560 Deed William 3. Dalton, 3r., and Patricia Dalton, his wife To William 3. Dalton, 3r. Dated: Rec': Liber: 11/02/95 01/16/96 11758 pg 377 Com mo~,,~ Land Title R o--~G~a~ffg a Vice President Subscribed and Sworn to this 11th day of February, 2008. Notary Public Page7 of 8 t'~' Title No: RH08300165 Deed William .1. Dalton, Jr. To William 1. Dalton, TTT and Christopher Dalton Dated: Rec': Liber: 06/03/04 09/22/04 12344 pg 911 Deed William 3. Dalton, III and Christopher Dalton To Dennis E. Sheehan and Susan K. Sheehan, being married to each other Dated: Rec': Liber: 08/12/05 08/25/05 12405 pg 760 LAST DEED OF RECORD Common,~ Land Title ~ ~:any Vice President ~\.~ Subscribed and Sworn to this 11TM day of February, 2008. p ~ ,~ ~ R0~/Pub~,c, Slale of New y~d~ age v ~.~. No. 01-KI~,6~0 50RVE'r' OF PROPERTY 51TUATE.' FLET5 NECK TOI,~N, .~X:;CJ'I'HOLD ~JFFOLK COUNTY, NY ~VE'r": JAN. ~0, 200,9. t;~'MI.5~.P HAY 720, 2.008 J. JNE 2~, 200b SUFFOLK C, OUNTY TAX # IOOO- IIO- 5- 24 SUFFOLK C~OUNTY DF.I~. OF HEALTH SERVIC'~$ R~F. # RI0 - 08 - 0028 DR~IN~6E C, ALC, ULATIONS, ROOF (DI,'~LLIN~) DINELLIN~ ROOF AREA 26~::2 5.F. 26~O X o.~ x I.o = ~ C.F. ~7 / 42~4 = IO~ VL.F. 2 ~'~" ~IA. X ~'-0" DE~H ~1~ POOL5 12 V~.F. PERCENT 6RADE FRON CESSPOOL TO PROPERTY' LINE NOTES, MONUHENT FOIJN~ PROPER'Pr' ZONE R 40 E~IILDIN6 .SE'i'~A6K5 PEP. NONC, ONFORMIN~ LOTS ~o = 14/DCK> 3. F. 0.~214 Acres AREA 26~,0 S.F. OR 18.8 % LOT ®R~PHIC SO,ALE I"= :~O' x N E JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.-\\Compaqserver~cos\08\08-109.pro SURVEY' OF= PROPERTY' ,SITUATE: FLEET5 NEC, t< TOIMN: ~U'rHOLD .GUt=FOLK COUNTY, NY SUIt, VET': .JAN. DO, 2008 SUFFOLK C, OUNT'¢ TAX :~ I000- I10- 5- 24 M¢Oonold T,csf. Hol,¢ el=51' 0.spARK BROI'tN LOAM PALE DROMN FINE TO OOARSE Dt:~NINA®E OALOULATIONS: ROOF (DMELLIN®) DIMELLIN~ ROOF AREA 26,D0 26D0 X 0.17 X 1.0 = 447 447 / 42.24 = 10.58 V.L.F. P-.Ed~UIP4ED PROVIDE 2 8'-0" DIA. X ~'-0" 12 V.L.F. PROVIDED NOTES: DEPTH DRAINACE POOLS MONUMENT FOUND PROPERTT ZONE R 4O BUILDIN® SETBACKS REF. NONCONFORMING LOTS Areo = 14~:DO0 S. F. Areo = 0.D214 Acres HOUSE AP. tEA 26D0 S.F. OR 18.8 ¢6 LOT COVERA®E ®RAPHIC SCALE I"= DO' N 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 P~IVERItFe~S.D, N.Y. 11901 369-8288 Fax 369-8287 REF.-\\Coml~aqserver~oms\08\08-109.1~ro JOHN C. EHLERS LAND SURVEYOR SUR//E¥ OF PROPERTY SITUATE: FLEET5 NECK TO~N: 50UTHOLO SUFFOLK COUNTY, NY SURVEY, JAN. ~0, 2008 REVISED HAY 20, 2006 JUNE 2~, 2006 JULY 25, 2~6, F~ATION LOG. OEO. 4, 2006 ~FOLK 6~N~ TAX ~ I000- I10- 5- 24 ~'r~ TO: DRAINAGE OAL~ULATIONS: ROOF (gl, NELL IN~) Dk',IELLIN~ ROOF AR~A 2~:> S.P. 2o~o x o.lg x ko = ~ C.F. ~3 / 4224: 10.5~ V.L.F. ~l~P 2 8'~" PlA. X ~'~" DEPTH P~l~ POOLS 12 VL.F. ~OVIPEP HONUHENT POUND PROPERTY ZONE t~ 4-0 E~ILDIN~ E:,ETt~,AC,~S f:EEF. NONC, ONFORNIN~ LOTS Area = 14~00 ~. F. ~eo 0.~214 ~r~s ~5E A~A 28~ S.P. O~ 18.8 · LOT OO~ PORCH A~A ~1¢ 5.F. OR 2.23~ LOT ~E N E ,,j 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.-\\CompaqserverXpros\08\08-109.pro JOHN C. EHLERS LAND SURVEYOR ..SURVEY OF PROPERTY 51TUATE: t=LEET5 NEOK TOP, IN, 5X:~THOLID E~IFFOLK COUNT'C, NY ~UR'~I~'r', JAN. 30, 2008 .SUFFOLK COUN"r~ TAX # I000- I10- 5- 24 PALE BROI. NN PINE TO COARSE SAND DP-.AINA~E CALCULATIONS: ROOF (Ok'/ELLI NC) DP~LLIN® P. OOP AREA 2630 S.F. 2630 X 0.1-/ X 1.0 = 44-/ C.P. 44-/ / 42.24 = 10.58 V.L.F. t~Ed;~UIt~ED PROVIDE 2 8'-O" PlA. × 6'-0" 12 V.L.F. PROVIDED NOTES: DEPTH DRAINA®E POOLS · PIONUPIENT POUND PROPER1'1' ZONE R 40 BUILDIN® SETBACKS REF. NONCONFOF~fdlN® LOTS Acco = 14~:DO0 S. P. Arco 0.3214 Acres HOUSE AREA 2630 S.F. OR 18.6 · LOT CO"/ERA®E ®F~',PHIC SCALE I"= :~0' N JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.-\\Compaclserverkoros\08\08-109.1~o 51TUATE= FLEETS NECK TO~N, 50UTHOLP SUFFOLK OOUNTY, NY 5L~VE¥~ JAN. DO, 2008 REVI.SED HAT 20, 2008 ~UN5 2D, 2008 JULY 25, 2008, FOUNDATION LO~. ~5C. 4, 200~ FIN~ ~ NOV. ~O, 200~ ~FFOLK G~N~ TAX ~ I~0- I10- 5- 24 ~'l'~'~ TO: S~LK CO~ D~. OF ~ NOTES, HONUHENT FOUND A~oo = 14~:3OO 5. F. A~o~ = O.~214 Acre~ ~RAPHIG ~1~ ??O Ptoe Wood Rd )) Cutchogue~ NY 1193~-2218 LOCATION MAP NO SCALE LOCATION MAP NO SCALE GLAZED OPENING PROTECTION REQUIREMENTS FOR ALL PROPOSED WINDOW AND GLAZED DOOR OPENINGS SHALL BE PROTECTED WITH PRECUT PLYWOOD PANELS AS DESCRIBED BELOW. Amendment to drawings for compliance with Residential Code of New York State Sechen R$13.4 W~nd-Borne Debris protection R613,4 Wind-borne debris protection. Protection of exterior windows and glass doors in buildings located in hurricane- pine regions from wi~d-bom¢ debris shall be in accordance with Section R301,2.1.2, IO01.2,1.2 Internal pressure, Windows in buildings lo- cated in wind-borne debris re~ions shall have glazed openings protested from wind-borne debris or the build- ing shall he designed as a partially enclosed building in cordance with thc ~3uilding Code ~. Glazed opening protection for wind-borne debris shah mast the requirements oFthe Large Missile TBSt of ASTM E 1996 and ofASTM E 1886 referenced therein. Exception: Wood sttuctam[ paacls with a minimum thickness of ?/16 inch. ( i 1.1 mm) and a roaximum span of 8 fact (2438 mm) shall be permitted for opening protection in one- and two-story buildings. Panels shall bD pregin th anver the glazed openings with attachroant hardware provided. Attactunents shall be provided in abcordaace with Table R301,2,1.2 or shale bs dssigned to resist the components and cladding loads determined in accordance with the provisions o t'the Building Code WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANEL8m,b~d FASTENER TYPE Panel span s; 4foot FASTENER BPACING lOtt 12" 16" 12" Wood 6crcw6 FOrSI: I inCh = 25,4 mm, 1 foot = 304.8 mm, I potmd = 0.454 kB, I mile per hour= 1,609 km/h, DISTRICT 1000, SECTION 110, BLOCK 5, LOT 24 ZONED RESIDENTIALL R40 SINGLE FAMILY RESIDENCE R-3 PERMANENT RE,SIDENTIAL OCCUPANCy CLASSIFICATION TYPE 5 ORDINARY VMOOD FRAME CONSTRUCTION 2,795 S.F. ONE STORY RESIDENCE 180 S.F. FRONT R/O IPORCH 171 S.F. REAR R/O P'ORCH ~ ..... iAND GEOGRAPHIC D_ESI~_I~GN WiND SEISMIC SUBJECT TO DAN, AGE WINTER SPEED DESIGN" -- DESIGN CATEGORY TEMP. WEATHERING B~VERE 120 FROST LINE SS" 11 DEG. DEPTH ZONE 4 WIND BORNE SUFFOLK DEBRIS AREA TERMITE MOD. TO HEAVY 5750 HDD EXPOSURE B DECAy SLIGHT TO CRITERIA ICE SHIELD FLO['~OD AIR UNDER- HAZARDS FREEZING LAYMENT INDEX REQUIRED WITHIN 2'-0" NONE RIVEBHEAD OF EAVES 5t0 MiNiMUM UNIFORM DISTRIBUTED LOADS USE EXTERIOR BALCONIES DECKS PASSENGER VEHICLE GARAGES AWlCB WITHOUT SFORAi~E ~'~ESS THAN 42" CLBAR I~l Al=rICE WITH BTDRA~GE (MORE THAN 4~' CLEAR Hl ROOMS OTHER THAN SLEEPING ROOMS SLEEPING ROOMS STAIRS GUARDBAILS AND HANDRAILS ~ ROOF LOADING (LIVE = GROUND SnOW L'D~D ADJUSTMENTS AS PER TABLE Rg01.5 OF T~E~ RESIDENTIAL CODE OF NEW YORK STATE) ~ ALLOWABLE DEFLECT*ION OF LIVE LOAD DEAD LOAD 60 PSF 10 PSF 40 PSF 10 PSF 50 PSF AS PER PLAN 1S PSF 10 PSF 20 PSF 10 PSF 40 PSF 10 PSF 30 PSF 10 PSF 40 PSF 10 PSF 200 PSF 10 PSF 12 PSF FOR 20 PSF ATTIC 15 PSF FOR CATHEDRAL RSl01~E O~: 'l:~E R~61DC[~ITI~L OOD~ OF NEW REFER TO TABLE YORK STATE) STRUCTURAL MEMBER NO FINISHED CEILIN{G A~ACHED TO RA~ER~ INTERIOR WALLS AND PARTITIONS . H/180 ~TERIOR WALLS WIITH P~STER OR STUCCO FINCH H~60 ~EXTERIOR WALLS - W ND LOADS a. WTH FLEXIB~E FINISHES U120 NOTE: L = SPAN LENGTH H = SPAN HEIGHT a THE WIND LOAD SHAEL BE ERMINED TO BE ' KEN AS 0 7 TIMES THE COMPO HEREIN. USE IS b. FOR CANTILEVER MEMBERS, t SHALL BE TAKE" AS ~ CE THE LENGTH OF T~JTH ,. OF C' 'CUP/ ALI ,~E A 1 TITLE SHEET 1 PL -i .-- ,r.' i~~ A 2 TITLE SHEET 2 ~F~CA~ A-3 TITLE SHEET 3 A-4 FOUNDATIONP~ . ~;~;'":' r :' I co.smucr o. p U / ~-7 ELEVATIONS . ~-8 ELEVATIONS / A-9.1 SECTIONS ' .... / a 9 2 SECTIONS - · FRA~I~ UNTil SURVEY / ~.4~ ~T~ I/0 4 ' OF FOUNDATION LOUAIIUN n /~ ~ I~l~ m HAS BEEN APPROVED. A-11 DETAILS 2 ~D~nv:n ~ ~,~,=. , A-12 SCHEDULES & CANINET FOLLOWING INSPECTIONS: I. FOUNDATION · TWO REQUIRED FOR POUEED CONCRETE 2, ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.C. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OFTHE CODES YORN STATE. NOT RESPONSIBI RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 238 OF THE TOWN CODE. ~TH g LICENSE NUMBER: 910S9 IIII IIIIlllll IIII lilt 2 1 Mark 5/30/08 Issued for client review, 5/20/08 Issued for client review. Date DescriDtion Issue/Revision Issued for client review. Project ID Silansky CAD File Name SILANSKY 3 FINAL.mcd Drawn By E KOENIG Chocked By E KOENIG Issue Date: 5/30/08 Plot Date: Reviewed by E KOENIG Designed by E KOENIG SubmiRed By E KOENIG ~D rawing Code r Architect's Seal Drawing Code CARMELHILL ARCHITECTS TE www. CARMELHILL.com Architecture Rrm CARMELHILL ARCHITECTS EDWARD KOENIG - B.A., N.C.A.R.B. 16 William Avenue East Islip, NY 11730-2305 631-277-3337 Web Page: www.CARMELHILL.com Eroail: EKoenig@CARMELHILLcom ~rojeat Title Silansk?. Residence 770 PINEWOOD ROAD CUTCHOGUE, NY 11935-2218 860-305-7985 ~U~DERWRITERS CERT1FICATEt REQUIRED Sheet Title TITLE SHEET 1 Drawing No. NAILING & CONNEC3 ~IS REQUIRED. ALL CONSTP! MEET '[HE F, EC, i coDES COMPLY AS REQ/UIPi~D~,ND CONDitiONS OF ~ ' · S~UTHOLD TOWN ZBA SO'HOLD TOWN PL~NNIN6 ~OARD SOUTNOLD T?N TRUST~ES N ¥S DEC ATrlC 3/4" CW ............ 'T .......~ r ¥ ............ ~ ..... COMMON BATH RISER DIAGRAM 3" ROOF VENT THROUGH ROOF ATTIC .............. -!, TUB 2m FIRST FLOOR 4II ro EXISTING IWATER SUPPLY LINES TO BE "L" COPPER. WASTE MAIN 1VENT LINES TO BE CAST IRON OR PVC. WASTE LINES TO SE CAST IRON OR PVC. MASTER BATHROOM RISER DIAGRAM A'CrlC 3/4" CW _ _3/_4,_' _H_W_ ........... L ............................. 3II REFRIG, FIRST FLOOR TO EXISTING 4" WASTE MAIN IWATER SUPPLY LINES TO BE "L" COPPER. tVENT LINES TO BE CAST IRON OR PVC, WASTE LINES TO BE CAST IRON OR PVC. KITCHEN RISER DIAGRAM NOT TO SCALE 2001 Nailing Schedule Joint Description ~rTo To Plate (Toe Nailed) Joist To Top Plate (Toe Nailed) Joist To Paraflel Rstter (Face Nailed) Ceiling Joist Laps Over Paddions (Face Nalle¢ Collar 33e To Rafter (Face Nailed) iTc Rafter ('Toe Nailed) Rim Board To Rafter IEnd Nailed) Plates.M IrdersecUone (Face Nailed) ]tud To Stud (Face Nailed) (Face Nailed) ;End Nalle~) 3ottom Plata To:Floor Jolet~ Bandjelst~ Endlolst~ Number Of Nails Common Nails GOF FRAMING see Table 3.41 ~es Table 3.4~ See table 3.9/ See table Bee table 3.6/ 2-8d Boz Nails see Table 3.4~ sesTable 3.4~ See table 3.6) See table 3.9) See table 3.6,~ 3-16d Nail Spacing PerRaher PerJolst Each Lap Each Lap PerTie Each End Each End WA[J-FRAMiNG 2-16d 2-16d PerFoot FLOOR FRAMING l§d 1 Sd Table 3-16d Joints- Each Side 1§" C.C. Non~ Edges PerFoot 'F Gtructurai Panels 4-Sd 4-1Od Per Jctst 3-8d 2-10d Each End 3-6d 3-10d Each End 3-1 Sd 4-16d Each Block 3-1 Sd 4-1 Sd Each Joist 3-8d 3-1 Od Per Joist 3-1 Sd 4-16d Per Joist 2-16d 3-16d Per Foot ~OOF SHEATHING 8d 10d 2-8d 2-10d 3-8d 3-10d CEILING GNEATHING 3es Table 3.11 PerSupport PerSuppo~ Fiberboard Pansls~ Hardboard Partlcleboard Panels 6d 6d 5d Coolers 6d 6d 5d Coolers 1Od 8d 8d Table 3.1' Table 3,11 ) manufacturs~ 1 · X 1E' Or Wider 3-8d 3-1 Od FLOOR SHEATHING 1" or Lees s 11Z~ Field Greater Than 1" 8d I Od 18" Field 1Od l§d ~T HB L,CE.