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Home My WebLink About30999-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31626 Date: 06/22/06 THIS CERTIFIES that the building NEW DWELLING Location of Property: 275 RAMBLER RD SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 88 Block 5 Lot 30 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 3, 2005 pursuant to which Building Permit No. 30999-Z dated MARCH 14, 2005 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE, COVERED FRONT PORCH, REAR DECK & INDOOR LAP POOL AS APPLIED FOR. The certificate is issued to CARL ARGILA (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-05-0014 06/07/06 ELECTRICAL CERTIFICATE NO. 06-1167 05/31/06 PLUMBERS CERTIFICATION DATED 06/13/06 BRIAN DYLOE A th ized's ignature Rev. 1/81 Form No. 6 TOWN OF SOUTHOLD 4 BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead, 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy- New dwelling$25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building$25.00, Additions to accessory building$25.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial$15.00' Date. KJ J3 �P New Construction: Old or Pre-existin Building: (check one) Location of Property: 6�q /Fq�> House No. Street Hamlet Owner or Owners of Property: �7 71W y �yav Suffolk County Tax Map No 1000, Section Block `J Lot 30 Subdivision I Filed Ma �+ z_ P � %(1 � Lot: Permit No. /Date of Pettnit. 3 -� y .O�Applicant: Health Dept. Approval: ✓ Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: 1/ (check ne) Fee Submitted: $ �� (/� — r lC 1 Q .�Oy`3� cow 3��a� MW Electrical Inspectors, Inc. Certificate Number. 06-1167 308 East Meadow Avenue Municipality: Southold,Town Of East Meadow,NY 11554 Off-ice:(516)794-0400(631)396-7474 Inspector: 124 Fax.(516)794-5854 Issue Date: 5/31/2006 Website:www.electricalinspectors.com Email:imbPelectricalmspectors.com Mail To. Property Address: T&B Electrical Contractors Robert M. Hal Three Pillars Development 8 Debbie Lane 275 Rambler Road Patchogue,NY 11772 Southold,NY 11971 Licei 33689-ME Ji ELECTRICAL APPROVAL CFERTIFICA TE perni Applicatiorm: Section. 88 Block: 5 Lot: 30 AREAS LISTED BELOW ARE APPROVED BY INSPECTION AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE No visual defects were found for the electrical inspection provided.No obvious unsatisfactory conditions were found in the areas herein below only. Residential Inspection Entire Basement, Ist Floor, Bathroom,Deck,Dining Room,Family Room,Foyer,Hall,Kitchen,Laundry Room,Living Room, Master Bathroom;Master Bedroom,Office,Porch, Walk In Closet.2nd Floor:Bathroom,2-Bedrooms,Hallway,Master Bathroom,Master Bedroom, Walk In Clow In Ground Pool,Hydra Tub. 320 Amp Single Phase Underground Service, 1-150 Amp Single Phase Main Panel/30 Cktsl 22 Used. 1-150 Amp Single Phase Main Panel/30 Ckl.,126 Used, 60 Amp Single Phase Sub Panel/20 Ckerl 7 Used. I-Bell Transformer.35-Recessed Fixtures,2- Al( Condemors, 60-Duplex Receptacles. I-Single Receptacle, 7-Smoke Detectors, 14-Switches,5-Paddle Fan Outlets,8-1 SF Receptacles, 42-Incandescent Fissures, 2-AIC Blowers, I-Range,2-Exhaust Fans, 1-30 Amp Appliance Receptacle,2-Floor Receptacle, 28-Dimmej s. Dishwasher 5- Wall Sconces,2-CO Alarms. Rough 2120106 Final 5125106 S Not valid unless signed by an 'VI authorized Ell Agent tfi Richard M. Bivone Philip F.Goehring President Chief Electrical Inspector jr, Ill I ill I I IWO mat zlp�P®r .o Town H4,53095 Main It d Pas(631)765-9502 P-0-Box 1179 Telephone(631)765-ISM Southold,New York 11971-0959 l� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICA`T'ION Date: 6 Building Permit No. _ Owner: (Please print) Plumber: '�s" (Please ' t) I certify that the solder used in the water supply system less than 2/10 of 1% lead. (Plumb Siglature) Sworn to before me this I Z dayof_-)yy-)e 20jD((Q Notary Public, IS County DAWN ARGILA NOTARY PUBLIC-STATE OF NEW YORK No. OIAR6140208 Qualified In Buffoix County My Commirrlon cxPUsp January ii, 2010 Z00(n SaaTTTd 99ag1 49T9 M TC9T YYd LTaLO 90OZ/90/90 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. 30999 Z Date MARCH 14 , 2005 Permission is hereby granted to: ELEANOR M REIERSEN 6 GOLDFIELD ST MELVILLE,NY 11747 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE & COVERED FRONT PORCH AS APPLIED FOR _ at premises located at 275 RAMBLER RD SOUTHOLD County Tax Map No. 473889 Section 088 Block 0005 Lot No. 030 pursuant to application dated MARCH 3 , 2005 and approved by the Building Inspector to expire on SEPTEMBER 14 , 2006 . Fee $ 1 , 434 . 