~E ~UMBEB: ~oa~ IIII IIIIIIIII IIII IIII 2 1 5/30/08 Issued for client review. 5/20/08 Issued for client review. Date Description Issue/Revision Issued for client review. Project ID Silansky CAD File Name SILANSKY 3 FINAL.mcd Drawn By E KOENIG Checked By E KOENIG Issue Date: 5./30/08 Plot Date: Reviewed by E KOENIG Designed by E KOENIG Submitted By E KOENIG Drawin,q Code CARMELHILL ARCHITECTS / /' www. CARMELHILL.com PR PORC. \ '. (,C.~P? ? ,re Firm N CARMELHILL ARCHITECTS EDWARD KOENIG - R.A., N.C.A.R.B. LINE OF MAXIMUMS\ PLOT PLAN East Islip, NY 11730-2305 631-277-3337 Web Page: Www. CARMELHILL.com Email: EKoenig~CARMELHILL.com Silansky Re-~idence NN ..'" 770 PINEWOOD ROAD / ,.j>~ '. /., CU~OH?GUE, NY 11935-2218 LINE. SEE DETAIL SCALE: 1" = 20'-0" PLOT pLAN iNFORMATION OBTAINED FROM SURVEY JOHN C. ERLERS LAND SURVEYOR 6 EAST MAIN STREET RiVERHEAD, NY 11901 631-3664~.88 LOT AREA: 14,000 S.F. FLOOR AREA' 3,126 23 S.F, FLOOR AREA RAT!_~!~= ~ LOT COVERAGE: ~ LOT COVERAGE RATIO: 22.33% Drawing NO. A-2 of 13 MASONRY CHIMNEY: SHALL BE EXTENDED AND CONSTRUCTED TO MATCH EXIST NC. USE BEST ' GYPSUM WALLBOARD SHALL BE FIREPROOF GYPSUM CORE, nEC:~-~-~-~-I ' EDGE FABRICATED SERVICE GROUNDING: GROUND THE WIRING SYSTEM OF THE PREMISES WITH A GROUNDING ~J:~;]~ES. MATCH' BRICK TO MATCH AND ALIGN WITH EXISTING WALLBOARD OF THICKNESS NOTED IN THE CONSTRUCTION DRAWINGS GYPSUM CORE SHALL ELECTRODE CONNECTED, IN ACCORDANCE WITH SECTION E3507 AND SIZED IN ACCORDANCE ALL CONSTRUCTION COMPLY FULLY WITH THE 2007 EDITIONS OF THE BUILDING CODE OF NEW BE ENCASED ENTIRELY WiTH HEAVY MANILA FINISHED PAPER ON FACE SIDE AND STRONG WITH E35P3.1 AND TABLE E3503.1. ROD ELECTRODE IS TO BE MADE OF ZINC COATED IRON OR YORK STATE, THE RESIDENTIAL CODE OF NEW YORK STATE, AND THE AFPA/WFCM 2001 HIGH ALL BRICK TO COMPLY TO STANDARD SPECIFICATIONS FOR BUILDING BRICK ASTM C216-70 AND LINER PAPER ON BACK SIDE. WALLBOARD SHALL BE 4 FEET WIDE AND iN LENGTHS OF 6, 7, 8, 9, STEEL, SHALL BE 5/6" MINIMUM DIAMETER, AND SHALL BE 8'4" LONG. NON-FERROUS ROD IS TO WIND MANUAL, AND THE APPLICABLE PROVISIONS OF O.S,H.A.. ALL CONSTRUCTION AND SHALL BE STRUCTURAL CLAY BRICK GRADE SW. MORTAR FOR BRICK TO BE TYPE 1. MASONRY 10 OR t2 FEET TO FiT THE JOB NEEDS AND TO OFFER AS FEW END AND EDGE JOINTS AS BE 1/2" MINIMUM DIAMETER, IN ACCORDANCE WITH E3508.2.1. CONSTRUCTION METHODS MUST COMPLY WITH ALL FEDERAL, STATE, AND LOCAL CODES, UNITS SHALL BE CLEARLY IDENTIFIED TO SHOW GRADE OF UNITS AND COMPRESSIVE POSSIBLE IN FINISHED JOB. WALLBOARD SHALL BE tNSTALLED ON SIDEWALLS WITH SHEETS ORDINANCES, RULES, AND REGULATIONS. ALL REQUIREMENTS IN THE CODE SHALL BE STRENGTH. PLACED HORIZONTALLY ACROSS FRAMING AND ON CEILINGS WITH LONG EDGES PARALLELED ALL ELECTRICAL WORK TO BE INSTALLED SHALL BE IN ACCORDANCE WITH THE N.E.C. AND ADHERED TO AS IF THEY WERE CALLED FOR, OR SHOWN ON THE DRAWINGS. THIS SHALL NOT AND BROKEN ON FRAMING MEMBERS. SCREW 6 INCHES ON CENTER WITH 1/4" INCH HEAD, 1-tl4 SHALL BE U.L. APPROVED, ALL EQUIPMENT SHALL COMPLY WITH N.E.C. 110.3. BE CONSTRUED TO MEAN THAT ANY REQUIREMENTS FORTH ON THE DRAWINGS MAY BE ~ iNCH LONG. .098 GAUGE MINIMUM SHEET ROCK SCREWS WALLBOARD INSTALLATION, TAPING [~1 T ][ MODIFIED BECAUSE THEY ARE MORE STRINGENT THAN CODE REQUIREMENTS OR BECAUSE AND JOINTING SHALL BE DONE BY CRAFTSMEN SKI LLED IN THIS WI3RK SO THAT AL LFITFED UPON COMPLETION OF WORK, TESTIN STALLAT,ON THOROUGHLY AND RENDER iT FREE FROM ~]~~ THEY ARE NOT SPECIFICALLY REQUIRED BY CODE. GENERAL. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL WORK UNDER THIS HEADING EDGES AGAINST MILLWORK ARE SCRIBED NEATLY AND ACCURATELY. ALL CEILING END JOINTS SHORTS, GROUNDS, OR IMPROPER CONNECTIONS. AS SPECIFIED HEREIN AND SHOWN IN THE CONSTRUCTION DRAWINGS, ALL WORK SHALL BE AND SIDEWALL EDGE JOINTS SHALL BE FLOATED, BACK BLOCKED AND TAPERED EXCEPT AT CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE JOB BEFORE START DONE BY MECHANICS SKILLED IN THE TRADE AND WORKMANSHIP SHALL BE OF THE BEST, PERIMETER EDGE OF WALLS AND CEILING. iF CORNERS TO BE SQUARED, INSTALL METAL ENERGY CONSERVATION CONSTRUCTION CODE GF NEW YC3BK STATE OF CONSTRUCTION. ARCHITECT'S OFFICE IS TO BE NOTIFIED OF ANY VARIATIONS FROM THE DRYWALL CORNER BEADS ON ALL EXTERIOR CORNERS AND ANGLES IN STRICT ACCORDANCE ~ [~ ]' ]~ 3IMENSIONS AND CONDITIONS SHOWN ON THE PLANS. WRI'~FEN DIMENSIONS SHALL HAVE ~TRUCTURAL STEEL: ASTM-A36. SHOP FABRICATE ALL PIECES CALLED FOR AS WELDED. PRIOR WITH MANUFACTURER'S DIRECTIONS AND ROUND CORNERS TO F~NISH SPECIFICATIONS. CLIMATE ZONE 4 - SUFFOLK COUNTY, 5750 HEATING DEGREE DAYS LICENttE NUMBER: 91038 PRECEDENCE OVER SCALED DIMENSIONS. LARGER SCALE DETAILS AND PLANS SHALL HAVE TO PAINTING, HAND CLEAN THE STEEL WITH A WIRE BRUSH REMOVE ALL LOOSE RUST, LOOSE cc~y~a.~© 2~ 3RECEDENCE OVER SMALLER SCALED pLANS. CONTRACTOR SHALL VERIFY ALL CONDITIONS MILL SCALE, DIRT, AND OTHER FOREIGN MATTER APPLY ONE SHOP COAT OF A RUST BATHROOM WALLS: SURFACES SHALL HAVE % INCH WATER RESISTANT CONCRETE BACKER PROJECT DESIGNED USING NEW YORK STATE APPROVED RES-CHECK, LATEST EDITION, COVERING OR AFFECTING THE STRUCTURAL WORK, OBTAIN ALL DIMENSIONS TO ~NSURE THE INHIBITING OIL TYPE RED METAL PRIMER. REPR~ME ALL FIELD WELDS AND FIELD CUTS WITH A BOARD AS A TILE BASE FOR TUB AND SHOWER AREAS. PROVIDED BY THE UNITED STATES DEPARTMENT OF OF ENERGY AS ALLOWED BY ENERGY ~R~rn~,ayUCENaE,~O(~.^~alL~a~ USER)' PROPER STRENGTH, FIT, AND LOCATION OF THE STRUCTURAL WORK, REPORT TO THE OWNER MINIMUM OF TWO COATS OF A RUST iNHiBITING PRIMER. IN ADDITION TO THE SHOP COAT, CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE CHAPTER t, SECTION 101.3.1 AND CARMELHILL ARCHITECTS ANY AND ALL CONDITIONS WHICH MAY INTERFERE WITH OR FIELD PAINT ALL STEEL AND IRONWORK WITH ONE COAT OF AN ALKYD TYPE ENAMEL BEFORE OINT FINISH: AT ALL JOINTS, INTERIOR ANGLES AND CORNERS, INSTALL 2 INCH WIDE CROSS OTHERW[BE AFFECT OR PREVENT THE PROPER EXECUTION AND COMPLETION OF THE NEW INSTALLATION FIBERED, PERFORATED PAPER TAPE HAVING AN AVERAGE CROSS TENSILE STRENGTH OF 45 THERMAL AND MOI~TURB PRGTBCTICN POUNDS PER LINEAL INCH, TAPE SHALL BE SMOOTHLY IMBEDDED IN JOINT CEMENT, BEDDING WORK~ NOTIFY OWNER AND CARMELHILL ARCHITECTS OF ALL CHANGES 'HE DESIGN, FABRICATION, AND ERECTION OF ALL STRUCTURAL STEEL SHALL BE IN TYPE, WITH SUITABLE MACHINE APPLICATOR OR TOOLS. AFTER JOINTS HAVE THOROUGHLY ALL [NEW CONSTRUCTION SHALL CONFORM TO THE ENERGY CONSERVATION CONSTRUCTION C~U~L^RC.~C~ ~L~ EACH CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ACCORDANCE WITH THE LATEST EDITION OF AISC SPECIFICATIONS. DRIED FOR 24 HOURS, APPLY FINISH COAT OF TOPPING CEMENT TO ALL TAPED AREAS IN A AND CONSTRUCTION CODE OF NEW YORK STATE, 2007 EDITION. ~^s~su.,~ HIS WORK DURING DEMOLITION AND CONSTRUCTION AGAINST DAMAGE, BREAKAGE, AND BROAD, TAPERED AND FEATHERED SAND OF TOPPING CEMENT. FINISH COAT ALL SCREW ~rfl~E ^IL ~JGHTS~3T~E~RI~31NALDESI~31~A~E FULLy COLLAPSE, ACCORDING TO APPLICABLE CODES, STANDARDS, AND METHODS OF GOOD SHOP AND FIELD CONNECTIONS SHALL I~E WELDED OR MACHINE BOLTED WITH ASTM 233 DIMPLES, MARS, AND SURFACE iMPERFECTIONS, AFTER 48 HOURS DRYING TIME, SAND ALL ALL I[NSULATION SHALL COMPLY WITH NEW YORK STATE RESIDENTIAL CODE SECTION R320. u¢~.~ss,~om~^eE.~,~,zs~.~s~ PRACTICE. SERIES ELECTRODES AND A307 BOLTS WITH LOCK WASHERS, RESPECTIVELY JOINT AND DIMPLE AREAS WITH SMOOTH SANDPAPER. ALL IiNSULATION AND VAPOR BARRIERS SHALL BE FIRE RATED AS PER N.Y S. CODE SECTION ARCHITECT HAS NOT BEEN RETAINED FOR CONSTRUCTION SUPERVISION OR OBSERVATION. TERMITE PROTECTION SHALL BE BY METAL TERMITE SHIELD AS PER N Y.S. CODE SECTION PATCHING AND CLEANING: DO ALL NECESSARY PATCHING AND REPAIRING OF THE DRTWALL R320 ~"~o~-~=~r~..,~.,~.~~# ..~,.~., AFTER OTHER WORKMEN HAVE FINISHED THEIR WORK, THOROUGHLY CLEAN UP AFTER WORK THESE PLANS ARE INSTRUMENTS OF SERVICE AND REMAIN THE PROPERTY OF THE R-342.1. CONSULTING ARCHITECT. THE ARCHITECT WILL NOT HAVE CONTROL OVER OR CHANGE OF, IS COMPLETED, AND REMOVE ALL RUBBISH FROM THE PREMISES. ALL IROOFING SHALL COMPLY 'WITH SECTIONS RE02, R903, RGB4, AND R905.2 OF THE ~. ~r. REBIIDENTIAL CODE OF NEW YORK STATE. ~.~...~. AND WiLL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, ~ TILE WORK: TILE, MARBLE, SLATE, ETC. TO BE THOROUGHLY CLEANED WHEN WORK iS SEQUENCE, AND PROCEDURES OR FOR THE SAFETY PROGRAMS IN CONNECTION WITH THE ALL FRAMING LUMBER SHALL SE: AS SPECIFIED IN THE WOOD FRAMING NOTES AND COMPLETED AND AGAIN AFTER OTHER SUBCONTRACTORS HAVE COMPLETED THEIR WORK~ ALL IFLASHING SHALL COMPLY WITH SECTION R703.8 OF THE RESIDENTIAL CODE OF NEW YORK PROJECT. CONSTRUCTION NOTES OF THE CONSTRUCTION DRAWINGS SPECIES TO BE DOUGLAS FIR ;ONTRACTORS TO REPLACE ALL DAMAGED OR DEFECTIVE WORK: ALL COLORS OF MATERIALS STATE. ~ LARCH #2 Fb = 875 MINIMUM WITH ADJUSTMENT FACTORS AND E = 1,6~,000 MINIMUM, ALL TO BE SELECTED BY OWNER. VARIEGATED COLOR SLATE AND QUARRY T~LE SHALL BE AS WOOD IN CONTACT WITH CONCRETE, MASONRY, OR SOIL AND STRUCTURAL MEMBERS SELECTED BY OWNER AND LAID WITH % INCH JOINTS. A~ACHMENT OF ALL SIDING SHALL BE IN CONFORMANCE WITH TABLE R703.4 OF THE GENERAL. THE CONTRACTOR SHALL DO ALL EXCAVATING AS REQUIRED ON THE SUPPORTING PORCHES AND BALCONIES SHALL BE ACQ PRESSURE TREATED WOOD, RESIIDENTIAL CODE OF NEW YORK STATE CONSTRUCTION DRAWINGS. EARTH BANKS SHALL BE BRACED AGAINST CAVING IN THE WORKING AREA. THE BoTrOMS OF ALL FOOTING EXCAVATIONS SHALL BE EXACTLY LEVEL ON CU3'TING OF FLOOR JOISTS TO A DEPTH OF NO MORE THAN 1/6 OF THE JOIST DEPTH SHALL BE ALL EXTERIOR WALL SHEATHING SHALL BE COVERED WITH 15~ ASPHALTIC EUILOERS FELT IN SOLID UNDISTURBED EARTH. EXCAVATIONS SHALL BE KEPT FREE OF STANDING WATER. PERMITTED EXCEPT IN THE MIDDLE THIRD OF THE SPAN. NO STUD SHALL SE CUT MORE THAN PERMITS AND REGULATIONS: THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, ACCORDANCE WITH NEW YORK STATE RESIDENTIAL CODE SECTION R703 PLATIC WRAP A):25% OF ITS DEPTH IN EXTERIOR WALLS AND LOAD BEARING PARTITIONS: (B)40% OF ITS DRAWINGS, FLOOR PLANS, SCHEMATICS, AND INSPECTIONS AS REQUIRED BY STATE AND "TYVEK" MAY BE SUBSTITUTED FOR FELT WHEN HORIZONTAL VINYL SIDING IS INSTALLED AS CLEARING SITE AND REPAIR: ALL OBSTRUCTIONS TO THE PROGRESS OF THE WORK SHALL BE DE;PTH iN NON LOAD BEARING PARTITIONS. NO STUD SHALL BE BORED MORE THAN (A)40% OF LOCAL CODES AND ALL WORK RELATED WITH THEIR RESPECTIVE TRADE. WHERE NO CODES PER TABLE R702.3 5, ~EMOVED. PAVINGS, WALKS, CURBS, ETC., DAMAGED DURING CONSTRUCTION, SHALL BE THE STUD WIDTH IN EXTERIOR WALLS AND LOAD BEARING PARTITIONS: (B)60% OF THE STUD EXISTS, THE WORK SHALL CONFORM