60 Authorized Signature ORIGINAL Rev. 5/8/02 June 15, 2006 Town Of Southold Re: 275 Rambler Road Building Department Southold, NY Southold, NY 11971 Gentlemen: As requested this letter serves to advise the Town of Southold that as the purchaser of the above referenced property I am aware of a number of outstanding issues at my new home. I have entered into a contractual agreement with Shade Tree Nursery, Inc. of Jamesport NY. A copy of this contract accompanies this letter. This agreement authorizes Shade Tree to do extensive landscaping to this property. It was the opinion of Mr. Lou Caracciolo that as construction on the house was still in progress he thought it would be best to wait until all the construction was finished before proceeding with the landscaping. If you need further clarification about this Mr. Caracciolo can be reached at 631-722-4041. A number of finish items including counter tops, tub surround, pool coping, stone trims light fixtures are custom, coming from overseas and are long lead. Although we expected everything to be here by now unfortunately this has not happened. We have been in contact with all the vendors involved and are confident that all outstanding items will be fabricated and/or delivered and installed within the next three weeks. Understanding this situation, if the town would feel more comfortable I would welcome a second inspection to confirm the completion of all outstanding items. If you have any additional questions or require any other information please call me at my office at 212 486-5529. I thank you in advance for your understanding in this matter as do to outstanding financial commitments completing the purchase of this property as soon as possible is critical. Respectfully yours, Mo n Jacobs, MD 185 Rambler Road Southold, NY �eoum, ` TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION l c REMARK G IN, n lS" cS� Q�14 DATE INSPECTOR '/ �o��Of SOUTyo� 3o9g9 � } COY TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND K INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION �y REMA KS: f2- 36 L-vr- 13 DATE INSPECTOR �o�aoF souTyolo 30q ? q Z- ��yC0UN1'1,�` TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST KROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING / STRAPPING [ ) FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: t2 - DATE l b INSPECTOR /� 765.1802 BUILDING DEPT. INSPECTION [ ] FO DATION 1ST [ ] ROUGH PLBG. [ OUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & HIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR 765-1802 BUILDING DEPT. IN PECTION [ OUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMA S:- DATE :DATE l �� INSPECTOR 3 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATI N 2ND [ ] INSULATION [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: zZt�- LtL' 17ke DATE LL/ a �o � INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) -_ .- ac -------------------------------------- FOUNDATION -----------------------------------FOUNDATION(2ND) A4 z --- - 3-1-Ok z ROUGH FRAMING& PLUMBING — G a INSULATION PER N.Y. j STATE ENERGY CODE FINAL A ADDITIONAL COMMENTS in m - A LA z 10, V -77 ,7 o � (J( r y a HAWKINS WEBB JAEGER PLLC I Lem ENGINEERS • ARCHITECTS • SURVEYORS • PLANNERS ESTAB. 1872 MATTHEW D. CRANE L.S MICHAEL F. MORBILLO AIA WILLIAM L. JAEGER II, P.E., L.S FRANCIS A.HAWKINS 1913 HERMAN P.HAWKINS 1962 CHARLES S.WEBB JR. L.S 2004 August 8, 2005 Building Department Town of Southold P.O. Box 1179 9 , Southold,New York 11971 Re: Permit# 30999, Three Pillars Development, Rambler Road, Bayview ^4 To whom it may concern: Please be advised that upon review of the additional poured concrete footings below the proposed square concrete porch piers, my firm has determined that the revised design is in conformance with the Residential Code of New York State. If you have any questions, or 1 can be of further assistance, then please contact my office at (613) 732-7777 ext. #112. Thank you for your attention to this matter. erely, 44 ichael F. Morbillo, AIA Architecture Department Manager ED AqC �O� Fwa+c(s,ro�',� N 9F No.025202 OPS F �FNy 3239 Route 112—Bldg. 8-Suite 1 Medford NY 11763 PHONE (631)732-7777 FAX (631) 732-7760 Visit our web site at www.hwiaeger com HAWKINS WEBB JAEGER PLLC ENGINEERS • ARCHITECTS ■ S RVEYORS ■ PLANNERS ESTAS. 1872 MATTHEWD.CRANE LS MICHAEL F. MORBILLO AIA WILLIAM L JAEGER k P.E.,LS -- FRANCIS A.HAWKINS 1913 HERMAN P.HAWIGNS 1962 CHARLES S.WEBB JR.L.S 2004 March 8, 2005 Building Department Town of Southold Town Hall, 53095 Route 25, P.O.Box 1179 Southold, NY 11971 Attn: Southold Building Department Re: Live load for exterior decks This letter is to inform you that the minimum uniformly distributed load for exterior decks is 40 PSF (Live Load). Please coordinate this letter with any plans that Hawkins Webb Jaeger has filed with the building department. If you have any questions or would like to discuss this further then please contact me at my office at(631) 732-7777, ext.112. Thank you for your attention to this matter. q yF. Moroi o,AIA Architectural Department Manager ED Aqc yk 9j N06025M OPS SOF NE� a 3239 Route 112— Id . 8-Suite 1. Medford. NY 11763 PHONE(6311 / F !6311732-7760 VAUtourwebaft etW W.hwiaeaer.Com TOWN OF SOUTHOLD PROPERTY RECORD CARD 9 OWNER STREET 7G VILLAGE DIST SUB. LOTa� FORMER OWNER N E ACR. .9 4�r fAOSW41 d 0 S W TYPE OF BUILDING RES. SEAS. VL. � FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS 3s 30 G od Tai Az' �114 4.5 .,^✓de e .To !p1FArlies�.✓ AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meadowland DEPTH House Plot BULKHEAD Total DOCK / TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST V BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. '1j D` 9CII >Zi Check Septic Form N.Y.S.D.E.C. p� Trustees Examined 20 U� Contact: Approved ,20_0� Mail to: Disapproved a/c Phone: l q Expiration �. . '20,0 " , iz., ��f5 &2 V. 6 c/3 G U [ Building Inspector — 329 APPLICATION FOR BUILDING PERMIT Date 20 — INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code, housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) �1; IAA W ftuk;, 4 NV w7l� (Mailing ad ess of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applic tion, signa a of duly authorized officer Side (Me—WO ame and title of corporate officer) Builders License No. typD Plumbers License No. TW Electricians License No. siM Other Trade's License No. TW 1. Location of land on which proposed work ii be done: House Number Street S6 Hamlet County Tax Map No. 1000 Section Block--0.5, 00 Lot 0' ; e Subdivision Filed Map No. "'." Lot ' (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy VQ.Co.t)i ( AM b. Intended use and occupancy [i(r w co )51 V o � 10k) 3. Nature of work(check which applicable): New Building ✓ Addition Alteration Repair Removal Demolition Other Work 4. Estimated Cost Fee (Description) i %WA;4 (To be paid on filing this application) 5. If dwelling, number of dwelling units4brp0� sber of dwelling units on each floor If garage, number of cars o1 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth 'os Height Number of Stories / / L 9. Size of lot: Front 100 Rear ` ,3). Depthig.77 177 , S 10. Date of Purchase Name of Former Owner el 1. Zone or use district in which premises are situated 2RAe w\ i(L / 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES V/NO—Will excess fill be removed from premises? YES 7NO_ I \) f ditevuy 14. Names of Owner of premisesftGANIoMi3E dress6rd-W-;,24sA �`�1u'AO-Q oneNo. f��- IGVb Name of Architect JCMCIK 1 k&jj F a, Address's Qtc 12 NAAs�-K Phone Nom-;77?7 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BFlf2EQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO ✓✓ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant Name of individual s' /ding contract))above named, (S)He is the ow) �Il if o cbe'&A� (Contractor, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Swo before me this day o (/Q( 200)� Naory Publictgnature of Applic t BONNIEI.DOROSIO Notary Public,State Of New York No.DID06095328,Suffolk tU ety Tom Expires July 7,20. Town Of Southold P.0 Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 02/28/05 Transaction(s): Reference Subtotal 1 1 Septic Permit - Construct- Resid. 3442 $10.00 Cash Total Paid: $10.00 Name: Cano, Hugo A. •20 Highland PI. Farmingville, NY 11738 Clerk ID: LBOHN Internal ID:3442 Applicant) Date. Owners Namc:... • Architect/ Fngitieer:. K) _ Submitted: ) SCTM #: District: 000 SCCUoII: Yy 131oci : — Lot:3� Project r. Subdivision�- Location: 7s �? I� � — -- — Name: - � Single � separate Required cemtfication: c No _ Req. y itcy. '!_oiling Uislricli _ (t.ol size: �`� AcNal.• / �7 617I (l-or coverage I'rulxi�cd �i (T coal Pard 7if Proposed: [i J (Side Yard r oq Alroposed: j IRcar Yard'M_- Proposcd•� Project Description: JO/D f k r (Cl+iyC .�ERIYXITS Fermi MQUIRED FOR PTYTEA W NA. `l_IO_ �`ES �Iurnber Suffolk County Health.'Dept. — Naw York State. D. R C. Town.Trustees Town Zoaing Boatel approval: Town Plannic>g Board approval: 1. Flood.Plane Blovation??? Flood Zone: s� lAd U _ TitleLand Agency, Inc. 1900 Hempstead Turnpike East Meadow, NY 11554 Telephone: 516-222-2444 Fax: 516-222-4915 02/28/2005 Richard J. Cohen, Esq. 2222 Route 112 Medford, New York 11763 Art: Carolyn Reference: TLA-04241S 275 Rambler Road (Vacant Land) Southold, New York Carl Argila Dear Carolyn, Enclosed please find the amended cover page for the single and separate search increasing the liability to $25,000.00 for the Town of Southold. If you have any questions concerning the above, please do not hesitate to call. Again, thank you for this opportunity to be of service. Very truly yours, / Catherine Castiglia Canino Counsel Enclosures TitleLand Agency,Inc. 1900 Hempstead Turnpike East Meadow, NY 11554 Telephone: 516-222-2444 Fax: 516-222-4915 02/28/2005 Town of Southold Reference: TLA-04241S 275 Rambler Road (Vacant Land) Southold, New York Dear Sir or Madam: TitleLand Agency,Inc.certifies to the TOWN OF SOUTHOLD that a single and separate search has been made in the Suffolk County Clerk's Office against the above-referenced premises. The following results were found: PLEASE SEE REPORT ATTACHED Search Date:10/04/04 This accommodation search follows your instructions. It is expressly understood and agreed that TitleLand Agency Inc.'s liability for any claim, loss or damage resulting from errors and omissions,whether or not caused by TitleLand Agency,Inc. shall be limited to $25,000.00 and shall extend only to the above-named party. This is not a policy of title insurance. Thank you an gency,Inc. BY: Catherine Castiglia Canmo Counsel For TitleLand Agency,Inc. TitleLand Agency, Inc. 1900 Hempstead Turnpike East Meadow, NY 11554 Telephone: 516-222-2444 Fax: 516-222-4915 REFERENCE NO. TLA-042415 CLIENT: Richard J. Cohen,Esq. 2222 Route 112 Medford,New York 11763 PREMISES: 275 Rambler Road(Vacant Land) DISTRICT: 1000 SECTION: 088.00 BLOCK: 05.00 LOT: 030.000 COUNTY: Suffolk Dear Mr. Cohen: As requested, a