TO THE REGULATIONS OF THE BUILDING CODE OF NEW REPAIRED. EXISTING TREES WHICH ARE TO REMAIN SHALL BE SUtTABLY BARRICADED TO WIDTH iN NON LOAD BEARING PARTITIONS. ALL JOISTS TO BE SIZED TO WIDTH AND FRAMED ON YORK STATE, RESIDENTIAL CODE OF NEW YORK STATE, AND ALL APPLICABLE SUPPLEMENTS ALL IPENETRATIONS TO THE BUILDING ENVELOPE SHALL BE SEALED, CAULKED, CASKETED, PROTECT THEM FROM DAMAGE DURING CONSTRUCTION. ~ THE ENDS WITH MATERIAL OF THE SAME S~ZE AS THE JOISTS. INCLUDING SOUTHERN BUILDING CODE CONGRESS. WEA~THERSTRIPPED, OR OTHERWISE SEALED INCLUDING BUT NOT LIMITED TO AREAS AROUND WINDOWS, DOORS, HVAC DUCT~NORK, PLUMBING PIPE, ELECTRICAL PENETRATIONS, ETC. rOPSG/L REMOVAL' REMOVE ALL TOPSOIL OVER THE BUILDING AREA AND FOR A DISTANCE OF FURNISH ANe iNSTALL ALL GROUNDS AND/OR NAILERS OF SUFFICIENT SiZE TO ACCOMMODATE ALL PLUMBING WORK SHALL BE INSTALLED IN COMPLIANCE WITH NEW YORK STATE TEN (10) FEET BEYOND THE OUTSIDE WALLS, PLACE SAME IN A NEAT PiLE ON THE LOT AS ALL SURFACE SHEET MATERIAL FOR NAILING WOOD BASE, TRIM, ETC., AND AS REQUIRED BY RESIDENTIAL CODE PART VII, CHAPTER 25-32. REC'ESSED LIGHTING SHALL BE EITHER TYPE lC RATED WITH NO PENETRATIONS BETWEEN THE DIRECTED. OTHER TRADES. PROVIDE ALL FURRING AND BLOCKING AS REQUIRED FOR ARCHITECTURAL INSIDE OF THE FIXTURE AND CEILING CAVITY, OR TYPE lC OR NON-lC RATED AND INSTALLED IN FEATURES. SEWER AND WASTE PIPING: DRAINAGE SYSTEM WITHIN THE BUILDING TO BE CAST IRON OR A SEALED BOX CONSTRUCTED FROM 1/2" GYPSUM BOARD, OR TYPE lC RATED ,TESTED, AND 2 5/30/08 Issued for client review. PVC PIPE. EXTERIOR SANITARY AND STORM SEWERS SHALL BE VITRIFIED BELL AND SPIGOT LABELED AS TO BEING "AIR TIGHT'. 1 5/20/08 ISSUGd for client FGVJGW. GRADING: THE CONTRACTOR SHALL BRING THE FINISH GRADES TO THE LINES SHOWN ON THE DRAWINGS WITH STOCKPILED TOPSOIL. IF ADDITIONAL TOPSOIL IS REQUIRED, OR EXCESS SL~BFLOORS: SUBFLOORS SHALL BE 3/4 INCH TONGUE AND GROOVED pLYWOOD WATERPROOF CROCK WITH ALL JOINTS WELL CAULKED AND CEMENTED. TOPSOIL IS TO BE HAULED AWAY, THE OWNER MUST BE INFORMED BEFORE COMMENCEMENT NAJLED TO JOISTS WITH JOINTS STAGGERED TWO JOIST SPACES MINIMUM ((iT IS VAPOR RETARDERS (WITH A MAXIMUM PER RATING OF 1.0) MUST BE iNSTALLED ON THE "WARM Mark Date Description OF WORK. WHEN THE WALLS ARE BUILT TO GRADE LINE, TME CONTRACTOR SHALL BACKFILL RE,COMMENDED THAT FLOOR SHEATHING BE GLUED AND SCREWED TO FLOOR JOISTS TO WASTE DRAINAGE SYSTEM: CLEANOUTS SHALL BE INSTALLED AT THE HIGHEST END OF EACH IN M/INTER" SIDE OF ALL NON VENTED FRAMED CEILINGS, WALLS, AND FLOORS. WHERE FOIL ~ORIZONTAL DRAINAGE RUN, AT EACH BRANCH CONNECTION (WHERE ACCESS IS AVAILABLE), FACED INSULATION BOARD IS SPECIFIED ALL JOINTS AND SEAMS SHALL BE SEALED AND Issue/Revision Issued for client review. AGAINST THEM AFTER PROPER BRAC[NG AND WATERPROOFING. BACKFILL SHALL BE MI/NIMIZE FLOOR SQUEAKS). AND AT THE BASE OF ALL VERTICAL STACKS. VENTS SHALL BE iNSTALLED THROUGHOUT AND TAPED. WELL-PUDDLED, TAMPED AND FREE OF DEBRIS. Project ~D Silansky sTrAIns: STAIRS TO BE A MINIMUM OF 38*' WIDE. STAIRS TO HAVE 5/4 INCH STR~NGERS, t-1116 CONNECT TO THE VERTICAL STACK(S) WHICH SHALL IN TURN BE EXTENDED THROUGH THE FOUNDATION EXCAVATION: EXCAVATE THE ENTIRE AREA OF THE FOUNDATION AS SHOWN ON IN63H TREADS, AND ~ INCH RISERS. THE MAXIMUM RISER HEIGHT SHALL BE 8-114" AND THE ROOF AND PROPERLY FLASHED. ALL VERTICAL STACKS SHALL SERVE THE MAIN HOUSE DRAIN SUPIPLY AND RETURN AIR DUCTS LOCATED WITHIN CRAWLSPACES, UNINSULATED EASEMENTS, CAD File Name SILANSKY 3 FINAL.mcd THE DRAWINGS. SAME TO BE MADE 18 INCHES LARGER THAN OUTSIDE WALL DIMENSIONS IN MIINIMUM TREAD DEPTH SHALL BE g". THE NOSING ON STAIRS WiTH SOLID RISERS SHALL BE FOR DISPOSAL OF WASTE TO THE PUBLIC SEWER. WHEN TNE PUBLIC SEWER IS HIGHER THAN ATTIICS, AND FRAMED WALL CAVITIES MUST BE INSULATED TO R~.5. DUCTWORK LOCATED ON Drawn By E KOENIG -'-VERY DIRECTION AND AT 45 ANGLE OF REPOSE TO ALLOW FOR INSPECTION, 1-11/6". TREADS AND RISERS TO BE HOUSED INTO STRINGERS, GLUED AND WEDGED SOLID. ALL THE MAIN HOUSE DRAIN, A SUMP PUMP SHALL BE PROVIDED PROVIDE FLOOR DRAINS WITH THE EXTERIOR OF THE BUILDING MUST BE INSULATED TO R~8. Checked By E KOENIG WATERPROOFING, DRAIN TILE, ETC,:' ST,'AIRS, RAILINGS, AND LANDINGS SHALL COMPLY WITH N.Y.S CODE SECTION R312, 314, AND TRAPS AS SHOWN IN THE WORKING DRAWINGS. ALL JOINTS, SEAMS, AND CONNECTIONS MUST BE SECURELY FASTENED AND SEALED WITH Issue Dire: 5/30/08 ~3115. WATER SUPPLY SYSTEM: PROVIDE A 1" MINIMUM UNDERGROUND COPPER SUPPLY, LOCATED WELDS, GASKETS, MASTICS (ADHESIVES), MASTiC-PLUS-EMBEDDED FABRIC OR APPROVED Plot Date: PRESUMPTIVE LOAD BEARING CAPACITY OF SOiL ON PROJECT SITE IS SAND AND SANDY GRAVEL AT 3'-D" BELOW GRADE FOUNDATION BEARING LEVEL. LOAD BEARING CAPACITY IS i HAkRDWARE: FURNISH ALL ROUGH HARDWARE NECESSARY TO COMPLETE JOB. ALL WALL BELOW FROST LINE, FROM THE PUBLIC WATER MAIN iNTO THE HOUSE FROM METER,CARRY TAPES. STANDARD DUCT TAPE IS NOT PERMOq'ED. 2,000 POUNDS PER SQUARE FOOT AS PER TABLE R401.4.1 OF THE RESIDENTIAL BUILDING CODE BEARING BEAMS TO HAVE STANDARD ANGLES, ANCHORS, AND BEARING PLATES UNLESS 3/4" MAiN TO KITCHEN, LAUNDRY, BATH, AND WASHROOM FIXTURES WITH 1/2" ERANCHES TO Reviewed by E KOENIG FIXTURES AS REQUIRED. CARRY 3/4" BRANCH TOP WATER HEATER AND 3/4" LINES TO HOSE WAftER HEATERS WiTH PIPE RISERS SHALL HAVE HEAT TRAPS ON BOTH INLET AND OUTLET OF Designed by E KOENIG OF NEW YORK STATE. O3rHERWISE NOTED. WHERE RAFTERS ANe JOISTS FRAME INTO OTHER WOOD BEAMS, pR~OVIDE TECO U-GRIPE 18 GA GALVANIZED STEEL JOIST AND SEAM HANGERS. BIBBS. FROM WATER HEATER, CARRY 3/4" SUPPLY TO ALL ABOVE ROOMS WiTH BRANCHES AS THE WATER HEATER UNLESS THE WATER HEATER HAS INTEGRAL HEAT TRAPS OR lB PART OF REQUIRED. ALL HOT AND COLD WATER SUPPLY PIPING SHALL BE "L" COPPER. PROVIDE HOSE A CIRCULATING SYSTEM. TYPICAL METHODS USED FOR CREATING HEAT TRAPS ARE "U" OR Submitted By E KOENIG ' ~ AI.L ROOF AND WALL PLYWOOD PANELS SHALL MEET THE REQUIREMENTS OF THE LATEST BIBBS AS SPECIFIED IN THE WORKING DRAWINGS. PROVIDE SHUT OFF VALVES AT ENTRANCE "RAMS HORN*' BENDS IN THE FLEXIBLE PIPE CONNECTORS OR INSTALLING AFTERMARKET PIPE Drawing Code Drawin,q Code CONCRETE WORK SHALL COMPLY WiTH ALL FEDERAL, STATE, AND LOCAL BUILDING CODES EDITION OF THE U.S. PRODUCT STANDARD PS-I, AND SHALL BE IDENTIFtED W~TH THE OF SYSTEM, AT FIXTURES, AND AT HOSE BIBB BRANCHES. NIPPLES WITH INTEGRAL TRAPS. INCLUDING CHAPTER 4 OF THE RESIDENTIAL CODE OF NEW YORK STATE. APPROPRIATE GRADE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION ALL PLYWOOD ~Archltecrs Seal SUBFLOOR PANELS SHALL SE SAME AS ABOVE AND SHALL MEET THE REQUIREMENTS OF THE WATER HEATER - WATER HEATER TO COMPLY WITH SECTIONS P501.4, P502.4, P503.1, P504.4.1, THERMOSTATS MUST BE CAPABLE OF BEING SET DOWN TO 55 DEGREES F OR LOWER FOR ALL CONCRETE REINFORCEMENT SHALL COMPLY WITH TABLES R404.1.1 (2}, R404.1.1 (3), AND LATEST EDITIONS OF THE U.S. PRODUCTS STANDARD PS-l, AND SHALL SE IDENTIFIED WITH P504.6 t, P504.7, P6(/6.t(8) OF THE PLUMBING CODE OF NEW YORK AND RM2005.1, RM2005.2 OF HEATING AND UP TO 85 DEGREES F OR MORE FORE COOLING. THERMOSTATS FOR BOTH R404.1.1(4) OF THE RESIDENTIAL CODE OF NEW YORK STATE, THE APPROPRIATE TRADEMARK OF THE AMERICAN pLYWOOD ASSOCIATION. THE RESIDENTIAL CODE OF NEW YORK. HEA,T[NG AND COOLING MUST HAVE A DEADBAND (TEMPERATURE RANGE WHERE NO HEATING OR ~COOLING TAKES PLACE) OF AT LEAST 5 DEGREES F HEAT PUMPS REQUIRE A THERMOSTAT CONCRETE STRENGTHS: ALL CONCRETE SPECIFIED BELOW CONFORMS WITH TABLE R402.2 OF DOUBLE ALL FLOOR JOISTS UNDER PARALLEL PARTITIONS PROVIDE FIRESTOPPING AND FURNISH AND INSTALL ANY NECESSARY SAFETY CONTROLS, DEVICES,OR AUTOMATIC CAP'ABLE OF PREVENTING BACK-UP HEAT FROM OPERATING WHEN THE HEATING THE RESIDENTIAL CODE OF NEW YORK STATE. AROUND ALL OPENINGS AS REQUIRED BY CODE. PROVIDE AT LEAST DOUBLE JOISTS AND BLOWOFFS REQUIRED BY LOCAL REGULATIONS GOVERNING WATER HEATERS. GAS AND OIL REC~UIREMENTS CAN BE MET BY THE HEAT PUMP ALONE. H~DERS AT WATER CLOSET DRAINS, BATHTUBS, AND ALL VENT AND MECHANICAL OPENINGS BURNING HEATERS SHALL BE CONNECTED TO FURNACE FLUES OR SEPARATE FIRECLAY TILE CONCRETE WORK: ALL CONCRETE UEED IN THE CONSTRUCT,ON FOR FOUNDATIONS, FLOORS, 2'~O" OR MORE IN WIDTH, UNLESS OTHERWISE SHOWN ON DRAWING. FLUE IN MASONRY CHIMNEY. iNS~LATION: FURNISH AND 'NSTALL 'N ACCORDANCE WITH MANUFACTURER'S 'NSTRUCT'ONS. /~ '~/~ CONCRETE AND SHALL DEVELOP A MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 25 DAYS. pROVIDE METAL CROSS BRACING BETWEEN ALL FLOOR JOISTS, MAXIMUM SPACE BETWEEN GAS PIPING: ALL GAS PIPING TO BE STANDARD BLACK STEEL PIPE AND FITTINGS. CONNECT TO~{', ~u ~,~ ~ SLAB ON GRADE SHALL BE STONE CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF ROWS OF BRIDGING AND SUPPORTS SHALL BE 8'-0". LOCATIONS AS REQUIRED SY GAS RUNNING FIXTURES. FOL~NDAT[ON INSULATION FOR CONCRETE SLAB CONSTRUCTION SHALL BE R-10 MIN, 2" X 36" I ~ ,?,~i~ 3600 PSI AT 28 DAYS AND REINFORCED WHH WW.F. ~ ~0 X 10 UNLESS OTHERWISE NOTED ON ,ER~IMETER RIGID FOAM INSULATION BOARD "FOAMULAR 150" AS MFG/D. BY OWENS CORNING [ ~ ~:~;~;;~ ~j WASHED HEAVY MEDIA GRAVEL OR CRUSHED STONE. MIXING S.ALL BE DONE INA LUMBER AND ITS FASTENINGS. LUMBER IS TO BE FURNISHED AND INSTALLED, COMPLETE WITH COMPLETE LIST IN THIS SPECIFICATION. iN INSULATION FOAM, TOH-MACH'NB M,×BR O" MOB,LE T.UCK M,XER UNT,L THE CEMENT 'S THO.OUGHLY ALL EASTEN,NGS. A"C"O"S. BLOCK, NG, SADDLES, HANGE.S, ETC..BQU,.BD TO COMPLBTB BE FDUNDEe ON F,RM, UND,STD.BED, NAT,VE. F.EE DRA,NING SOIL COND,T,ONS FOU.O TO AND MO,STUnk EAR.IER S.*LL SB PROVIDED. MIN,MUM D,AMETB. HEAe. ASTM F 158.. OF A LENGTH TO PENETRATE TH.OUCH THE ARC H IT E CTS MATCH EXISTING. FINISH HARDWARE: FURNISH ALL FINISH HARDWARE NECESSARY TO EXISTS, THE WORK SHALL CONFORM TO THE REGULATIONS OF THE BUILDING CODE OF NEW www. CARMELHILL.coB NCHES AT ALL JO " S AND FOLDED UP AT EXTERIOR EeGES OF SLAB. RES DE,TIAL BODE PARTS V & W, CHAPTERS t2-24. BUND FLASH ALL JUNCTIONS W, ERB VERTICAL MEETS HORIZONTAL (ROOF, CHIMNEYS, CARMELHILL ARCHITECTS CONTRACTOR MAY BACK-FILL AGAINST FOUNDATION WALLS ONLY AFTER (7) DAY CONCRETE W/ALL ZONE 4 = 18.5/-20.4 THE HVAC CONTRACTOR SHALL SIZE THE HEATING AND AIR CONDITIONING EQUIPMENT IN WINDOWS, DOORS, ETC.). EDWARD KOENIG - R.A., N.C.A.R.B. CONFORMANCE WITH THE STANDARDS PUBLISHED EY MANUAL J, PUBLISHED BY THE AIR CURE TIME USING PROPER CONSTRUCTION METHODS AND EQUIPMENT TO AVOle DAMAGING V~VALL ZONE 5 = t9.5 1-24.6 CONDITIONING CONTRACTORS OF AMERICA (ACCA). 16 William Avenue THE WALLS AND BASEMENT WALL WATER PROOFING/MEMBRANE. BRACE WALLS ARE East Islip, NY 11 730-2305 ROD REINFORCEMENT SHALL BE MINIMUM GRADE 40 INTERMEDIATE GRADE DEFORMED BARS Email: EKoenig@CARMELHILLcom WITH 1/~ GYPSUM BOARD rProject Title · TIES, ASTM A 36 FOR STEEL PLATE, HEADED AND PENT BAR ANCHORS; AND ASTM A 366 FOR BIE SHATTER PROOF GLASS AND SHALL BE PERMANENTLY AND LEGIBLY MARKED. SECTION Nl103.5 OF THE RCNY. ..