single and separate search has been made in the appropriate Clerk's or Register's Office of the County of Suffolk on the above-referenced premises. Said search has revealed the following: PLEASE SEE REPORT ATTACHED SUBJECT TO: 1) Title run to 10/04/2004 DATED: 01/06/2005 This accommodation search follows your instructions. If any clarification is needed,or if any further information is required,please feel free to call. It is expressly understood and agreed that TitleLand Agency, hic.'s liability for any claim, loss or damage resulting from errors and omissions,whether or not caused by TitleLand Agency, Inc., shall be limited to the amount charged for the accommodation search. TitleLand Agency,Inc. By: G'�v azn,::;7: 99 Catherine Castiglia Canino Counsel s i TLA-042415 Subject Premises: Map of Terry Waters at Bayview Filed: 12/29/58 as Map #2901 Lot 22 Tax Map: 1000-088.00-05.00-030.000 CHAIN OF TITLE Howard M. Terry, Jonathan H. Terry Dated: 3/20/56 And Caroline T. Ross Recorded: 3/21/56 Liber: 4086 Page: 269 TO Helen G. Cochran --------------------------------------------------------------------------------------------------------------------- Helen G. Cochran Dated: 12/21/67 Recorded: 7/30/68 TO Liber: 6390 Page: 359 Walter F. Ladick and Anna M. Ladick, his wife --------------------------------------------------------------------------------------------------------------------- Walter F. Ladick and Dated: 11/9/68 Anna M. Ladick Recorded: 11/15/68 Liber: 6455 Page: 542 TO Arnold E. Andersen --------------------------------------------------------------------------------------------------------------------- Last Deed of Record: Arnold E. Andersen Dated: 7/22/76 Recorded: 1014/76 TO Liber: 8116 Page: 256 i Eleanor Reiersen ( T TLA-04241S I certify that the above represents the true records of the Suffolk County Clerk's Office. Catherine T. Canino For TitleLand Agency, Inc. State of New York ) County of Nassau ) ss.: On the jo4h day of �)co xo-r(.1 in the year a ows before me, the undersigned, personally appeared Catherine T. Canino,personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that she executed the same in her capacity and by her signature on the instrument,the individual, or the person upon behalf of which the individual acted, executed the instrument. LAUREN T.ROBECN Notary POW,State of New York 7No.01ROW979 puiNassau Commission E)PreAug.25 200T e = S CONSULT YOUR LL'W YER*[TOM SIONMG THIS INSTRUMENT—THIS INSTRUMENT SHOULD Of USED BY-AVVYERi ONLY. THIS INDF.M'11Mmade the R,t14 day of July ,nn:ctecu hond1-1 undieVenty—S1X, BETWEEN r ARNOLD E. ANDERSEN, residing at No. 4705 Edgefield Road, Bethesda, Maryland, (arty of the first pun,and ELEANOR REIERSEN, residing at No. 6 Goldfield Street, Huntington Stations New York, N part%of the scvald part, WfrNFMEPH,Ilia list 1mrn of Ole firvt pa•t,in em tdenti.nl o .mvderun m: ' (laid by tile.!Arty,of lilt•'erund prtt,dm•a Ixrehy gra• and u•Ira:o unto lilt;•arty of circ se,.00d p+r•. tt, nits. or succetsora and assigns of tine' any of tie smond...art forever, p76a71y0X1[[t/tltaNbC7l�lNilk7tl7[kl6/y1d10-'RR7l�1Cft�� ALL that certain plots piece or parcel of land, situate, lying - and being at Bayview, Town of Southold, County of Suffolk, State of Now York, known and designated as and by Lot Number 22 on a certain map entitled, 'tMap of Terry Waters at Bayview, Town of Southold, Suffolk Countys New York", and filed in the office of the Clerk of the County of Suffolk on December 29, 1958 as Map Nuar .. 2901. :ING the same premises conveyed to the party of the first part herein by deed dated the 9th day of November, 1968 and recorded in the office of the Clerk for the County of Suffolk on the 15th day of November, 1968, in Libor 6455 of Conveyances at Page 542. u TOGETHER WITH AND SUBJECT To covenants, restrictions, , agreements, easements and reservations of recOY.d. r kEAi ESIxTt 71S"zf OCT - v 1976 SUr-J_.: CQUx;y "1'CK,1:I"114:1{ with til rigln.titlr ;oil int,resi, if an)•,of the party of titv fir,t part in and In an/ streets and r.+:afn ahuunig the:d."c deccril.•.I prrouia•s n.tl+e venter lines thereof;TOGS NIVIt with the-appc unnances and all the ..'tate and rights of the I'my of the first furl in :and tostill prvsolses; TO HAVIi AND TO I It lilt lite ptrndsee penin gr-u.nd unto the party ei the second Irate,lila heirs or successors-sold assigns of the parry of the vrouJ part forty..... AND the parte of the tint part covenants that the(Arty of de filar part lw not dmc or suffered anything mherehy lite 'aid pretuiwt hive hcen eneolnhvnel in ally uaY whau:err, excepu a'aforesaid. ANI)lite part, of the lint purl, in mnlpfauce a+'nth 5ection l3 of line lien law,v wen las flat the Itarh• of ! the fir,!parr %ill receive the cuu,iderahun Ins this con-reyanee and will Indd Litt sigh: to receive Such cz.%.Ad- enation as a trust fond to lw applied ties%for the purpos:of paying tile cost of the unprovenent and wi:!apply ! llx shit lint u.the'pnnlent of the cost of the improve+nrnt before using any part of tie lutal of the sane,for any outer pury.ose. 'Fix i urd"party" shall iso construed as H it read "paints" whenever the cense of this indenture w requires. IN W17NESS WHEREOF,the}arty of the first part tuns duly axe ted this dyy;rud year first above written. /'), , // A �- R Ix TRLSlXCS or; f ?J. V � ) w�� +"`� ARNOLD EY ANDERSEN t s r4� STATE OF`, ��zr� �. t:DUN3'7f OF /.>>� � • 11K Is, . %TATO OF NEW YOLK,COUNTY OF U".5On the dA'kyfday of July 19 76 , before me! On the day of 19 , before me 4:4j personally' came 1 fersonally came j : ARNOLD E. ANDERSEN to me known to be the Individual described it, and who to me known to be the individr scribmi in and who executed the fo thngau,ninstrument, and acknowledged that executed the fu. "muted`being instrumel., and ae +kno- :edged that he e e f71.�h � .e„l-e•e. C Va% s,•,y j44 rx. U 1 u r 9 d i i STATE OF NEW YOM.COUNTY OF it, i STATE OF NEW YORK.COUNTY OF ss: On like day of 19 , before, me' On the clay of 19 , !rehire me personally came t,crsonally came to me known,who,being by me duly sworn,did defro.e and i the subsrrihhng witness to the foregoing Histo, rut. rcidh sav that he resides at No. whnut1 and Ixrsotnl!r a-klmuden. wh., Icing i,r me lin!% ! sw•nm,did depose and say that IN resides at So. that he is the Of - that he knows .the corpc•aiian described in and which exec.•rd the foregoing instrument; that he I to be the individual knows the seal of =aid corporation:. that :he Seal Off ked j described in and who eismue'd the foregoing instrumem; to said instrument as such corporate seal; that it was so that he, said sutrcrihing witness, was pre,ent and saw afrssed by order of the board of directors of said corpora- execute the same;and that be, said witness, tion,and tha hp signed h m nt them* by like order. at the same time subscri!ed h name as witness thereto. pawl" job emit Meth t\allf WI U`.' A,.Aibl 4AA,�:na,Ak.n SFCPION Tarte No. /.,l l/i 3 � - ower. wr r� ARNOLD E. ANDERSEN couNrT ... 70_XM SUFFOLK "TO .. • ELEANOR RCISRSEN ' RMUW OY MAIL 20, -1 I ar0IlEMa Polls 01I111'VON EOMs M oma a 0)""n n k's tia„NikkkiiII;1, _ PHILIP..ROSEN � NM- 646 Fifth A,renue YOM Brooklyn, New York AtKaKwNEaNT z,n raa11Y15 ;-%• .. 1 r s, ;4 C:� � r TLA-042415 Premises adioinin¢to the South: Map of Terry Waters at Bayview Filed: 12/29/58 as Map #2901 Lot 21 Tax Map: 1000-088.00-05.00-031.000 CHAIN OF TITLE Howard M. Terry, Jonathan H. Terry Dated: 3/20/56 And Caroline T. Ross Recorded: 3/21/56 Liber: 4086 Page: 269 TO Helen G. Cochran --------------------------------------------------------------------------------------------------------------------- Helen G. Cochran Dated: 9/16/66 Recorded: 9/21/66 TO Liber: 6036 Page: 276 Harry Scileppi and Helen Scileppi --------------------------------------------------------------------------------------------------------------------- Harry Scileppi and Dated: 7/17/72 Helen Scileppi Recorded: 8/15/72 Liber: 7220 Page: 37 TO Peter J. Marto and Natalie J. Marto, his wife --------------------------------------------------------------------------------------------------------------------- Last Deed of Record: Peter J. Marto and Dated: 8/17/79 Natalie J. Marto, his wife Recorded: 8/21/79 Liber: 8680 Page: 243 TO Charles F. Glynn and Irene T. Glynn, his wife TLA-04241S I certify that the above represents the true records of the Suffolk County Clerk's Office. Catherine T. Canino For TitleLand Agency, Inc. State of New York ) County of Nassau ) ss.: On the &-;I— day of 5hnu� in the year a�5 before me, the undersigned, personally appeared Catherin�ino,personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that she executed the same in her capacity and by her signature on the instrument, the individual, or the person upon behalf of which the individual acted, executed the instrument. LAUREN T.ROBERTI Notary Public,State of New York No.OIR06097797 clualified in Nassau County Commission ExPires Aug.25,2007 TLA-04241S Premises adjoining to the East: Map of Angel Shores Filed: 8/23/95 as Map #9729 Parcel A Tax Map: 1000-088.00-06.00-013.052 CHAIN OF TITLE Edward Mills, Amelia G. Mills, his wife, Dated: 3/6/57 And Edith Mills Olsson Booth F/K/A Recorded: 5/17/57 Edith Mills Olsson Liber: 4302 Page: 18 TO John M. Retzler --------------------------------------------------------------------------------------------------------------------- John M. Retzler Dated: 5/2/61 Recorded: 5/4/61 TO Liber: 4982 Page: 152 Arch Davis --------------------------------------------------------------------------------------------------------------------- Arch Davis A/K/A Dated: 9/4/81 A. Davis Recorded: 9/11/81 Liber: 9068 Page: 207 TO Theodore Laoudis --------------------------------------------------------------------------------------------------------------------- Last Deed of Record: Theodore Laoudis and Dated: 1/12/01 Angela P. Laoudis Recorded: 1/29/01 Liber: 12099 Page: 475 TO Angel Shores Homeowners Association, Inc. TLA-04241S I certify that the above represents the true records of the Suffolk County Clerk's Office. ��r� Q�C G1ir7 /Ma Catherine T. Canino For TitleLand Agency, Inc. State of New York ) County of Nassau ) ss.: On the La+lk- day of oo- in the year coos before me, the undersigned, personally appeared Catherine T. anino, personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that