~.....~.~.......~/~......-. NEW 4"INTERIOR WOOD FRAME WALL CONSTRUCT BY 2"X 4" WOOD Silanskv Residence SHEET METAL ANCHORS AND TIES. A~LL DOORS, OPENINGS, AND WINDOWS TO BE SET WITH TOP AT 5'-10 112" A.F,F, UNLESS STUDS 15" O.C. WITH (1) ONE LAYER OF 1/2" GYP. BD. EACH SIDE. GALVANIZED METAL ACCESSORIES: METAL STRAPPING FOR USE iN EXTERIOR WALLS AND NOT Q)THERWlSE NOTED. ALL WINDOWS AND DOORS SHALL BE INSTALLED ACCORDING TO THE ALL CLOTHES DRYERB ARE TO BE EXHAUSTED IN COMPLIANCE WITH G2437 AND RM1501 OF 770 PIN WOOD ROAD DIRECTLY EXPOSED TO WEATHER SHALL CONFORM TO ASTM A 153, CLASS B-2. METAL M~ANUFACTURER'S INSTALLATION GUIDELINES AND IN COMPLIANCE WITH SECTION R6t3,5 AND THE RCNY. ..,/.~/,////////////. NEW 6" INTERIOR WALL WOOD FRAME WALL CONSTRUCT BY 2" X S" CUTCHOGUE, NY 11935-2218 ASTM A 641, CLASS 1. METAL PLATES, CONNECTORS, SCREWS, BOLTS, AND NAILS EXPOSED ALL BATHROOMS ARE TO SE VENTED AS PER R303 3 OF THE RCNY. SIDE. 860-305-7985 REQUIREMENTS OF THE LATEST ACI BUILDING CODE, AC1318 AND MANUAL AC1315. S~ECTION R702. MATERIALS SHALL BE NEW AND OF A GRADE TO CONFORM TO THE STANDARDS OF THE ~ ESYPSUM WALLBOARD SHALL BE INSTALLED IN ACCORDANCE WITH TABLE R702.3.5 OF THE UNDERWRITERS LABORATORIES, INC., AND AT THE COMPLETION OF THE WORK~ EVIDENCE TITLE SH RET 3 FOUNDATION WALL -8" POURED CONCRETE 3500 PSI AT 25 DAYS MIN. WITH #5 REBAR HORIZONTAL AT TOP OF FOUNDATION WALL CONTINUOUS AT CORNERS AND #5 VERTICAL REBAR REINFORCEMENT I~ 48" O.C. 3500 PSI AT 28 DAYS MIN. WITH (2) #5 REBAR BEARING ON UNDISTURBED VIRGIN SOIL. REBAR CONCRETE COVERAGE TO BE 3" MIN.. CELLAR SLAB - 4" POURED CONCRETE W1.4 X W1.4 W.W.F. ON 6 MIL CONC. RATED POLY VAPOR BARRIER OVER 4" COMPACTED CRUSHED GRAVEL FOUNDATION WALL - 12" POURED CONCRETE FOUNDATION WALL WiTH BRICK VENEER LEDGE, 3500 PS~ AT 28 DAYS MIN, WITH #5 REBAR HORIZONTAL ATTOP OF FOUNDATION WALL CONTINUOUS AT CORNERS AND #5 VERTICAL REBAR REINFORCEMENT I~ 48" O.C. FOUNDATION FOOTING - 20" X ~ 3500 PSI AT 28 DAYS MIN. WITH (2) #5 REBAR BEARING ON UNDISTURBED VIRGIN SOIL. REBAR CONCRETE COVERAGE TO 12" POURED CONC, 'q-RENCH" FOOTING TO GRADE, 3500 PSi AT 28 DAYS MIN. BEARING ON VIRGIN SOIL WITH (2) #5 REBAR AT BO3T'OM. OUTER REBAR TO BE CONTIN. AT CORNERS. REBAR CONCRETE COVERAGE TO BE 3" MIN. WITH 8" CONCRETE BLOCK FROM GRADE TO MUD SILL LEVEL 21'-2" 4" POURED CONCRETE FLOOR SLAB WITH 6" X 6" W1.4 X WI .4 W.W.F. OVER 4" COMPACTED CRUSHED GRAVEL PITCH FLOOR SLAB 1/8" AWAY FROM HOUSE PROPOSED I(FLUSH) 3'-0" X 3~-0'' X 12" POURED CONCRETE PAD BEARING ON VIRGIN SOIL OIST TJ1560111-718" LOOR JOISTS {~ 16" O.C. ~-4" DIA. STEEL- COLUMN OVER 3~-0'' X 3'-0" X 12" POURED CONCRETE PAD BEARING ON VIRGIN SOIL X POCKET I, 2820 ANDERSEN POCKET 3-1/2" DIA. STEEL COLUMN~ OVER 2'-6" X 2'-6" X 10" POURED CONCRETE PAD BEARING ON VIRGIN SOIL L- _ I-LEVEL ' FLOOR J 3-1/2" DIA, STEEL COLUMN'-'.~- -- OVER 3'-0" X 3'-0" X 10" POURED CONCRETE PAD BEARING ON VIRGIN SOIL )ISTS d} 16" O.C. PROPOSED 3-1/2" DiA. STEEL COLUMN OVER 2'-6" X 2'-6" X 10" POURED CONCRETE PAD BEARING ON VIRGIN SOIL ~TEEL COLUMN OVER 1'-6" x 1'-6" x 10" POURED CONCRETE PAD BEARING ON VIRGIN SOIL ~" DIA. STEEL COLUMN 1'-6" X 1'-6" X 10" POURED EARING ON .~IN SOIL PROPOSED GARAGE SLAB - 4" POURED CONCRETE ~'/~ FLOOR SLAB WITH 6" X 6" WI .4 X WI.4 W.W.F. OVER 4" COMPACTED CRUSHED GRAVEL PITCH FLOOR SLAB tl8" PER FOOT TOWARDS GARAGE DOORS 1'-6" X 10" MICROLAM BEAM POCKET PROPOSED ~' DIA. STEEL C:OLUMN OVER 3'-0" X~ 3'-0" X 12" POURED CJONCRETE PAD , ON VIRGIN POCKET 3-1/2" DIA. STEEL COLUMN OVER 2'-6" X 2'-6" X 10" POURED CONCRETE PAD BEARING ON VIRGIN SOiL POCKET (2) 1-3/4' X 11-718' -- MICROLAM HDR. (FLUSH) f GARAGE SLAB - 4" POURED CONCRETE FLOOR SLAB WITH 6 X6 WI 4 XW1.4 W.W.F. OVER 4" COMPACTED CRUSHED GRAVEL. PITCH FLOOR SLAB 1/8" PER FOOT TOWARDS GARAGE DOORS PROPOSED NOTE: APPLY TAR FOUNDATION WATER PROOFING AND MOISTURE BARRIER TO EXTERIOR OF FOUNDATION WALL BELOW GRADE IN COMPLIANCE WITH RCNYS SECTION R406.3.2 NOTE: METAL TERMIT SHIELD REQUIRED BETWEEN PRESSURE TREATED MUDSILL AND TOP OF CONCRETE WALL AS PER RCNYS SECTION R324 16'3" MASONRY OPENING FOUNDATION PLAN SCALE: tl4" = t'-0" 2 1 5/30/08 Issued for client review. 5/20/08 Issued for client review. Date Descri{3tion Issue/Revision Issued for client review. Project ID CAD File Name Drawn By E KOENIG Checked Sy E KOENIG Issue Date' 5/30/08 Plot Date: Reviewed by E KOENIG Designed by E KOENIG SubmiSed By E KOENIG Silensky SILANSKY 3 FINAL.mcd Drawing Code CARMELHILL ARCHITECTS www. CARMELHILL.com CARMELHILL ARCHITECTR EDWARD KOENIG - R.A., N.C.A.R.B. 16 William Avenue East Islip, NY 11730-2305 631-277-3337 Web Page: www. CARMELHILL.com Email: EKoenig@CARMELHILLcom Silansky Residenc 770 PINEWOOD ROAD CUTOHOGUE, NY 11935-2218 860-305-7985 FOUNDATION PLAN Drawing No. A-4 of 13 CHIMNEY CAP CULTURED STONE CHIMNEY, 2'-0" ABOVE ANY ROOF SURFACE WITHIN 10~" HORIZONTALLY ALUMINUM Gu~'rERS OVER 2" X 8" ALUMINUM DOWNSPOUTS DRAINING INTO ONSITE DRYWELLS SET IN A SAND AND CURSHED GRAVEL 2'-0" DEEP COLLAR AROUND DRYWELL 10" DIA, TAPERED COLUMN ENCLOSURE OVER 4" X 4" P.T. POST. VERIFY REQUIRED COLUMN HEIGHT IN FIELD BEFORE ORDERING OR CUTTING (TYPICAL) CONCRETE FLOOR SLAB - 4" POURED CONCRETE FLOOR SLAB WiTH 8" X 6" W1.4 X W1,4 WIW. F. OVER 4" COMPACTED CRUSHED GRAVEL 4" STONE VENEER ~ FROM STRUCTURE 12" POURED CONC. 'q-RENCH" STOOP ARMS AND PORCH FOUNDATION WALLS TO GRADE, 3500 PSI AT 28 DAYS MIN. BEARING ON VIRGIN SOiL WiTH (2) #5 REBAR AT SOTTOM. REEAR CONCRETE COVERAGE TO BE 3" MIN. FOUNDATION WALL - 12" POURED CONCRETE FOUNDATION WALL WITH BRICK VENEER LEDGE, 3500 PSI AT 28 DAYS MIN. WITH #5 REBAR HORIZONTAL AT TOP OF FOUNDATION WALL CONTINUOUS AT CORNERS AND #5 VERTICAL RESAR REINFORCEMENT {~ 48" FOUNDATION FOOTING - 20" X 8" POURED CONCRETE FOOTING 3500 PSI AT 28 DAYS MIN. WITH (2) #5 REBAR SEARING ON UNDISTURBED VIRGIN SOIL. REBAR CONCRETE COVERAGE TO BE 3" MIN., 1-3/4" X 11-7/8" MICROLAM ROOF RIDGE AND CONTINUOUSLY VENTED ROOF RIDGE , HEGHTOFROOFRDGEASOVEADJACENTGRADE 23 0+1 STANDARD ROOF ASSEMBLY-240~ OWENS CORNING OAKRIDGE · DEEP SHADOW PRO-50 ARCHITECTURAL ROOF SHINGLES~ COLOR DRIFTWOOD OVER 30# ROOFING FELT ON %" ~CDX' PLYWOOD ROOF SHEATHING (NO ALTERNATES WILL BE ACCEPTED FOR PLY~NOOD ROOF SHEATHING) OVER 2"X 10" ROOF RAFTERS {~ 16" D.C. NOTE: BLIND FLASH ALL iNTERSECTIONS OF HORIZONTAL AND VERTICAL. I FRONT ELEVATION ~IITUMINOUS ROOFING FELT TO BE INSTALLED ON PLYWOOD ROOFING FROM FASCIA BOARD TO 2'-0" PAST EXTERIOR WALL TO PREVENT LEAKAGE FROM ICE DAMS. LINE OF PROPOSED FIRST FINISHED CEILING LEVEL 9'-0" AFF (TYPICAL) II II .U__N.E._O?~S.TRU. C__T~JR .AL__IJ__EA.D__E~_6.'-10 t/2" AFF FOR FRONT WINDOWS, 7'-10 tl2" FOR ALL OTHER'~"d~ CONTINUOUSLY VENTED SOFFIT WiTH ALUMINUM GUTTER HARDI-PLANK SIDING 1/2 X 6 CDR-MILL 12 LINE OF PROPOSED FRST F N SHED FLOOR LEVEL..C..C..C..C..C..C.~..P CAi.L LINE OF PROPOSED CELLAR CEILING LEVEL 8'~" AFF.__ .~J__PICAL.~L}_ -- EXISTING GRADE SLOPED AWAY FROM STRUCTURE APPLY TAR FOUNDATION WATER PROOFING AND MOISTURE BARRIER TO EXTERIOR OF FOUNDATION WALL BELOW GRADE IN COMPLIANCE WITH RCNYS SECTION R4(~.3.2 NOTE: METAL TERMIT SHIELD REQUIRED EETWEEN PRESSURE TREATED MUDSILL AND TOP OF CONCRETE WALL AS PER RCNYS SECTION R324 SCALE: 1/4" = 1'-0" CHIMNEY CAP CULTURED STONE CHIMNEY, 2'-O" ABOVE ANY ROOF SURFACE WITHIN 10'4)" HORIZONTALLY STANDARD CATHEDRAL ROOF ASSEMBLY - 240~ OWENS CORNING OAKRIDGE DEEP SHADOW PRO-50 ARCHtTECTURAL ROOF SHINGLES, COLOR DRIFTWOOD OVER 30~ ROOFING FELT ON %" 'COX' PLYWOOD ROOF SHEATHING (NO ALTERNATES WILL BE ACCEPTED FOR PLYWOOD ROOF SHEATHING) OVER 2" X 10" ROOF RAFTERS {~ 16" D.C. WITH 8-1/4" R-30C KRAFT PAPER BACKED F~BERGLASS INSUALTION BATTS BETWEEN RAFTERS COVERED WITH 112" GYPSUM BOARD 1-3/4" X 11-718" MICROLAM ROOF RIDGE AND CONTINUOUSLY VENTED R~')OF RtDGE HEIGHT OF ROOF RIDGE ABOVE ADJACENT GRADE ' " ~- ................. _~_ ............................... .~.3~ F'*/.-_ ._ - STANDARD ROOF ASSEMBLY-240# OWENS CORNING OAKRIDGE DEEP SHADOW PRO-50 ARCHITECTURAL ROOF SHINGLES, COLOR DRIFTWOOD OVER 30~ ROOFING FELT ON %" 'CDX' PLYWOOD ROOF SHEATHING (NO ALTERNATES WILL BE ACCEPTED FOR PLYWOOD ROOF SHEATHING) OVER 2" X 10" ROOF RAFTERS ~ 16" D.C. NOTE: BLIND FLASH ALL INTERSECTIONS OF HORIZONTAL AND VERTICAL. ALUMINUM GU~'ERS OVER 2" X 8" ALUMINUM DOWNSPOUTS DRAINING INTO ONSITE DRYWELLS SET iN A SAND AND CURSHED GRAVEL 2'-0" DEEP COLLAR AROUND DRYWELL CONTINUOUSLY VENTED SOFFIT WITH ALUMINUM Gu3-rER 10" DIA. TAPERED COLUMN ENCLOSURE OVER 4" X 4" P.T. POST. VERIFY REQUIRED COLUMN HEIGHT IN FIELD BEFORE ORDERING OR CUTTING (TYPICAL) CONCRETE FLOOR SLAB -4" POURED CONCRETE FLOOR SLAB WITH 6 X 6 WI.4 X W1.4 W.W,F. OVER 4 COMPACTED CRUSHED GRAVEL 12" POURED CONC. 'q-RENCH" STOOP ARMS AND PORCH FOUNDATION WALLS TO GRADE, 3500 PSI AT 28 DAYS MIN. BEARING ON VIRGIN SOIL WITH (2) #5 REBAR AT BOTTOM. REBAR CONCRETE COVERAGE TO BE 3" MIN. --I 4 SELF ADHESIVE BITUMINOUS ROOFING FELT TO BE INSTALLED ON PLYWOOD ROOFING FROM FASCIA BOARD TO 2'-0" PAST EXTERIOR WALL TO PREVENT LEAKAGE FROM ICE DAMS. LINE OF PROPOSED FIRST FINISHED CEILING LEVEL 0'-0" AFF (TYPICAL) LINE OF STRUCTURAL HEADER 7'-10 1/2" AFF HARDI-PLANK SIDING 1/2 X 6 CDR-MILL 12 FOUNDATION WALL-8"POURED CONCRETE FOUNDATION WALL 3500 PSIAT25DAYS MIN. WITH~SREBAR HORIZONTAL AT TOP OF FOUNDATION WALL CONTINUOUS AT CORNERS AND #5 VERTICAL REBAR REINFORCEMENTS48" D.C. FOUNDATION FOOTING - 16" X 8" POURED CONCRETE FOOTING 3500 PS~ AT 28 DAYS MIN. WITH (2) #5 REBAR BEARING ON UNDISTURBED VIRGIN SOIL REBAR CONCRETE COVERAGE TO BE 3" MIN.. LEFT SIDE ELEVATION LINE OF PROPOSED ERST FINISHED FLOOR LEVEL ~F~'~PICA_ L_). .~_ LI.N.~E .O_[F ?~R .OP_.O.S_.Ep._C. ELL:A__R C_._E LIN. G~L.E~V.EL__8.'-0.~".A~F.F~ .T~.~PI~.~A.L~_ ._ ED AWAY FROM STRUCTURE 4" STONE VENEER WITH GRANITE LEDGED PITCHED AWAY FROM STRUCTURE APPLYTAR FOUNDATION WATER PROOFING AND MOISTURE BARRIER TO EXTERIOR OF FOUNDATION WALL BELOW GRADE IN COI~PLIAHCE WITH RCNYS SECTION R406.3 2 NOTE: METAL TERMIT SHIELD REQUIRED BETWEEN PRESSURE TREATED MUDSILL ANO TOP OF CONCRETE WALL AS PER RCNYS SECTION R324 ..~.___~J;i. LI.N~E ~.[F.P_~R.O. POSEp__C. EL..LA_.R FLOOR LEVE.L_(..T?ICALL WALL WiTH BRICK VENEER LEDGE, 3500 PSI AT 28 DAYS MIN. WITH #5 REBAR HORIZONTAL ATTOP OF FOUNDATION WALL CONTINUOUS AT CORNERS AND #5 VERTICAL REEAR REINFORCEMENT ~ 48" O.C FOUNDATION FOOTING - 20" X 8" POURED CONCRETE FOOTING 3500 FSI AT 28 DAYS MIN. WITH (2) #5 RESAR BEARING ON UNDISTURBED ViRGiN SOIL. REBAR CONCRETE COVERAGE TO BE 3" MIN.. SCALE: 114" = 1'-0" 2 5/30/08 I 5/20/08 Date Issued for client review. Issued for client review. Description Issue/Revision Issued for client review. Project ID File Name Drawn By E KOENIG Checked Sy E KOENIG Issue Date; 5/30/08 Plot Date: E KOENIG Reviewed by Designed by Submitted By Silansky SILANSKY 3 FINAL.mcd E KOENIG E KOENIG Drawing Code CARMELHILL ARCHITECTS www. CARMELHILL.com CARMELHILL ARCHITECT EDWARD KOENIG - R.A., N.C.A.R.B. 16 William Avenue East Islip, NY 11730-2305 631-277-3337 Web Page: www. CARMELHILL.com Email: EKoenig@CARMELHILL.com 770 PINEWOOD ROAD CUTCHOGUE, NY 11935-2218 860-305-7985 ELEVATIONS Drawing NO, A-7 of 13 ELECTRICAL NOTES NOTE: ELECTRICAL CONTRACTOR TO CONFIRM LAYOUT ADHERES TO REQUIREMENTS OF N,E,C, AND ADJUST AS REQUIRED, INSTALL CARBON MONOXIDE SENSORS AND SMOKE DETECTORS AS REQUIRED IN LIVING AREAS IN CONFORMANCE WITH R313 18'-0" 74'-0" 5~-3" 3'-4" 3'-4" 6'-7" -PHD6 SEE DTL. 9/A-IC x 6" HDR (3) ~)6" HDR. 2'~X 10"' ROOF RAFTERS I-LEVEL".TE~US JOIST TJ1560 / I CEILING ,~SITE ~ PROPOSED MASTER - 3-1/2" DIA. STEEL COLUMN 4'-8" 11-7/8 /' 11'-0" (3) 2" X B" HDR (3)2"X~"HDR. (3)2"XB"HDR / DOUBLE [ 2" X 6" POST · TO R DGE 2" X[8" ROOF ' RAFt-ERS @ t8"O C RAFTERS / / PROPOSED CATHEbRAL /' LINE OF ' CEILING TO FLAT ~ CEILING TRANSITION i ~PED ~D SPIKED T( ~T/ '~/ !: TRUE R~ERS ./ t7{~" ./ (6"POST (2) BEAM ' I (2) 2" X 8"H '' (~) PROPOSED · 2" X S" LEDGER BEAM BOLTED TO STRUCTURE ITH 1/2" DiA. BOLTS ~ 1 '-B" C.C. "STAGGERED" -(3) 2" X[ 6"PROPOSED POST DEN 2,, x lO. ROOF RAFTER~ K 10"ROOF RAFTERS (3) 2" X I" HDR. ELECTRIC LEGEND X CEILING CEILING JOSITS ~ 16" O,C, PROPOSED ~PPED PROPOSED PROPOSED PHDB BIS i (3) PROPOSED REF. PANTRY IN GARAGE TO RECEIVE ONE LAYER 5/8" TYPE "X" GYPUSM BOARD ..2" X 4" STRONGBACK~ ~CONTINUOUS PHDS' ® 16" C,C. m~, RAFTERS 1-3/4" X 14" ~IICROLAM BEAM "X 4" STRONGBACK / / ;---.-/- ................... ,'/ /, 2" X 6" ROOF RAFTERS ~ 16" 3~,X6,, INDICATES NEW SWITCH BOLTED T {~ 16" O.C, -'- ~ SEE DTL, 9 HOSE -PHD6 3 INDICATES NEW THREE WAY SWITCH ~ 1'-6" O F~EO" SEE DTL. 8/A-10 0 INDICATES NEW DUPLEX OUTLET ~' : PHD6 ~ ~ INDICATES NEW 220V OUTL~ B" B~M SEE DTL. 9/A-1( CFI ~ INDICATES NEW DUPL~ G.F.L OUTLET INDICATES NEW CO-~IAL CABLE T,V. JACK. ~EN SHO~ 6'~" 8'-8" ~ INTEGRAL ~ CABLE ~CK AND TELEPHONE JACK. 2'-11" 4'-10" ~4'-10" 4~-10" 3'-0" 3'~" 6'~' 6'~" 5'-0" 9'-7" GROUPED WITH TELEPHONE JACK, UTILIZE FACE PLATE WITH INDICATES NEW TELEPHONE JACK. WHEN SHOWN GROUPED WITH CABLE TV JACK, UTILIZE FACE PLATE WiTH iNTEGRAL TV CABLE JACK AND TELEPHONE JACK. 4'-0" '14'-0" 6'-0" 12'-0" 15'-O" 74'-0" BOI~TED WITH 1/2" DIA BOLTS 2" X B" POST (3) 1-314" X 11-7/~ INDICATES NEW SURFACE MOUNTED INCANDESCENT LIGHT FIXTURE ~[~ INDICATES RECESSED INCANDESCENT WALL WASHER LIGHT FIXTURE INDICATES NEW RECESSED INCANDESCENT LIGHT FIXTURE INDICATES NEW WALL PENDANT MOUNTED INCANDESCENT LIGHT F,XTUSS FIRST FLOOR CONSTRUCTION PLAN INDICATES NEW CEILING MOUNTED PENDANT LIGHT FIXTURE OR CHANDELIER INDICATES NEW TIMER SWITCH OPERATED BATHROOM EXHAUST FAN VENTED TO EXTERIOR THROUGH ATria AND ROOF VENT INDICATES NEW SMOKE DETECTOR WITH BATTERY SACK UP. ALL SMOKE DETECTORS SHALL BE HARD WIRED AND INTERCONNECTED AS PER RCNYS SECTION R317.1.1 INDICATES NEW 12 VOLT PROGRAMMABLE THERMOSTAT INDICATES NEW HARD WiRED CARBON MONOXIDE SENSOR WITH BA'R'ERY BACKUP INDICATES EXTERIOR MOTION SENSOR CONTROLED DUAL BEAM FLOOD LIGHT FIXTURE PHD6 SEE DTL. 5/A-10 INDICATES CEILING MOUNTED LIGHT FAN WITH LIGHT FIXTURE SCALE: 114" = 1'-0" INDICATES NEW TIMER SWITCH OPERATED BATHROOM EXHAUST FAN VENTED TO EXTERIOR THROUGH A3-FIC AND ROOF VENT 50 CFM AS PER RCNYS R303.3 PROPOSED (3) 1-314" X 9-114" MICROLAM HD 7/8" MICROLAM RIDGE L,OENS~ .UMaE...10~. mM IIIIIMIIUI IIII 2 1 5/30/08 5/20/08 Date Issued for client review. Issued for client review. DescriDtien Issue/Revision Issued for client review. Project ID CAD File Name Drawn By E KOENIG Checked Sy E KOENIG Issue Date: 5/30/08 PIct Date: Reviewed by E KOENIG Designed by E KOENIG Submitted By E KOENIG Silansky SILANSKY 3 FINAL.mad Drawing Code s Seal 21~0" '\ PROPOSED .\ 2" X O" ROOF RAFTERS ~ 16" 1/2" STEEL FLITCH ~ICROLAM HEADER CARMELHILL SEE DTL 8/A-10 11'-0" ~,-0,, www. CARMELHILL.com CARMELHILL ARCHITECTR EDWARD KOENIG - R.A., N.C.A.R.B. 16 William Avenue East Islip, NY 11730-2305 631-277-3337 Web Page: www~CARMELHILL.com Email: EKoenig@CARMELHILL.com Silansky Residence 770 PINEWOOD ROAD CUTCHOGUE, NY 11935-2218 860-305-7985 CONSTRUCTION PLAN Drawing No, A-5 WALLS BELOW I L ' SLOPE SHADED AREAS DENOTE ROOF FRAMED OVER RAFTERS BELOW SLOPE 10:12 ROOF PLAN SCALE: tl8" = 1'-0" PROPOSED MASTER BEDROOM#I PROPOSED RIO PORCH PROPOSED DININIG ROOM PROPOSED ~ CATHEDRAL / PROPOSED ....... ~_~.~__. PROPOSED PROPOSED PROPOSED FIRST FLOOR POWER AND COMMUNICATION PLAN SCALE: 1/8" = 1'-0" PROPOSED I----I r---I L_J PROPOSED I I I I PROPOSED PROPOSED PROPOSED CELLAR POWER AND COMMUNICATION PLAN SCALE: 1/8" = 1'-0" ~'~T H E LICENSE NUMBER: 91039 2 1 5/30/08 Issued for client review. 5/20/08 Issued for client review. Date DescriDtior} Issue/Revision Issued for client review, Project ID Silansky CAD File Name SILANSKY 3 FINALmcd Drawn By E KOENIG Checked By E KOENIG Issue Date: 5/30/08 Plot Date: Reviewed by E KOENIG Designed by E KOENIG Submitted By E KOENIG ~,D r awing Code Drawin,cI Code Seal CARMELHILL ARCHITECTS www. CARMELHILL.com CARMELHILL ARCHITECTR EDWARD KOENIG - R.A., N.C.A.R,B. 16 William Avenue East Islip, NY 11730-2305 63t-277-3337 Web Page: www. CARMELHILL.com Email: EKoenig~CARMELHILL.com Silansky Residence 770 PINEWOOD ROAD CUTCHOGUE, NY 11935-2218 860-305-7985 CONSTRUCTION PLAN Drawing NO, A-6 of 13 STANDARD CATHEDRAL ROOF ASSEMBLY - 240# OWENS CORNING OAKRIDGE DEEP SHADOW PRO-50 ARCHITECTURAL ROOF SHINGLES, COLOR DRIFTWOOD OVER 30~ ROOFING FELT ON ~" 'CDX' PLYWOOD ROOF SHEATHING (NO ALTERNATES WILL BE ACCEPTED FOR PLYWOOD ROOF SHEATHING) OVER 2" X t0" ROOF RAFTERS ~1 t6" D.C. WITH 8-tl4" R~30c KRAFT PAPER BACKED FIBERGLASS INBUALTION BATTS BETWEEN RAFTERS COVERED WiTH t/2" GYPSUM BOARD ALUMINUM DOWNSPOUTS DRAINING INTO ONSITE DRYWELLS SET IN A SAND AND CURSHED GRAVEL 2'-0" DEEP COLLAR AROUND DRYWELL CONTINUOUSLY VENTED SOFFIT WITH ALUMINUM GUTTER t(7' DiA. TAPERED COLUMN ENCLOSURE OVER 4" X 4" P.T. POST. VERIFY REQUIRED COLUMN HEIGHT IN FIELD BEFORE ORDERING OR CUTTING (TYPICAL) CHIMNEY CAP ~ -H~E I-G---H T.-~O ~R -O~O F, R I .D-~G -E.~A .B.O--V.E--A.D J-- A. C--E.N~ .G._RSD_.E., 2.3'-.~1 0. "+_./: __ DULTURED STONE DHIMNEY, 2'"0" ABOVE ANY ROOF SURFACE WITHIN 1(7-0" HORIZONTALLY t-3/4" X 1 t-718" MICROLAM ROOF RIDGE AND CONTINUOUSLY VENTED ROOF RIDGE -- STANDARD ROOF ASSEMBLY-240# OWENS CORNING OAKRIDGE DEEP SHADOW PRO-50 ARCHITECTURAL ROOF SHINGLES, COLOR DRIFTWOOD OVER 30# ROOFING FELT ON %" 'CDX~ PLYWOOD ROOF SHEATHING (NO ALTERNATES W~LL BE ACCEPTED FOR PLYWOOD ROOF SHEATHING) OVER 2" X 10" ROOF RAFTERS ~ 16" D.C. NOTE: BLIND PLASH ALL INTERSECTIONS OF HORIZONTAL AND VERTICAL. DHESIVE BITUMINOUS ROOFING FELT TO BE INSTALLED ON PLYWOOD ROOFING FROM FASCIA BOARD TO 2'-0" PAST EXTERIOR WALL TO PREVENT LEAKAGE FROM ICE DAMS. . LI_NE ~)__F .PR__QPOSED FIRST F N SHED CEILING LEVEL 9'-0" A (TYPICAL) --~ FF LINE OF STRUCTURAL HEADER 7'-10 1/2" AFF RARDI-PLANK SIDING t/2 X 6 CDR-MILL 12 LICENSE NUMBER: 91039 IIII Illllllll IIII II11 CONCRETE FLOOR SLAB - 4" POURED CONCRETE FLOOR SLAB WITH (7' X 6" W1.4 X W1.4 W.W.F. OVER 4" COMPACTED CRUSHED GRAVEL 12" POURED CONC. 'TRENCH" STOOP ARMS AND PORCH FOUNDATION WALLS TO GRADE, 3500 PSI AT 28 DAYS MIN. BEARING ON VIRGIN SOIL WITH (2) #5 REBAR AT BOTTOM. REEAR CONCRETE COVERAGE TO BE 3" MIN FOUNDATION WALL -8" POURED CONCRETE FOUNDATION WALL 3500 PSI AT 28 DAYS MIN. WITH #5 REBAR HORIZONTAL AT TOP OF FOUNDATION WALL CONTINUOUS AT CORNERS AND #5 VERTICAL REBAR REINFORCEMENT ~ 48" O.C, FOUNDATION FOOTING - 18" X 8" POURED CONCRETE FOOTING 350g PSI AT 28 DAYS MIN. WITH (2) #5 REBAR SEARING ON UNDISTURBED VIRGIN SOIL, REEAR CONCRETE COVERAGE TO .......... m "] I I ~-_~ L._.~ I I L--1 L--1 I I r__.~ ~.1..r ................................ REAR ELEVATION SCALE: 114" = 1'-0" LINE OF PROPOSED F RST F N SHED FLOOR LEVEL..~._p CAL.~_ LINE OF PROPOS_~ED CELLAR CE LNG LEVEL 8'-0" AFF P CAL ................................ ._cry.~._ ~_. EXISTING GRADE SLOPED AWAY FROM STRUCTURE APPLY TAR FOUNDATION WATER PROOFING AND MOISTURE BARRIER TO EXTERIOR OF FOUNDATION WALL BELOW GRADE IN COMPLIANCE WITH RCNYS SECTION R406.3.2 NOTE: METAL TERMIT SHIELD REQUIRED BETWEEN PRESSURE TREATED MUDSILL AND TOP OF CONCRETE WALL AS PER RCNYS SECTION R324 LINE OF PROPOSED CELLAR FLOO__R -- EXISTING GRADE SLOPED AWAY FROM STRUCTURE 2 5/30108 5/20/08 Date Issued for client review. Issued for client review. Description Issue/Revision Issued for client review. Project ID CAD File Name Drawn By Silensky SILANSKY 3 FINALmcd E KOENIG Chec~d By E KOENIG Issue Date: 5/30/08 Plot Date: E KOENIG Reviewed by Designed by E KOENIG Submitted By E KOENIG ; Drawin~ Code 1-3/4" X 11-7/8" MICROLAM ROOF RIDGE AND CONTINUOUSLY VENTED ROOF RIDGE STANDARD ROOF ASSEMBLY-240# OWENS CORNING OAKRIDGE DEEP SHADOW PRO-50 ARCHITECTURAL ROOF SHINGLES, COLOR DRIFTWOOD OVER 30# ROOFING FELT ON ½" 'CDX' PLYWOOD ROOF SHEATHING (NO ALTERNATES WILL BE ACCEPTED FOR PLYWOOD ROOF SHEATHING) OVER 2" X 10" ROOF RAFTERS ~116" D.C. ALUMINUM GU~rERS OVER 2" X 8" P.T. F ALUMINUM DOWNSPOUTS DRAINING INTO ONSITE DRYWELLS SET IN A SAND AND CURSHED GRAVEL 2'-0" DEEP COLLAR AROUND DRYWELL CONTINUOUSLY VENTED SOFFIT WITH ALUMINUM GUTTER NOTE: METAL TERMIT SHIELD REQUIRED BETWEEN PRESSURE TREATED MUDSILL AND TOP OF CONCRETE WALL AS PER RCNYS SECTION R324 4" STONE VENEER WITH GRANITE LEDGED PITCHED AWAY FROM STRUCTURE 12" POURED CONC "TRENCH" STOO FOUNDATION WALLS TO GRADE. 3500 PSI AT 28 DAYS MIN. BEARING ON VIRGIN SOIL WITH (2) #5 REBAR AT BOTTOM. REBAR CONCRETE COVERAGE TO BE 3" MIN. APPLY TAR FOUNDATION WATER PROOFING AND BARRIER TO EXTERIOR OF FOUNDATION WALL BELOW GRADE IN COMPLIANCE WITH RCNYS SECTION R406.3.2 FOUNDATION WALL - 12" POURED CONCRETE FOUNDATION WALL WITH BRICK VENEER LEDGE, 3506 PSI AT 28 DAYS MiN. WITH #5 REBAR HORIZONTAL AT TOP OF FOUNDATION WALL CONTINUOUS AT CORNERS AND ~5 VERTICAL REBAR REINFORCEMENT ~ 48" D.C. FOUNDATION FOOTING - 2(7' X 8" POURED CONCRETE FOOTING 3500 PSI AT 28 DAYS MiN. WiTH (2) #5 REBAR BEARING ON UNDISTURBED VIRGIN SOIL. REEAR CONCRETE COVERAGE TO BE 3" MIN.. CHIMNEY CAP CULTURED STONE CHIMNEY, 2'-0" ABOVE ANY ROOF SURFACE W~THIN 10'-0" HORIZONTALLY HEIGHT OF ROOF RIDGE ABOVE ADJACENT GRADE 23' t0"+ ............................ ~. ............................... .=..~.__ !:_.