she executed the same in her capacity and by her signature on the instrument,the individual, or the person upon behalf of which the individual acted, executed the instrument. LAUREN T.ROBERTI Notary Public,State of New York No.01R06097797 Qualified in Nassau county Commission Expires Aug.25,2007 SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DEEDS/DDD Recorded: 01/29/2001 Number of Pages: 4 At: 03:14:15 PM TRANSFER TAX NUMBER: 00-24710 LIBER: D00012099 PAGE: 475 District: Section: Block: Lot: 1000 088.00 06.00 013.05:2. EXAMINED AND CHARGED AS FOLLOWS Deed Amount: $0.00 Received the Following Fees For Above Instrument Exempt Exempt iage/Filing $12.00 NO Handling $5.00 NO COE $5.00 NO EA-CTY $5.00 NO EA-STATE $25.00 NO TP-584 $5.00 NO Cert.Copies $0.00 NO RPT $23.00 NO SCTM $0.00 NO Transfer tax $0.00 NO Comm.Pres $0.00 NO Fees Paid $80.00 TRANSFER TAX NMdBER: 00-24710 THIS PAGE IS A PART OF THE INSTPMENT Edward P.Romaine County Clerk, Suffolk County 1 1 2 I Number of page `t RECORDED fol ial 2S 05:14:15 M T'ORRRNS Edwarc P.Roveine CLEW OF Serial# SOFFOIJ( UJUNTV L WOLIM99 C"Urwate8 P 415 Di# CAt24710 Prim CIC 8 Deed/Mortgage lin trument Deed/Mortgage Tax StampRecord ng/Filing Stamps 4. 1 FEES Page/Filing Fee Mortgage Amt. Handling 1.Basic Tax TP-584 2.Additional Tax Notation Sub Total _ FA-52 17(County) _ Sub Total Of EA-5217(State) Spec./Add. _ R.P.7'.S.A �' J TOT.MTG.TAX _ Dual Town,Dual County_ Comm.of Ed. 500 Held for Apportionment Affidavit • - • Transfer Tax _ Certified Copy i1O Mansion Tax The property covered by this mortgage is or Reg.Copywill be improved by a one or two family Sub Total dwelling only. Other YES_ur NO_ GRAND TOTAL ' If NO,see appropriate tax clause on page# of ibis instrument. 5 Real Property'1'ax Service Agency Verification 6 Conununity Preservation Fund Dist. Section Block Lot Consideration Amount$_ 0- J - 13.52 Sy....P 1000 088.00 06.00 5 5 end CFF Tar. Due Improved Ini• Vacant Land__ 7 Satisfactions/Discharges/Relcams List Property Owners Mailing Addrev TD RECORD&REFURN TO: '1'D William D. Moore, Seq. TD 51020 Main Rd. Southold, NY 11971 ' s Title Company Information Co. Name Peconic Abstract Title# 9 Suffolk County Recording & Endorsement Page This page fours par(of the attached Deed made by: (SPECIFY TYPE OF INSTRUMVI-) Theodore Laoudis and 'the premises herein is situated in Angela P. Laoudis SUFFOLK COUNTY,NEW YORK. TO In the Township of Southold Angel Shores Rome owners Association, Inc. In tho VILLAGE or HAMLET of BOXES 511 IRU 9 MUST BE TYPED Olt PRIMED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. + NYM-BAWia and Sale Deed with CAveoant Against GAnmra AAs Individual w Capou(ion(Singk ShM)U'YBN SM) CONSULT YOUR LAWYER RUORE SIGNING THIS INSTRUMENT—THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY THIS INDENTURE,Tirade the (zt h day of January ,in the year 2001 BETWEEN Theodore Laoudia and Angela P. Laoudis 23 Van Buren Court Cresskill. NJ 07626 party of the first part,and Angel Shores Homeowners Association, Inc. c/o Theodore Laoudis and Angela P. Laoudis 23 Van Buren Court Cresskill, NJ 07626 parry of the second part, WITNESSETH,that the party of the first part,in consideration of Ten Dollars and other valuable consideration paid by the party of the second part,docs hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the second pan forever. ALL that certain plot,piece or parcel of land,with the buildings and i n*—Vcments thereon erected,situate,lying and being in the See Schedule "A" attached hereto and made a part hereof Tax Map Designation Disr. 1000 Seo. 088.00 Bie 06.00 Leafs) U 13.52 13.55 TOGETHER with all right,title and interest,if any,of the party of the first part of,in and to any arrear and roads abutting the abovo-described premise;to the center lines thereof; TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises; TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. AND the party ofthe first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been iocumbered in any Way whatever,except as aforesaid. AND the party of the first part,in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before ming arty part of the total of the awe for any other purpose. The word"party"shall be construed as if it read"parties"whenever the sense of this indenture so requires. IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year first above written. IN rRESENCE OF. Theodo�ryc Laooudiiv Angela 11. Laoudis UMACQONZE GMVIrF1dMLHOWWIrLWN6W YORKSTATEOMr USffAawdwrsacAdX?VrFarnsastowWmmvNEW YatcSYArsOAEX! Sate of New York County of I aa: State of New York,County of )M befive day of in the year On the bdmeme,Ofe oirMmdgled,p�yspponed othe year be1'ao hhM,&a,odersigrod,personally appeared ply known m me or Cawed to me on the basis of satisfactory personally(mown to me ar Moved to ve an the basis of sartdacbry evidence to be the betvidusl(s)whose mane(s)is(am)wbsabed to the evidence to be the individual(s)whose ran*$)is(m)Fabsm'bed b the within hhmrunan and admawledged to me that hvishathoyCrewed the wlddn In9manet and aclnewledged b tae tire hddeAbey exanued the same in hivlhddeQres).and dud by his�batheir sigoaaue(s)on same in histbcAhectapechty(ies).and Out byhisdn*k*sigtmtme(s)on m the inskte5 the it�(s}or the person upon behalf of which the the msbu ant the vhdi eidtul(sX or to person upon behalf of which the hdividual(s)acted,executed the immmeetn. individual(s)wind,emoted the inmmnent AON ffm&WFO"FOR f.S Mn WNEarYOM SNIE OA W. ACuywztDGA5NTFdwRM UIN 0VnWAlsWIta[STATEQWit (Now rurkSuhreAbing WimerrAdawwLdgmnu Certicarrl (Oath Shur orForeign GeneralAcbwCe wfedgmeat r4ficatef Sam of New York,County of }a.: ....