__ _ STANDARD CATHEDRAL ROOF ASSEMBLY - 240~ OWENS CORNING OAKRIDGE DEEP SHADOW PRO-50 ARCHITECTURAL ROOF SHINGLES, COLOR DRIFTWOOD OVER 3(~ ROOFING (TYPICAL) FELT ON %" 'CDX' PLYWOOD ROOF SHEATHING (NO ALTERNATES WILL BE ACCEPTED FOR PLYWOOD ROOF SHEATHING) OVER 2"X lg" ROOF RAFTERS ~ 16" D.C. WITH 8-114" R-30c KRAFT PAPER BACKED FIBERGLASS INSUALTION BATrS BE~J~NEEN RAFTERS COVERED WITH 1/2" GYPSUM BOARD NOTE: BLIND FLASH ALL INTERSECTIONS OF HORIZONTAL AND VERTICAL. ~ ROOFING FELT TO BE INSTALLED ON PLYWOOD ROOFING FROM FASCIA BOARD TO 2'-0" PAST EXTERIOR WALL TO PREVENT LEAKAGE FROM ICE DAMS. LINE OF PROPOSED FIRST FINISHED CEILING LEVEL 9'-0" AFF HARDFPLANK SIDING 1/2 X 5 CDR-MILL 12 10" DIA. TAPERED COLUMN ENCLOSURE OVER 4" X 4" P.T. POST. VERIFY REQUIRED COLUMN HEIGHT IN FIELD BEFORE ORDERING OR CUTTING [TYPICAL) CONCRETE FLOOR SLAB -4" POURED CONCRETE FLOOR SLAB WITH 6" X 8" W1.4 X W1.4 W.W.F. OVER 4" COMPACTED CRUSHED GRAVEL LINE OF PROPOSED FIRST FINISHED FLOOR LEVEL 0~r'~P. ICA. L) .... EXISTING GRADE SLOPED AWAY FROM STRUCTURE FOUNOATION WALL -8" POURED CONCRETE FOUNDATION WALL 3500 PSI AT 28 DAYS MIN. WITH #5 REBAR HORIZONTAL AT TOP OF FOUNDATION WALL CONTINUOUS AT CORNERS AND #5 VERTICAL REBAR REINFORCEMENT ~ 48" O.C. (VERTICAL REINF. REQUIRED IN CELLAR FOUNDATION WALLS ONLY) FOUNDATION FOOTING - 16" X 8" POURED CONCRETE FOOTING 3500 PSI AT 28 DAYS MIN. WiTH (2} #5 REBAR BEARING ON UNDISTURBED V~RGIN SOIL. REEAR CONCRETE COVERAGE TO BE 3" MIN.. RIGHT SIDE ELEVATION SCALE: 114" = 1'-0" CARMELHILL ARCHITECTS www. CARMELHILL.com Firm CARMELHILL ARCHITECT EDWARD KOENIG, R~A., N,C.A.R.B. 16 William Avenue East Islip, NY 11730-2305 631-277-3337 Web Page: www. CARMELHILL.com Email: EKoenig@CARMELHILL.com Silansky Residen -, 770 PINEWOOD ROAD CUTCHOGUE, Ny 11935-2218 860-305-7985 ELEVATIONS Drawing NO, A-8 STANDARD ROOF ASSEMBLY-240# OWENS CORNING ' DEEP SHADOW PRO-SO ARCHITECTURAL ROOF SHINGLES, COLOR DRIFTWOOD OVER 30~ ROOFING PELT ON T~" 'CDX' PLYWOOD ROOF SHEATHING (NO ALTERNATES WILL BE ACCEPTED FOR PLYWOOD ROOF SHEATHING) OVER 2" X t0.' ROOF RAPTERE Q IS" C.C. I-LEVEL TRUE JOIST TJI 560 111-7/8" CEILING JOSITS Q 16" O C. WITH OPTIONAL 8-1/4" R-30C KRAFT PAPER SACKED FIBERGLASS INSULATION BATTS BETWEEN JOISTS COVERED WITH 5/8" T?PE 'X' GYPSUM BOARD NEW EXTERIOR PERIMTER WOOD FRAME ~ HARDI-PLANK SIDING 1/2 XS CDR-MILL 12 OVER q'YVEK' HOUSE WRAP OVER 1/2" EXTERIOR GRADE 'CDX' PLYWOOD SHEATHING (OR EQUAL) OVER 2" X S" WOOD STUDS ~ 16" C.C. WiTH OPTIONAL 5-1/2" R-21 KRAFT PAPER SACKED FIBERGLASS INSULATION BATTS BETWEEN STUDS COVERED WiTH 112" GYPSUM BOARD CONCRETE FLOOR SLAB -4" POURED CONCRETE FLOOR SLAB WITH 6" X 6" W1.4 X WI ,4 W.W.F. OVER 4" COMPACTED CRUSHED GRAVEL. FLAT AND LEVEL, NO PITCH. SECTION SCALE: tl4" -- 1'-O" EX[STING GRADE AND TOP SOIb PRECAST INTERLOCKING CAPSTONE EXISTING UNDISTURBED VIRGIN SOIL GEOGRID STRUCTURAL REINFORCING EVERY THIRD COURSE 18 LONG X B HIGH X 10-1/2 DEEP PRECAST 'NICOLOCK' INTERLOCKING UNITS WITH 1/2 SETBACK BATTER COMPACTED SOIL BACKFILL 12 THICK CRUSHED GRAVEL DRAINAGE FILTER FABRIC 4 PVC PERFORATED DRAIN TILE 8" DEEP COMPACTED CRUSHED GRAVEL BASE EXISTING VIRGIN SOIL- LANDSCAPING RETAINING WALL DETAIL PROPOSED 2" X 4" COLLAR TIES ~116" C.C. (2) 1-5/4" X 11-7/8" MICROLAM--- BEAM (PLUSH) PROPOSED PROPOSED FLOOR ASSEMBLY: 314" 'CDX' TONGUE AND GROOVE PLYWOOD FLOOR SHEATHING GLUED AND SCREWED OVER I-LEVEL TRUE JOIST TJI 560 / 11-7/8'~ PLOOR JOSiTS {~ 16" C.C. WITH 5-1/2" R-21 KRAFT PAPER BACKED FIBERGLASS INSULATION SAvOrs BETWEEN JOISTS 2"x 12" ROOF -- PLATE AND SPIKED RAFTERS 2" X PLATE PROPOSED PROPOSED MASTER 1-3~"X 11-7/8" MICROLAMBEAM PROPOSED 3-1/2" DIA. STEEL COLUMN OVER 3'-0" X 3'-S" X 10" POURED CONCRETE PAD BEARING ON VIRGIN SOIL 1-3/4" X 11-7/8" MICROLAM BEAM 4" DIA. STEEL COLUMN OVER 3'-0" X 3'-0" X 12" POURED CONCRETE PAD BEARING ON VIRGIN SOIL (2) 1-3/4" X 14" MICROLAM ROOP RIDGE AND CONTINUOUSLY VENTED ROOP RIDGE 1-314" X 11-718" MICROLAM ROOP RIOGE AND CONTINUOUSLY VENTED ROOP RIDGE ROOF ASSEM BLY-240# OVVENS CORNING OAKRJDGE DEEP SHADOW PRO-80 ARCHITECTURAL ROOP EHINGLES, COLOR DRIFTWOOD OVER 30~ ROOPING PELT ON %" 'CDX' PLYWOOD ROOF SHEATHING (NO ALTERNATES WILL BE ACCEPTED FOR PLYWOOD ROOF SHEATHING) OVER 2"X 10" ROOP RAFTERS ~ 18" O,C. WITH 8-1/2" R-21 KRAPT PAPER BACKED FIBERGLASS INSUALTION EATTS BETWEEN RAPTERS COVERED WITH 1/2" GYPSUM BOARD 2" X 4" STRONG SACKS (CONTINUOUS) (2) 1-3/4" X 11-718" MICROLAM SEAM WITH 3/8" STEEL FLITCH PLATE BOLTED WITH 1/2" DIA, BOLTS ~ 1%6" C.C, "STAGGERED" (FLUSH) LINE OF PROPOSED FIRST PINISHED CEILING LEVEL 0.-S" AFF (TYPICAL) LINE OF STRUCTURAL HEADE~R, 7'-~i0__I.~"~,_~FF. ........... I-LEVEL TRUE JOIST TJI 560 111-7/8" CEILING JOSITS Q 18" C.C. WITH 8-114" R-3SC KRAFT PAPER BACKED FIBERGLASS INSULATION BA'iq'S EETWEEN JOISTS COVERED WITH 1/2" GYPSUM BOARD NEW EXTERIOR PERIMTER WOOD PRAME WALL CONSTRUCT BY HARDI-PLANK SIDING 1/2 X 6 CDR-MILL 12 OVER "FYVEK~ HOUSE WRAP OVER t/2" EXTERIOR GRADE 'CDX' PLYWOOD SHEATHING (OR EQUAL) OVER 2" X 6" WOOD STUDS ~ 16" C.C. WiTH 5-1/2" R-21 KRAFT PAPER BACKED FIBERGLASS INSULATION BA3'FS BETWEEN STUDS COVERED WITH 112" GYPSUM BOARD EXISTING GRADE SLOPED AWAY FROM STRUCTURE CELLAR SLAB - 4" POURED CONCRETE FLOOR SLAg WITH 6" X B" W1.4 X W1,4 W.W,F, ON 6 MIL CONC, RATED POLY VAPOR BARRIER OVER 4" COMPACTED CRUSHED GRAVEL POUNDATION WALL -8" POURED CONCRETE POUNDATION WALL 3500 PSI AT 28 DAYS MtN. WITH #5 REBAR HORIZONTAL AT TOP OF POUNDATION WALL CONTINUOUS AT CORNERS AND #5 VERTICAL REBAR REINPORCEMENT ~ 48" O.C, (VERTICAL REINF. REQUIRED iN CELLAR FOUNDATION WALLS ONLY) POUNDATION FOOTING - 16" X 8" POURED CONCRETE FOOTING 3500 PSI AT 28 DAYS MIN. WITH (2) ~5 REBAR BEARING ON UNDISTURBED VIRGIN SOIL. REBAR CONCRETE COVERAGE TO BE 3" MIN.. STANDARD ROOF ASSEMBLY.'-240~ OWENS CORNING OAKRIDGE DEEP SHADOW PRO-50 ARCHflTECTURAL ROOF SHINGLES, COLOR DRIFTWOOD OVER 3(3~ ROOFING FELT ON %" 'CDX' PLYWOOD ROOF SHEATHINGI (NO ALTERNATES WILL BE ACCEPTED FOR PLYWOOD RiOOF SHEATHING) OVER 2" X 6" ROOF RAFTERS ~t 16" C.C. I-LEVEL TRUE JOIST TJI 580 111-7/8" CEILING JOSITS ~ 16" O,C, WITH 8-1/4" R-30c KRAFT PAPER BACKED FIBERGLASS INSULATION BAa-rS SETWEEN JOISTS COVERED WITH 1/2" GYPSUM BOARD SELF ADHESIVE BITUMINOUS ROOFING FELT TO BE INSTALLED ON PLY~NOOD ROOFING FROIM FASCIA SOARD TO 2'-0.' PAST EXTERIOR WALL TO PREVENT LEAKAGE FROM ICE DAMS. 1" X 8" PASCIA WITH 12" SOFFilT OVERHANG -- CONTINUOUSLY VENTED SOFFIT WITH ALUMINUM GUTTER- NEW EXTERIOR PERIMTER WOOD FRAME WALL HARDI-PLANK SIDING 1/2 X 6 CDR-MILL 12 OVER 'TYVEK~ HOUSE WRAP OVER 1/2" EXTERIOR GRADE 'COX~ PLYWOOD SHEATHING (OR EQUAL) OVER 2" X 6" WOOD STUDS @ 16" C.C. WITH 5-1/2" R-21 KRAFT PAPER BACKED FISERGLASS INSULATION SATTS BETWEEN STUDS COVERED WITH 1/2" GYPSUM BOARD FLOOR ASSEMBLY 314" 'CDX' TONGUE AND GROOVE PLYWOOD FLOOR SHEATHING GLUED AMD SCREWED OVER I-LEVEL TRUE JOIST TJI 580 / 11-718" PLOOR ~IOSITS {~ 16" C.C. WITH 5-1/2" R-21 KRAFT PAPER SACKED FIBERGLASS INSULATION BATTS BE3WEEN JOISTS (2) 1-3/4" X 11-7/8" MICROLAM HEADER NOTE, METAL TERMIT SHIELD REQUIRED BE'i~EEN PRESSURE TREATED MUDSILL AND TOP OF CONCRETE WALL AS PER RCNYS SECTION R324 CELLAR SLAE - 4" POURED CO,NCRETE FLOOR SLAB WITH 6" X 6" WI.4 X W1.4 W.W.F. ON 6 MIL CONC. RATED POLY VAPOR BARRIER OVER 4" COMPACTED CRUSHED GRAVEL APPLY TAR FOUNDATION WATER PROOFING AND MOISTURE BARRIER TO EXTERIOR OF FOUNDATION WALL BELOW GRADE IN COMPLIANCE WITH RCNYS SECTION R406.3.2 PROPOSED MASTER MICROLAMBEAM(FLUSH) PROPOSED MASTER DOUBLE JOIST 4" DIA, STEEL COLUMN OVER 3'-0" X 3'-0" X 12" POURED CONCRETE PAD SEARING ON VIRGIN SOIL STEEL COLUMN OVER 3'-0" X 3'-9" X 12" POURED CONCRETE PAD BEARING ON VIRGIN SOIL PROPOSED (3) BEAM 1-314" X 11-7/8" MICROLAM ROOF RIDGE AND CONTINUOUSLY VENTED ROOF RIDGE STANDARD ROOF ASSEMSLY-240# OWENS CORNING OAKRIDGE DEEP SHADOW PRO-50 ARCHITECTURAL ROOF SHINGLES, COLOR DRIFi~VOOD OVER 30~ ROOFING FELT ON ~" 'COX~ PLYWOOD ROOF SHEATHING (NO ALTERNATES WILL BE ACCEPTED FOR PLYWOOD ROOF SHEATHING) OVER 2" X 10'' ROOF RAFTERS {~ 16" C.C. 2" X 4" COLLAR TIES ~ 16" O.C 113 OF THE DISTANCE BETWEEN THE RIDGE AND THE TOP OF THE CEILING JOISTS, MAXIMUM DISTANCE BETWEEN TOP OF CEILING JOISTS AND COLLR TiES NOT TO EXCEED 4'-5") 2" X 4" STRONG RACKS (CONTINUOUS) OOF RAFTERS I~ 16" O.C. --.~.~L. IN~E. O__F. P__R.O_~.P O S E D(T~PiCAL) -~ PIRST PIN/SHED CEILING LEVEL E'-0" AFF '2" X 4" CEILING JOISTS Q I~;'-~;~-~'~'~'W~'~:~"~I~'~- .... BEADSOARD SOFFIT MATERIAL 'TEKOED' TO 2" X 6" LEDGER BEAM BOLTED TO STRUCTURE WITH 1/2" DIA* BOLTS ~ 1'~6" O.C. "STAGGERED" 10" DIA, TAPERED COLUMN ENCLOSURE OVER 4" X 4" P.T. POST, VERIFY REQUIRED COLUMN HEIGHT IN PIELD EEFORE ORDERING OR CUT'T'ING (TYPICAL) CONCRETE PLOOR SLAB -4" POURED CONCRETE PLOOR SLAB WiTH 0.' X 6" WI .4 X WI .4 W.W.F. PITCHED 1/8" PER POST AWAY PROM HOUSE OVER 4" COMPACTED CRUSHED GRAVEL LiNE OF PROPOSED FIRST F N SHED FLOOR LEVEL (~_p C~,I-) EXISTING GRADE SLOPED AWAY FROM STRUCTURE 12" POURED CONC ~'RENCH" STOOP ARMS AND PORCH FOUNDATION WALLS TO GRADE, 3500 PSI AT 28 DAYS MIN. BEARING ON VIRGIN SOiL WiTH (2) #5 REBAR AT BOTTOM. REBAR CONCRETE COVERAGE TO BE 3" MIN FOUNDATION WALL -8" POURED CONCRETE FOUNDATION WALL 3500 PSi AT 28 DAYS MIN. WITH #5 REBAR HORIZONTAL AT TOP OF FOUNDATION WALL CONTINUOUS AT CORNERS AND #5 VERTICAL REBAR REINFORCEMENT ~ 48" O,C. (VERTICAL REINF. REQUIRED ~N CELLAR FOUNDATION WALLS ONLY) FOUNDATION FOOTING - 16" X 8" POURED CONCRETE FOOTING 3500 PSI AT 28 DAYS MIN. WITH (2) #5 REBAR BEARING ON UNDISTURBED WRGIN SOIL. REEAR CONCRETE COVERAGE TO SECTION SCALE: 1/4" = 1'4" ~]~TH B LICENSE NUMaER: 01030 Jill Illllllllllll IIII 2 1 5/30/08 5/20/08 Date Issued for client review. Issued for client review. Description Issue/Revision Issued for client review. Project ID CAD File Name SILANSKY 3 FINAL.mcd Drawn By E KOENIG Checked By E KOENIG issue Date: 5/30/08 PIct Date: Reviewed by E KOENIG Designed by E KOENIG E KOENIG Drawin Code CARMELHILL ARCHITECTS www. CARMELHILL.com Firm CARMELHILL ARCHITECT EDWARD KOENIG - R.A., N.C.