$,,,,,,f.p,N.s).eF..yr..9VP.y....Fp..14%ss.: (Cary,twe Fenn Md Smae CouN7.PrOnEe aar tnnkonl yl On day of before me,the ndersil.med,personally appeared in the year On ae(2.day of 11Au 1AA("`I in the year 2,M I before rte,the undghigned,personally appeared the subscribing wiaessto the foregoing instrument,with whom l am Theodore Laoudis and !mala P. Laoudis personally acgwinted,who,being by me duly sworn,did depose and pursonallyknowntomeorproved meonthebasisofsatisfactory say that helsholthey reside(s)in evidence tobe the individual(s)whosename(s)is(are)subscribed to the within instrument and acknowledged to me that he/she/they WtheplanoJresidenceit is o city,include the streer andsvnetuanber,if executed the same inbislherMeirtapertyCines),latbyhisIber/their any.thw h; that helshe/ihey know(s) signature(s)on the instrument,the individual(s),or the person upon behalfofwhich the individual(s)acted,executed the instrument,and to be the individual desenlxd in and who executed the foregoing that such individual made such appearance hefore rhe undersigned instrument; that said subscribing witness was present and saw said in the execuethesuua;and thatsaid witless at thcsame time subscribedityy of Paterson a of New Jersey (arerflAr dN7notary 7ic and me mate err country or hialheJtheir nNtlrxs)a a witness chemo. otherplantAet w JOAN M.VAZQU NOTARY PUBLIC OF NEW JERSEY BARGAIN&SALE DEED MY COMMISSION EXPIRES FEB.s,2001 wren mwuams eaMnar awwroa's•nn TM-ENO. DISTFiCT 1000 SECTION 088.00 ,.� Theodore Laoudis and Angela P. Laoudis BLOCK 06.00 LOT 13.52 S 13.55 TO CoINTY OR TowN .Angel Shores Homeowners Association, Inc. RfiCOFOFD AT71fiQUFSTOF Mdelity National Title Interstate Company of New York RRTUANRYMAIL TO FIDELITY NATIONAL TITLE INSURANCE William D. Moore, Esq. COMPANY OF NEW YORK 51020 Main Road taMetw MIF78 Southold, NY 11971 c sfyr,..,ao aF.Ftdetiry.ta")ytl"...ww/' Mm,h,th rwasrweaee Zak AVKWLLw w LL 0 e a ' 6 0 U w O w N J m s w 6 m N_ H I SCHEDULE A ALI,that certain plot,piece or parcel of land, situate,lying and being at Bayview, in the Town of Southold,County o f Suffolk and State of New York,known and designated as and by Patel A and Parcel C as shown on a certain map entitled,"Map of Angel Shores"and filed in the Office of the Clerk of the County of Suffolk on August 23, 1995 as Map No. 9729. RECURDeD 2001 Tan 29 US:14:15 PN caward F.Ronaine CLEW OF SUFFOLK COUNTY L 1n10012049 P 475 IM; 00-24710 TLA-04241S Premises adioinina to the North: Map of Terry Waters at Bayview Filed: 12/29/58 as Map #2901 Lot 23 Tax Map: 1000-088.00-05.00-029.000 CHAIN OF TITLE Howard M. Terry, Jonathan H. Terry Dated: 3/20/56 And Caroline T. Ross Recorded: 3/21/56 Liber: 4086 Page: 269 TO Helen G. Cochran --------------------------------------------------------------------------------------------------------------------- Helen G. Cochran Dated: 9/11/71 Recorded: 9/21/71 TO Liber: 7010 Page: 302 Julius F. Downs and Edith Downs, his wife --------------------------------------------------------------------------------------------------------------------- Julius F. Downs and Dated: 5/23/85 Edith W. Downs Recorded: 5/30/85 Liber: 9799 Page 494 TO Morton Jacobs and Sandra E. Jacobs,his wife --------------------------------------------------------------------------------------------------------------------- Last Deed of Record Morton Jacobs and Dated: 4/23/90 Sandra E. Jacobs Recorded: 6/14/90 Liber: 11086 Page 43 TO Sandra E. Jacobs TLA-04241S I certify that the above represents the true records of the Suffolk County Clerk's Office. Catherine T. Canino For TitleLand Agency, Inc. State of New York ) County of Nassau ) ss.: On the I o+h day of -,Trint t a r a in the year e2 oo S before me, the undersigned, personally appeared Catherine T. C ino,personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that she executed the same in her capacity and by her signature on the instrument, the individual, or the person upon behalf of which the individual acted, executed the instrument. LAUREN T.ROBERIi Notwy PubrooStets of New Yat No.OiiI7797 CuaVed M Nassau C u* VW nWWW E)Vm Aug-A 2007 L.rt.r+aP 1'kA-Vt IVHM,W xx41k.(.wg41'x"nrnl MW,1 gnwb./.A.0 In(nJ xl.n 1'nrµ"rll.r gO1111Lor VOW aA1MtM UIOW OtMIM»r MTWAMW—IM#MTftW4i.�'5"0"N UM 9%f LAW""OILY. 110866043 � � r TM VIDFJ(RAAE"mwle Or ,Qj 11 day of f1 P/1` ,murll'er.inuxircd un1 ninety Ike MIIRTUN JACOBS and SANDIAI E. JACOBS, hid wife, .•}(�J�'�Y residing al. "I Easdt End Avenue, PR-M, N.Y., N.Y. 10021 i. Forty cA tow first lose,and SANDRA E. .IACOBS, residing at 2 fast End Avenue, Pll-M, N.Y., N.Y. ;0021 Party d the sc'rowt lart, i NRIOU35 H,that[lie lump of the fitd Furl,it,run,idrration of tun ($111.00) --------------- ---------------------_------------------ --------------------------- -_.