^.R.B. 16 William Avenue East Islip, NY 11730-2305 631-277-3337 Web Page: www. CARMELHILLcom Email: EKoenig~CARMELHILL.com Silansky Residenc 770 PINEWOOD ROAD CUTCHOGUE, NY 11935-2218 860-305-7985 SECTIONS Drawing No. A-9.1 of 13 LAPPED AND SPIKED RAFTERS STANDARD ROOF ASSEMBLY-240# OWENS CORNING OAKRIDGE DEEP SHADOW PRO-50 ARCHITECTURAL ROOF SHINGLES, COLOR DRIFTWOOD OVER 30~ ROOFING FELT ON %" 'CDX' PLYWOOD ROOF SHEATHING (NO ALTERNATES WILL BE ACCEPTED FOR PLYWOOD ROOF SHEATHING) OVER 2" X 5" ROOF RAFTERS Q 16" D.C. i-LEVEL TRUE JOIST TJI 560 111-7/8" CEILING JOSITS Q 16" D.C. WITH 8-114" R-30C KRAFT PAPER BACKED FIBERGLASS iNSULATION BARFS BETWEEN JOISTS COVERED WITH t/2" GYPSUM BOARD 2" X E" CEILING JOISTS ~ 16" D.C. COVERED WITH VINYL' BEADBOARD I" X 8" FASCIA WITH 12" SOFFIT OVERHANG (3) 2"XS"BEAM 10" DJA, TAPERED COLUMN ENCLOSURE OVER 4" X 4" P,T.. POST, VERIFY REQUIRED COLUMN HEIGHT IN FIIELD BEFORE ORDERING OR CUTTING (TYPICAL) FLOOR ASSEMBLY' 3/4" 'CDX' TONGUE AND GROOVE PLY~NOOD FLOOR SHEATHING GLUED AND SCREWED OVEIR kLEVEL TRUS JOIST TJI 560 111-7/8" FLOOR JOSITS ~ 16" D.C. WITH 5-tl2" R-21 KRAFT PAPER BACKED FIBERGLASS INSULATIOIN BAI'FS BETWEEN JOISTS CONCRETE FLOOR SLAB - 4" POURED CONCRETE FLOOR SLAB WITH 6" X 5" W1.4 X WI.4 W.W.F. PITCHED 1/8" P~ER FOOT AWAY FROM HOUSE OVER 4" COMPACTED CRUSHED (GRAVEL 12" POURED CONC. "TRENCH" STOOP ARMS AND PORCH' FOUNDATION WALLS TO GRADE, 3500 PSI AT 28~ DAYS MIN. BEARING ON VIRGIN SOIL WITH (2) #5 REBAR AT BOTFOM. REBAR CONCRETE COVERAGE TO BE 3" MIN, FOUNDATION WALL - 8" POURED CONCRETE FOIUNDATION WALL 3500 PSI AT 28 DAYS MIN. WITH #5 REEAR HORIZONTAL AT TOP OF FOUNDATION WALL CONTINUOUS AT CORN[BRS AND #5 VERTICAL REEAR REINFORCEMENT ~ 48" D.C. ([VERTICAL REINF. REQUIRED IN CELLAR FOUNDATION WAL.LS ONLY) FOUNDATION FOOTING - 16" X 8" POURED CONCRETE FOOTING 3500 PSi AT 28 DAYS MIN. WITH (2) #5 REBAR BEARING ON UNDISTURBED VIRGIN SOIL. REBAR CONCRET~ COVERAGE TO BE 3" MIN.. SECTION STRUCTURE ITH 1/2" DIA. BOLTS ~ 1'-6" O.C. "STAGGERED" PROPOSED (2) 1-3/4" X 11-7/~ MICRO[AM BEAM 3-1/2" DIA. STEEL' [ALLEY COLUMN 3-1/2" DIA. STEEL COLUMN OVER - %6" X 1'-6" X 18" POURED CONCRETE PAD BEARING ON VIRGIN SOIL PROPOSED PROPOSED BATH PROPOSED CELLAR SLAB -4" POURED CONCRETE -- FLOOR SLAB WITH 6" X 6" W1.4 X W1.4 W.W.F. ON 6 MiL CONC. RATED POLY VAPOR BARRIER OVER 4" COMPACTED CRUSHED GRAVEL 1-314" X 11-7/8" MICROLAM ROOF RIDGE AND CONTINUOUSLY VENTED ROOF RIDGE STANDARD ROOF ASSEMBLY-240~ OWENS CORNING OAKRIDGE DEEP SHADOW PRO-50 ARCHITECTURAL ROOF SHINGLES, COLOR DRIFTWOOD OVER 3C~ ROOFING FELT ON %" 'COX' PLYVVOOD ROOF SHEATHING {NO ALTERNATES WILL BE ACCEPTED FOR PL'I~NOOD ROOF SHEATHING) OVER 2" X 10" ROOF RAFTERS ~ 16" O.C 2" X 4" COLLAR TIES ~ 16" D.C. 1/3 OF THE DISTANCE EE'i~NEEN THE RIDGE AND THE TOP OF THE CEILING JOISTS, MAXIMUM DISTANCE BETWEEN TOP OF CEILING JOISTS AND COLLR TIES NOT TO EXCEED 4u5") 2" X 4" STRONG BACKS (CONTINUOUS) SELF ADHESIVE BITUMINOUS ROOFING FELT TO BE INSTALLED ON PL'YqNCOO ROOFING FROM FASCIA BOARD TO 2'-0" EAST EXTERIOR WALL TO PREVENT LEAKAGE FROM ICE DAMS. LINE OF PROPOSED FIRST FINISHED CEILING LEVEL 9'-0" AFF --(t Y--P'~ E'A'~ ................................ NEW EXTERIOR PERIMTER WOOD FRAME WALL CONSTRUCT BY HAROI-PLANK SIDING 1/2 X 6 CDR-MILL 12 OVER 'TYVEK' HOUSE WRAP OVER 1/2" EXTERIOR GRADE 'CDX' PLYWOOD SHEATHING (OR EQUAL) OVER 2" X 6" WOOD STUDS ~ t6" D.C. WITH 5-1/2" R-21 KRAFT PAPER BACKED FIBERGLASS INSULATION BAI-FS BETWEEN STUDS COVERED WITH 1/2" GYPSUM BOARD I-LEVEL TRUE JOIST TJI 560 111-7/8" FLOOR JOSITS ~ IS" D.C. WITH 8-114" R-30c KRAFT PAPER RACKED FIBERGLASS INSULATION BAli'S BETWEEN JOISTS .... ~) __LJ N~E. O~F. P__R.O.~P .O S_ E. D_ F_ I R_~T~F. IN~I .S H~ D._F.L O .O~R .L E__V. E L .~? I~. _ ~RANITE LEDGED PITCHED AWAY FROM STRUCTURE . EXISTING GRADE SLOPED AWAY FROM STRUCTURE APPLY TAR FOUNDATION WATER PROOFING AND MOISTURE RARRIER TO EXTERIOR OF FOUNDATION WALL BELOW GRADE IN COMPLIANCE WITH RCNYS SECTION R406.3.2 NOTE: METAL TERMIT SHIELD REQUIRED BE'PNEEN PRESSURE TREATED MUDSILL AND TOP OF CONCRETE WALL AS PER RCNYS SECTION R324 FOUNDATION WALL - 12" POURED CONCRETE FOUNDATION WALL WITH BRICK VENEER LEDGE, 3500 PSI AT 28 DAYS MIN. WITH ~ REBAR HORIZONTAL ATTOP OF FOUNDATION WALL CONTINUOUS AT CORNERS AND ~ VERTICAL REBAR REINFORCEMENT ~ 48" D.C. -- FOUNDATION FOOTING - 20" X 8" POURED CONCRETE FOOTING 3500 PSI AT 28 DAYS MIN. WITH (2) #5 REEAR BEARING ON UNDISTURBED VIRGIN SOIL. REBAR CONCRETE COVERAGE TO SE 3" MIN.. 2 1 5/30/08 Issued for client review. 5/20/08 Issued for client review. Date Description Issue/Revision Project ID Issued for client review. Silansky CAD File Name SILANSKY 3 FINAL.mcd Drawn By E KOENIG Checked By E KOENIG 5/30/08 ISSUe Date: Pict Date: Reviewed by E KOENIG Designed by E KOENIG Submltied Sy E KOENIG DrawinF) Code 2"X 12" ROOF PLATE STANDARD ROOF ASSEMBL~ DEEP SHADOW PRO-50 ARCHITE( COLOR DRtFI~IVOOD OVER 30~ ROOFING PLYWOOD ROOF SHEATHING (I ACCEPTED FOR PLYWOOD ROOF SHEATHING ROOF RAFTERS I~ 18'~ D.C. 1 X5 FASClAWITH 12 SOFFIT( (4) 1-3/4" X 14" MICROLAM BEAM i-LEVEL TRUS JOIST TIm 5601 t 1-7/8" WITH OPTIONAL 8-tl4" R-30o KRA FIBERGLASS INSULATION EATTE BETWEEN WITH 5/3" TYPE 'X' GYPSUM BOARD NEW EXTERIOR PERIMTER HARDI-PLANK SIDING t/2 X 6 CDR-MILL 1~ WRAP OVER 1/2" EXTERIO~ (OR EQUAL) OVER 2" X 8" WOOD STUDS OPTIONAL 5-1/2" R-21 KRAFT PAPE INSULATION BATFS BEI'~NEEN STUDS CC GYPSUM BOARD = SHEATHING) OVER 2 X6'1 ~ Hm / ~ NEW INTERIOR WALL WOOD FRAME WALL CONSTRUCT BY m~m / 2" X 6" WOOD STUDS 18" D.C. WITH (1) ONE LAYER OF 5/8" ~/8" CEILING JOSITS ~ t6" O.C. TYPE 'X' GYP. BO. EACH SIDE. FT PAPER BACKED ~ (3) 1-3/4" X 9-1/4" MICROLAM HDR. BETWEEN JOISTS COVERED ~D PROPOSED PROPOSED D FRAME~ WALL CONSTRUCT BY {-MILL 1~ OVER 'TYVEK' HOUSE DE PLYWOOD SHEATHING FLOOR SLAB WiTH 8~ X 8" Wt .4 X WI.4 WW.F. OVER FLOOR SLAB WiTH 6" X 6" W1.4 X W1.4 W.W.F. OVER STUDS ~ 1S" O.C, WITH ~ER BAClKED FIBERGLASS 4 COMPACTED CRUSHED GRAVEL. FLAT AND 4' COMPACTED CRUSHED GRAVEL. PITCHED 118' rUDE C~VERED WiTH 1/2" LEVEL, NO P&TCH. PER FOOT TOWARDS GARAGE DOOR CONCR[BTE FOUNDATION WALL-----.~ / jin' 6 REBAI~ HORIZONTAL AT TOP ' DUE AT CORNERS AND ~5 NT @ 4~" O,C, (VERTICAL '.'. JNDATIC)N WALLS ONLY) POURER) CONCRETE FOOTING ~ AR CONICRETE COVERAGE TO X~, ~ 1-314" X 11-7/8" MICROLAM ROOF RIDGE AND CONTINUOUSLY VENTED ROOF RIDGE STANDARD ROOF ASSEMBLY-240~ OWENS CORNING OAKRIDGE DEEP SHADOW PRO-50 ARCHITECTURAL ROOF SHINGLES, COLOR DRIFT1NOOD OVER 30# ROOFING FELT ON %" 'CDX' PLYWOOD ROOF SHEATHING (NO ALTERNATES WILL BE ACCEPTED FOR PLYWOOD ROOF SHEATHING) OVER 2" X 10" ROOF RAFTERS ~ 16" D.C. 2" X 4" COLLAR TIES ~ 18" D.C. 1/3 OF THE DISTANCE BETWEEN THE RIDGE AND THE TOP OF THE CEILING JOISTS, MAXIMUM DISTANCE BETWEEN TOP OF CEILING JOISTS AND COLLR TIES NOT TO EXCEED 4u0'') 2" X 4" STRONG BACKS (CONTINUOUS) 3500 PSt AT 28 DAYS MIN. WITH ~ F OF FOUNDATION WALL CONTINUOUS A3 VERTICAL REEAR REINFORCEMENT REINF. REQUIRED IN CELLAR F~ FOUNDATION FOOTING - 16" X 8" P~ 3500 PSI AT 28 DAYS MIN. WITH UNDISTURBED VIRGIN SOIL, REBAR CONIC SECTION LI~E ~)F _P__RO.P__O.S.~E.D__F[R__ST~I.NI__S.H. EQ__C .RILING LEVEL 91'0II AFF (TYPICAL) .......... (3) 1-314" X 11-7/8" MICROLAM HEADER 14" MICROLAM BEAM WITH (2) 112" STEEL FLITCH LTED WITH 1/2" DIA. BOLTS ~ 1'-8" D.C. (3) 1-3/4" X PLATES B( "STAGGER LINE OF FF PAVED DRI 0POSED FIRST FINISHED FLOOR LEVEL PICAL /EWAY GRADE SLOPED AWAY FROM STRUCTURE APPLY TAF FOUNDATION WATER PROOFING AND MOISTURE EARRIER ~ :) EXTERIOR OF FOUNDATION WALL EELOW GRADE IN COMPLI, ,NCE WITH RCNYS SECTION R4CO.3.2 NOTE: ME~ ~L TERMIT SHIELD REQUIRED BETWEEN PRESSURE TREATED I IUDSILL AND TOP OF CONCRETE WALL AS PER RCNYS SE' ;TION R324 FOUNDATi" IN WALL - t2" POURED CONCRETE FOUNDATION WALL WIT~ BRICK VENEER LEDGE, 3500 PSi AT 28 DAYS MIN. WITH #5 RI BAR HORIZONTAL ATTOP OF FOUNDATION WALL CONTINUO JS AT CORNERS AND ~-5 VERTICAL REBAR REINFORC ~MENT ~ 48" D.C. -- FOUNDATI~ FOOTING - 20" X 8" POURED CONCRETE FOOTING 3500 PSI AT 28 DAYS MIN. WITH (2) ~5 REBAR BEARING ON UNDISTURBED VIRGIN SOIL. REBAR CONCRETE COVERAGE TO BE 3" MIN.. CARMELHILL ARCHITECTS www. CARMELHILL.com CARMELHILL ARCHITECTR EDWARD KOENIG - R.A., N.C.A.R.B. 16 William Avenue East Islip, NY 11730-2305 631-277-3337 Web Page: www. CARMELHILL.com Emaih EKoenig(~CARMELHILL.com Silansky Residenc 770 PINEWOOD ROAD CUTCHOGUE, NY 11935-2218 860-305-7985 SECTIONS Drawing No. A-9.2 4" POURED CONCRETE SLAB OVER 5 MIL CONCRETE RATED ~%~ WOOD FRAME WALL ABOVE~ -- POLY VAPOR BARRIER OVER 4" CRUSHED GRAVEL OVER ~ COMPACTED EARTH 5/8" MIN. T & G PLYWOOD GLUED AND SCREWED TO 2" X --~ FLOOR JOISTS R LIN F O,R,.C,,E SLAB WITH S X 6 W1.4 X W1.4 W.W.F. DOUBLED OVER 3 .(7 AT EDGE 2" X 4" BoTrOM PLATE ~ "~ ~ ~ REINFORCE BLAB WITH 6 X S WI.4 X W1.4 W.W,F. DOUBLED , DETAIL 2" X RIM JOIST OR BLOCKING ~ <'"> 4:: POURED CONCRETE SLAB 3500 PSI AT 28 DAYS MIN. OVER BP 5/8" ANCHOR BOLT WI.T,H 3" X.3" 115" WASHERS SPACED {~ 3'-0" i 4 CRUSHED GRAVEL OVER COMPACTED EARTH P TCH . . BOLTS SHALL HAVE A MIN. EMBEDMENT OF t5 INTO TRENCH BOLT WITH 3" X 3" 1/8" WASHERS SPACED ~ 3'~" O.C. AND FOUNDATION WALL. FILL CELLS SOLID ~TH GROUT SPACED WITH 6" TO 12" OF EACH END P~TE. ANCHOR = ~ ~ 8 CONCRETE BLOCK COVERED WiTH 1~ CONCRETE PARGING CONTINUOUS AT CORNERS ~ ' ~ ' 8" CONCRETE BLOCK ~ --~ MIN, WITH (2) ~5 REBAR BEARING ON UNDISTURBED VIRGIN ' , ~ ~ ~ 2 ~5 REBAR AT BOSOM. OUTER REBAR TO BE Ill Ill Ill FOOTING B~RING ON UNDISTURBED ~]lll:' __,~ SOIL, REBAR CONCR~E COVERAGE T0 BE 3" MIN MONOLITHICALLY POURED CONCRETE S~B WOOD FLOOR TO FOUNDATION DETAIL ~"~'"' ~S~B ON G~DE SITUATIONS ~ INTERIOR FOOTING DETAIL ~ FOr CEL~RS AND C~WLSPACE SITUATIONS ~ CONCRETE PORCH FOUNDATION DETAIL 2 5/~/08 Issu~ for client revlew. ~ SCALE: 1"~ 1'-0" SCALE: 1" = 1'~" SCALE: 1" = 1'~" SCALE: 1,, = 1,-o,, I 5/20/08 Issued for client review. Mark Data Description Issu~Revision Issued for client review. Projea ID Silansky CAD File N~e SI~NSKY 3 FINAL.mcd Drawn By E KOENIG 4" POURED CONCRETE S~a 2500 PSi AT 28 DAYS MIN. OVER ~~ ~ Checked By E KOENIG OVER 3'~' AT EDGE Reviewed by E KOENIG Designed by E KOENIG DAYS MIN 2 ~5 REBAR AT BO~OM OUTER REBAR TO BE ~ I ~ ' MONOLITHICALLY POURED FOUNDATION DETAIL ~. POURED MONOLITHICALLY ~TH THE FLOOR S~B FROM ENDS OR CORNERS ONE STORY S~B ON G~DE SITUATIONS SILL P~TE TO FOUNDATION WALL CONTINUI~ REINF. DTL. - ELEV. VIEW ~OLT SPACING SPECIFICATION -' ~ ~WPICAL) WITH 12 MINIMUM B~RING ON CARMELHILL ARCHITECTS ~ STUDS, ~APPED UNDER SILL AND NAILED TO BOSOM OF SILL EDWARD KOENIG - R.A., N.C.A.R.B. 1 6 William Avenue / ~ ~ ~ PHD6 (UPLI~ CONNECTOR) ~TH 7/8" OlA, < ~ ~/~ ~ICAL) WITH 12" MINIMUM B~RING ON ~%/ I I/CONCRETE WiTH ,,SIMPSON. ET (HiGHTHREADED ROD EMBEDDED t2-1~" INTO ~ / -' ~ UNDERSIDEST~DS' ~APoFSTRAPsiLL UNDER SILL, NAILED TO ~~ ~ 631-277-3337East Islip, NY 11730-2305 ' ~ I I/ STRENGTH EPOXYADHESIVE) AND FOR ~ h ~ ~ 'I ~ ~EMP.'S 0,~O 40 DEGREES F USE ~ ,' I[~ pIED6 (UPLIFT CONNECTOR) ~mH ~18" DIA CS20 (UPUFT CONNECTOR- ~ ~~ Web Page: ~.CARMELHILL.~m ~ ~ ~ I~ ~[~IHR~DED ROD ~BEDDE~,12-112 INTO Email: EKoenig~CARMELHILL.com ~ ~ I / ~ I 1~1 1[ ~N~ (YADHESIVE ANDFOR ,~ BUILDING AND AT ENDS OF SH~RWALLS) ~ ', ~ - I ~ ~ TIEMP~O 4 DEGREES F USE Proje~ ~tle ~ ~ . ANC~O. aOLT~EE FOUND*TiON 770 PIN~WOOD ROAD ~~~ILFORSIZEANDSPACING) ' I "~/ *3~(s.~, ~ ~ ~ ~ CUTCHOGUE, NY 11935-2218 ~ ~~ ~P WITN SQUARTE WASHER (UPLIFT ~PICAL) ~ ~ ~~LL ST~PPI~ TO BE INSTALLED 860-305-7985 ANCHOR BOLT-SEE FOUNDATION ~ ~ ~ ~ ~16" ~C. (UNLESS OTHER~SE CONNECTOR ~PICAL AT *LL STRA,,~"~ TO ~E ~,ST*LLE O.C. E~ TO ~ DETAILS 1 ~.o~ "s,~.so. s~.ous~ ~.o~"s,u.so. s~.o.~ ~,~ WALL TO GIRDER CONNECTION DETAIL FLOOR JOISTS ~PPED CS20 (UPLIFT CONNECTOR - ~. ~ ~ ~ ~--~1 r~ }][ 1;[ TYPICAL ~ 16" D.C.) WITH IZ' ~ J~.~ I ~ BLOCKING ~ 48" D.C. ~ IN FIRST ~O -- ~ (12" MIN. B~RINO ON RAFTERS) SH~THING GLUED AND SC"EWED ALL STRAPPING TO SE INBTALLED TO THE GIRDER BELOW. PS418 (UPLIFT STUD WITH 13" MIN, STUDS B~RING SHOWN ABOVE. A CONTINUOUSLY CONNECTED ~ GIRDER BELOW ~TH BY ANY OF THE STRAPS SHOWN PROVIDED FROM THE STUD TO THE GIRDER BELOW. GIRDER BELOW. ~ ~/ 2 X ~ (UPLIFT CONNECTOR)~8" ANCHOR BOLT "SIMPSON STRONG TIE CONNECTORS" ~ ~ ~CH END PLATE. ANCHOR BOLTS SHALL WALL TO GIRDER CONNECTION DETAIL WALL TO GIRDER CONNECTION DETAIL NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE GAUGE STEEL COIL ST~PPING SECURE ~CH RAFTER TO ~TH (3) 8d COMMON NAILS RIDGE CONNECTION ~TH SIMPSON LSSU210 RAFTER ~CH END OF STRAP j ~ STRAPP,NG TO BE 16,, O.C. WiT ~~ HANGERS ~ RA~ER ~ ' ' ~ COL~R TIES DOUBLE TOP P~TE ~ 2" X 4" CONTINOUS ~TERAL BRACE ~ 6'"~" O ~ ~ MTS~ UPLI~ CONNECTOR AT ~CH ~FTER AND 16" D.C. (NON ALL ST~PPING ) RUCTURAL) / 2 5/30/08 Issued for client review. HE~ER ~ % STUD (~PICAL) INSTALLED 16" ~ CEILING JOISTS 1 5/20/08 Issued for client review. : ~ CS20 COiL ST~P (UPLIFT CONNECTOR ' ~PICAL ~2 AT ALL KING STUD TO TOP P~TE CONNECTIONS) ~ ~~~ cADMa~File Name Datesl~NSKY 3 FINAL.modDescrioti°n 12" MIN. B~RING ON STUDS . ~ CS20 COiL ST~P (UPLIFT CONNECTOR - (2) 10d NAILS ALL STRAPPING TO BE INSTALLED 16" D.C. UNLESS ~ ~ ~PICAL) W~H t2" MINIMUM B~RING ON issu~Revislon Issued for client review. CONNECTOR - ~PICAL AT PATH MUST BE PROVIDED FROM THE STUD TO THE TO UNDERSIDE OF SILL KING ~ ALL H~DER TO JACK GIRDER BELOW, ALL STRAP STOCK NUMBERS ~ A35F MINA. GAUGE P~TE ~ NOREQUiREDSTRAPPING~EN 5d COOLER ~ ~ '~~ I ~ . ~ ~BLE END ~rawn By E KOENIG STUD CONNECTIONS) 12" MiN. SHO~ ARE FROM "SIMP~ON STRONG TIE ~ / ~ ~ ~ CONNECTORS ~ 12" O,C, M~. ~ ~ (SH~R CONNECTOR)~ COLOR TIES ARE 16" :::::C:::::~~~~ ~~. Checked By E KOEN'G ~ CS20 COIL ST~P (UPLI~ CONNECTOR) ~PICAL AT ~ ~ ALL ST~PPING TO BE INSTALLED 16" D.C. ~ - D.C. lesue D~e: 5/30/08 _ _ ~ .... ~ ---- V T CONNECTIONS) 12 MIN. 8~RING ON STUDS ' UNLESS OTHERWISE NOTED 2" X 4" COLOR TIES 16" Plot Date: ~NO UPL ~ r t I A CONTINUOUSLY CONNECTED PATH BE~EN RIDGE AND --~(10) 8d ~ILS i {{CONNEC'I~R ~ ~ /THREADEDRODEMBEDDED12-1/2 NTOCONCRETE " MUST BE PROVIDED FROM THE S~D TO CElUNGJOISTS 2"X4"BLOCKNA Designedby EKOENIG i ii REQUI~ ~ ) ~11 I' ~ WITH "SIMPSON" ET (HIGH STRENGTH EPOXY THE GIRDER BELOW. (M~IMUM HEIGHT ~BRACE WITH (4) 10d ~1~ /~ ~ Subml.~ By E KOENIG ~ ~ ADHESIVE) (~PICAL AT CORNERS OF BUILDING, AT~~ FROM 'SIMPSON STRONG TIE / ~ OR ~NDOW OPENINGS OF 6'~" WIDTH OR MORE) ~ ST~P ~CS20 AS MFG'D. BY SIMPSON F~MING AND UPLIFT CONNECTION ~PICAL CONNECTIONS DETAILS w,~. ~,.. ~".~.,.~ o. NOT TO SCALE NOT TO SCALE NOT TO ~CALE ~ NOT TO SCALE ~ / / 10'*~ 213 'x Lg~ / (3) 8d COMMON mILS ~ ~CH END OF ~ ~,~, ~3 AC4 ~ST~P AS MFG'D, BY SIMPSON EACH /= ~ SEGMENT (S.W.S.) ~ERE NOTED ON FLOOR P~N SHALL BE CONTINUOUIS FROM SILL TO TOP ~ ~ ~ P~N SHALL BE CONTINUOUIS FROM SILL TO TOP P~TE OR ADEQUATELY BLOCKED AT JOISTS. 8d 15'~" OR LESS, THE TABU~TED VALUES SHALL BE PERMI~ED TO BE MULTIPLIED BY 0.80. ATE HEIGHT OF GraDE HOLD ~ HOLD DO~ sc*~: .o~ TO sc*~ sc*~: ~"= ~'-o" .o~ ~o sc*~ ~ .o~o sc*~ CARMELHILL ARCHITECTS EDWARD KOENIG - R,A., N.C.A.R.B. ' 16 William Avenue ~ East Islip, NY 11730-2305 [ 631-277-3337 . DOOR AND WINDOW H~DER ~ Web Page: ~,CARMELHILL~m ~ ALLST~,IN~TOeEINSTALL~O~S FASTENING SCHEDULE Email: EKoenig~CARMELHILL.~m ~ ~ MUST BE PROVIDED FROM THE STUD~...... ~ Silans~ Residence ARE R ~W ~, ,~ , CUTCHOGUE, NY 11935-2218 ~TS~ UPU~ CO..ECTO~ (WP~CAL) ~ -- ~ .... 860-305-7985 ~tl] IIII~ ~pHDS(UPLIFTCONNECTOR) WITH7/8" '~* ~={,)~..~,. ~ ' DETAILS2 ~' '";/ SH~RWALLS) PAeE 1~} & ~LE ~ PAGE 316} CONNECTOR - TYPICAL AT ALL HEADER TO JACK CONNECTIONS) 12" MIN. BEARING ON STUDS {{CONNEC '~ ,R X i MAXIMUM HOLE SIZE BEAM DEPTH MAX. ROUND SPACING BETWEEN 2 X DIAMETER OF THE LARGEST HOLE (MINIMUM) DASHED LINE DESIGNATES ALLOWED HOLE ZONE -- ALLOWED HOLE ZONE MIDDLE 1/2 OF SPAN ALLOWABLE DRILLED HOLES LOCATIONS IN MICROLAM VALLEYS SCALE: 1/2" = 1'-0" DOOR SCHEDULE SYMBOL = NO. LOCATION SIZE FYPE MANUF. VIATERIAL "RAME TYPE '{ARDWARE NOTES 1 ENTRY 3'0"X 6'8" SWING SIMPLE WITH 1'0" SlDELIGI SC THERMATRU :IBERGLASS NOOD .OCKET With DEAD BOLT 2 DEN 3'0" X 6'8" SWING SIMPLE HC ~IASONITE NOOD ~ASSAGE SET 3 FOYER 5'0" X 6'8" CASED OPENING N~OD 4 FOYER (2) 2'4" X 6'8" SWING BI-PANT HC ~SONITE NOOD ~ASSAGE SET 5 BEDROOM#1 3'0" X 6'8" SWING SIMPLE HC ~SONITE NOOD )ASSAGE SET 6 DEN (2) 2'-0" X 6'8" SWING BI-PART HC ~SONITE NOOD )ASSAGE SET 7 BATH 2'4"X 6'8" SWING SIMPLE HC ~ASONITE NOOD )ASSAGE SET 8 BATH 2'4"X 6'8" POCKET DOOR HC ~IASONITE NOOD :LUSH FINGER PULL 9 BEDROOM#2 2'4" X 6'8" SWING S~MPLE HC ~ASONITE NOOD 3ASSAGE SET 10 BEDROOM#2 2'6" X 6'8" SWING SIMPLE HC ~.SONITE NOOO 3RIVACY SET 11 LINEN 2'0" X 6'8" SWING SIMPLE HC ~SONITE ~/OOD ~PASSAGE SET 12 BATH 2'4" X 6'8" SWING SIMPLE HC ~IASONITE ~/OOD PRIVACY SET 13 BEDROOM#3 - 2'6" X 6'8" SWING SIMPLE HC ~SONITE WOOD PRIVACY SET 14 BEDROOM#3 (2) 2'4" X 6'8" SWING BI-PANT HC ~SONITE WOOD PASSAGE SET 15 LAUNDRY 2'8" X 6'8" SWING SIMPLE HC ~1ASONITE WOOD PASSAGE SET 16 GARAGE 2'0" X 6'8" SWING SIMPLE SC ~,SONITE WOOD LOCKSET ;)NE HOUR SELF CLOSING 17 CELLAR STAIRS 2'8" X 6'8" SWING SIMPLE HC ~ASONITE WOOD PASSAGE SET 18 DINING B'0" X 6'8" SWING BI-PART IIFD606§XXL WI IIFDG7216 ~RVlN NOOD VINYL CLAD WOOD LOCKSET 19 GARAGE 2'8" X 6'8" SWING SIMPLE SC STANLEY STEEL VINYL CLAD WOOD LOCKSET WITH DEAD SOLT 20 GARAGE 2'8" X 6'8" SWING SIMPLE SC STANLEY STEEL VINYL CLAD WOOD LOCKSET WITH DEAD SOL- -) PANE GLASS 21 SARAGE 16'0" X 8'0" SECTIONAL OVERHEAD SC .~LOPAY NSULATED VINYL VINYL CLAD P.T. WOOD AUTOMATIC OPENER 22 ~ELLAR (3) 3'0" X 6'8" FOLDING DOOR IWP AURORA A5~01 JELD-WEN "IBERGLASS VINYL CLAD WOOD LOCKSET ~ERIFY STYLE WITH OWNF 23 SARAGE 9'0" X 7'0" SECTIONAL OVERHEAD SC .~LOPAY NSULATED VINYL VINYL CLAD P,T, WOOD AUTOMATIC OPENER 24 ~EDROOM #3 (2} 2'0" X 6'8" SWING BI-PANT HC ~SONITE WOOD PASSAGE SET WINDOW SCHEDULE SYMBOL ',lO. LOCATION TYPE ]OUGH OPENING VlANUF. ~TOCK~ =OLOR --GRESS COMPLIANT DEN DOUBLE HUNG ).'10 1/2"X 5'4 1/4" ~IARVIN INTEGRITY TDH3464 SIERRA WHITE lES DEN DOUBLE HUNG 710 1/2" X 5'4 1/4" ~IARVIN INTEGRITY TDH3464 SIERRA WHITE ~'ES MASTER BATH DOUBLE HUNG I'10 1/2" X 3'0 1/4" ~IANVIN INTEGRITY TDH2236 SIERRA WHITE ~JOT REQ. MASTER BATH DOUBLE HUNG .)'6 1/2" X 3'4 1/4" ~RVIN INTEGRITY TDH3040 SIERRA WHITE ~JOT REQ. BEDROOM #1 DOUBLE HUNG 5'0 112"X 6'0 1/4" ~RV] N INTEGRITY TOH3672 SIERRA WHITE CES BEDROOM #1 DOUBLE HUNG -)'0 1/2" X 6'0 1/4" ~RVI N INTEGRITY TDH3672 SIERRA WHITE CES BEDROOM #1 DOUBLE HUNG -)'0 1/2" X 6'0 1/4" ~lARVI N INTEGRITY TDH3672 SIERRA WHITE CES GREAT ROOM DOUBLE HUNG .)'6 1/2" X 4'8 1/4" VlARVI N INTEGRITY TDH3056 ~IERRA WHITE GREAT ROOM tRANSOM ~EE ELEV. ~e~RVI N INTEGRITY CUSTOM TRANSOM SIERRA WHITE ~10 l0 GREAT ROOM DOUBLE HUNG F6 1/2" X 4'8 1/4" VtARVIN INTEGRITY ITDH4256 SIERRA WHITE CES ~ 1 GREAT ROOM FRANSOM ~EE ELEV. ~,RVI N INTEGRITY CUSTOM TRANSOM SIERRA WHITE 12 GREAT ROOM DOUBLE HUNG .)'6 1/2"X 4'8 1/4" ~RVIN INTEGRITY TDH3056 IERRAWHITE ~10 13 GREAT ROOM FRANSOM ~EE ELEV. ~RVIN INTEGRITY CUSTOM TRANSOM ~IERRA WHITE ~JO 14 KITCHEN DOUBLE HUNG 1'8"X 4'0 1/4" vlARVlN INTEGRITY ITDH2248-2W ~IERRA WHITE ~lOT REQ. 15 GARAGE DOUBLE HUNG -)'4" X 6'0 1/4" ~RVIN INTEGRITY TDH2660-2W ~IERRA WHITE ~lOT REQ. 16 BEDROOM #3 3OUSLE HUNG -)'2 1/2" X 5'4 1/4" V~ARVIN INTEGRITY ITDH3864 SIERRA ~/VHITE t'ES 17 BEDROOM #2 DOUBLE HUNG )'0" X 5'4 1/4" ~tARVIN INTEGRITY ITDH3464-2W )IERRA WHITE 18 CELLAR AWNING .)'11 1/4" X 2'2 3/4" M.O. ANDERSEN 2820 /VHITE ~lOT REQ, 19 ',ELLAR AWNING .)'11 1/4" X 2'2 3/4" M.O. ANDERSEN 2820 /VHITE ~lOT REQ. .)0 GARAGE GABL~ 9OUBLE HUNG I'10 1/2" X 3'4 1/4" ~IANVIN INTEGRITY ITDH2240 ~IERRA WHITE ~lOT REQ. .)I FRONT FOYER GABLE DOUSLE HUNG 1'10 1/2" X 5'0 1/4" ~IANVlN INTEGRITY ITDH2269 ~IERRA WHITE ',lOT REQ. .)2 ROOF :{OOF WINDOW .)'4 112"X 3'2 1/2" ~DERSEN RV2838 /VHITE ~lOT REQ. !3 ROOF :)-OOF WINDOW .)'41/2"X3'21/2" ANDERSEN RV2838 NHiTE ~lOT REQ. -)4 ROOF ~OOF WINDOW !'4 1/2" X 3'2 1/2" ~NDERSEN RV~838 NHtTE ~OT REQ. FINISH SCHEDULE :~OOM FLOOR WALL ;EILING TRIM ~IOTES :NTRY FOYER 12" X 12" CERAMIC TilE T.B.S. BENJAMIN MOORE REGAL WALL SATIN T.B.S. BENJAMIN MOORE REGAL WALL SATIN T.B.S. T,B.S. )EN CARPET OF PADDING BENJAMIN MOORE REGAL WALL SATIN T.B.S. BENJAMIN MOORE REGAL WALL SATIN T.B.S. T,B.S, ~EDROOM #1 CARPET OF PADDING IBENJAMtN MOORE REGAL WALL SATIN T.B.S. BENJAMIN MOORE REGAL WALL SATIN T.B.S. T,B,S. ~EDROOM #2 CARPET OF pADDING!BENJAMIN MOORE REGAL WALL SATIN T.B.S. BENJAMIN MOORE REGAL WALL SATtN T.B.S. T,B,S. ~EDROOM #3 CARPET OF PADDING BENJAMIN MOORE REGAL WALL SATIN T.B.S. BENJAMIN MOORE REGAL WALL SATIN T.B.S. T,B.S, SREAT ROOM ~2 OAK STRIP FLOORING WITH 3 COATS POLYURETHANE BENJAMIN MOORE REGAL WALL SATIN T.B,S, BENJAMIN MOORE REGAL WALL SATIN T,B,S. T.B.S. )INING ROOM 112 OAK STRIP FLOORING WITH 3 COATS POLYURETHANE BENJAMIN MOORE REGAL WALL SATIN T.B.S. BENJAMIN MOORE REGAL WALL SATIN T,B.S. T.B.S, DTCHEN 12" X 12" CERAMIC TILE T,B.S. 4" X 4" CERAMIC TILE WITH 2" eULL NOSE TO 42" AFF, 42" BENJAMIN MOORE REGAL WALL SATIN T.B.S, T.B.S. TO CEILING TO BE BENJAMIN MOORE REGAL WALL SATIN ;OMMON BATH 12" X 12" CERAMIC TILE T.B.S. 4" X 4" CERAMIC WALL TILE T.B.S. BEN JAMIN MOORE RESAL WALL SATIN T.B.S. T.B.S. ~IASTERBATH 12 X12 CERAMICTILET.B.S. 4 X4 CERAMICWALLTILET.B.S. BENJAMINMOOREREGALWALLSATINT.B.S. T.B.S. .AUNORYROOM 12 X12 CERAMICTILET.B.S. eENJAMINMOOREREGALWALLSATINT.e.S. BENJAMINMOOREREGALWALLSATINT.B.S. T,B,S. LIMITATIONS: THE TENSION SIDE OF MEMBERS 4 OR GREATER IN THICKNESS SHALL NOT BE NOTCHED EXCEPT ATTHE ENDS OF THE MEMBER. HOLES SHALL NOT BEW CLOSER THAN 2 TO ANY OTHER ADJACENT HOLE OR NOTCH. ENDS OUTER 113 OF SPAN MAXIMUM SIZES FOR CUTS IN FLOOR JOISTS JOIST MAX, MAXIMUM MAXIMUM SIZE HOLE NOTCH DEPTH END NOTCH 2" X 4" NONE NONE NONE 2" X 8" 1-1/2" 7/8" 1-3/8" 2" X 8" 2-3/8" 1-1/4" 1-7/8" 2" X 1 g" 3" 1-1/2" 2-3/8" 2" X 12" 3-3/4" 1-7/8" 2-719" 2 MtN FROM TOP AND BOTTOM OF JOISTS O MIDDLE 113 OF SPAN NOTCHING NOT PERMITTED IN MIDDLE 113 OF SPAN ALLOWABLE NOTCHES AND DRILLED HOLE LOCATIONS IN SAWN LUMBER JOISTS, RAFTERS, OR VALLEYS SCALE: 1/2" = 1'-0" 718" MAX. 25% ALLOWED IN EXTERIOR AND BEARING WALLS "~ t-7116" MAX. 40%ALLOWED IN 40% ALLOWED IN ANY NON-LOAD ANY WALL BEARING WALLS 60%ALLOWED IN ANY NON-BEARING WALL griN BEARING WALLSWITH NOT MORE THAN3~"/O SUCCESSIVE STUDS BORED AND DOUBLED ALLOWABLE NOTCHES AND DRILLED HOLE LOCATIONS IN STUDS NOT TO SCALE ~T H E LICENSE NUMBER: 91039 IIII Illllllll IIII IIII 2 1 Mark Issue/Revision Issued for client review. Project ID 5/30/08 Issued for client review, 5/20/08 Issued for client review, Date Descriptiorl CAD File Name Drawn By E KOENIG Checked By E KOENIG Issue Date: 5/30/08 Plot Date; Reviewed by E KOENIG Designed by E KOENIG Submitted By E KOENIG ,Drawing Code Architect's Seal Silansky SILANSKY 3 FINAL.mcd Drawing Code CARMELHILL ARCHITECTS www. CARMELHILL.com Architecture Firm CARMELHILL ARCHITECT EDWARD KOENIG - R.A., N.C.A.R.B. 16 William Avenue East Islip, NY 11730-2305 631-277-3337 Web Page: www. CARMELHILLcom Email: EKoenig@CARMELHILL.com ~'roject Title Silansky Residence 770 PINEWOOD ROAD CUTCHOGUE, NY 11935-2218 860-305-7985 Sheet Title SCHEDULES Drawing No. A-12 of 13