-..-.-__----------------------_-..__._-__---___--___----------_---_--_-__-.-----. --- dollar.• Iaalul axnrr of tbt• 1,"it"I Slatr,. paid Mt r pat, .d the .n,nxl 1,,rl. d-r,t'rn•bc gaga and xrlr:l.r ulu•,the part%.d the.eonnd pan. the hrir%or swtr.an.and a,.ign, of Ihr pari, ..f it., fort i,.rl.'say. ALL toot certain idoa• pircl ae parcel if lary with Ilse Lnil<lmg, and ixq,n•vcvnculi thrreun erected, smote, Iliac and b"inlg104h at Bayview. Towtl of Southold, County of Suffolk, and State o1 New fork, known and designated as and by Lot No. :7 on a curtain map entitled, "Map of Terry-Waters at Bavview. Town of Southold, Suffolk Couni:y. N.Y " and flied in tue Otfice of the Clerk of the Count.v of Suffolk on December 29th, 1958 AS Nat, 42941. !iwla IYvxd•:e" living known an IRn: Rnoblet Road. Sulu hold, New Y-ork . 1 tivv' lr Rf A.I li;i%:E �•�� 0O8. JUIN 14 Izau V"ar�IA 1R'.ii"SStep, -A.$ +7 s $tlFi K 4�f�k1 1I081iM4 10=13 R with all r,xht,mlr Lind intr'r.t. d .'1. •.f rlv pa -1 !Ir L.x pan eu aid .... .....n 11111 r..xt.ahw1mv dw alIc"r A"':0,1 pu^uu.r. h• !!II- rru!r: luv. 111, -1 7OC,LFIM wi!h Ilx a{7n:rr..a!t r. rxl +ll 9r ra.'t and nL'!^ 4 'he ;at!y tier i_. . ..aid prctniaea. 1O HAVE AND TO IWID thr ptmlix% !'s-rein Krantrd •rll•, tLr irrty .•f tit, ,r ural pan, !hr Iwai or amr'*w' awl as i(na ul 11.•lwrlr ..( tlw aro vx! lwrl Inrnrt. i 0 Atil thr parte I-? •he lint low rnvlveu6> Ih.0 tlar lcarr, .,f the lir-I Ivan h; . unt door or su(frrrvl am lhi:aK w•Imrrby lhr axial pumi,r, It:nr INrn inrnurbrp,l i I .nl. .... wh:d..vrr, rxrrpt a, .dom,ai.l ASM t!r Iwtn.•t Oar li..r pat t, m mnq.h:anm ..if, &r:vn. I t..f ;In• Lien )-ra, ',"I;utl, !Ica' for party of ll,e 16.1 Paat w61 uvrivr :hv oni.hlrr.N iou for Ih:.r,.ncre:nar and w-ll 1,04 tL,- rght to rt<..ier +ud, rnn-id- rran.,a a.a Inr.1 111•...1 to 1. ..l,phrd !iral f.n (hr purinu.r of lcrciug !h.. el !!v. iu.pr..vemoici :vat will;mpiy the saiw hnl w the l.a'nnrnt.d thr ro.t.d thr i:npnnr!.:rnl iv1o11 u+iug Lill'lwrt .n Ihr t"*1J litr vmu fur at v Witrr purp, Tha w..r.l"lent,` 'N.11 Ir a.nn(runl a, it i1 rra! "lwrlird' ahrno i r the arn.r of tiai. indrnture , mluireIc, 9!1 NIFIFR.M'Ihr lwrty of the far;.(patt ha:a duly rao u tt.l Ibis Bred :hr day wrad /r:6 firm alarve rtiQru. IN "suras Lir: /MORTONG ACOBS SANDFi JAMBS MauftMOULfGPJV+t•« w KAU OF 09W TOM WUNf1 OF sN uss the 'Z3 ip ofF�f 199j , before me On the day of 19 , before Re pren *sister Personally tame ,•,� it., j�..,.4s n S<.,,i. . , ke.y W use llaww b be the irdividualS described in and who to me known to be the indivi:lual :escribed in and who ease doe furglwtg itdtsaneny and acknowledged that executed the iormiczng inatrumw. ani acknowledged that eweoltlyd de saran executed th. same. 1 s AaA oaMkkdr"t"MrApa30. kyMaatkaggllrEefaa STAR t11N ww AML COW"OF ..: IVA"OF NEW WORK,COWNWW OF xw IM dw daY of t9 , twforr nw C the day of 19 , belts nw i.rt,00talfy cy� IwrsonallY came U.o kruwn,w6.,' ".R by nw duly .,wort•did drj.a And IM .uhuribing witnees to the foregoing iusir anent, with a. What herr. k%.1110. xixno I ant Irra.nall/ argtmiutrl, wlm, I,ehig LY arc .h:lV sworn,did depute and say dut he resides at No. 11"t M is the . that he knows r the. rufwratxm desc'tx'11 w ud *101.1. ealr-w«I The htregninc ul'lrntwnt; that 1, to he the individual kea,w. thr tui of ad coq.walnrcc that the seal Mixed described t and ut who exered the foregoing instrument; to said sasiewtrnt n `,%I, tnrinrate .Wal; thin it was stn that he, said subscribing R'Itness, was pretrnl and saw aAiaed syr or4rt of Ilr I+old of dirrion of said curpork• execute the samr:and that he, aid witness, suis, Mad Fiat he s;;. ,d II tianvc lhcrcto by like order. at the same tine subscriited it native as witness thereto. i �sMlilh p>l eft *tt0 sera I.N Nus, tVINAwt .A•.nca,t �.a n .,,,w 1, r aUxl6 S Eut - CWNIY oa'1 JWN Ta\ Itll.l.l NG .1UUkFSS to socialist a1f *"d Tien Too,Wleaoaa Caoaw's tlEOaN K MAU ER ETKMMRichard J. Weiss, Esq. R 60 Cutterml ll Road ,/t�' --firGreat Neck, New York Ih021 GUMANMr N .L y m r o m N < T b r � � TLA-04241S Premises adioinine to the West: Rambler Road I certify that the above represents the true records of the Suffolk County Clerk's Office. Catherine T. Canino For TitleLand Agency, Inc. State of New York ) County of Nassau ) ss.: On the &4- day of in the year X005 before me, the undersigned, personally appeared Catherine T. Nnino,personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that she executed the same in her capacity and by her signature on the instrument, the individual, or the person upon behalf of which the individual acted, executed the instrument. r LAUREN T.ROBERTI Notary Public,State of New York No.ofRo60B7797 Qualified in Nassau County commission Expires Aug.25,2007 GROUND ELWA27ON 15.5 SURVEY OF LOT 22 SM BROWIy SILTY BAND W B" WATER ""'"' MAP OF TERRY WATERS' M —3 -- -- — --- ----- --- SP BROWN FINE TO v MEDIUM SAND SITUATED AT -,- SC GREYISH BROWN CLAYEY SAND MAIN BAYVIEW ROAD BAYVIEW, TOWN OF=SOUT,JOLD, SUFFOLK COUNTY, NEW YORK SC WATER IN GRdYISB BROWN _P9, CLAYEY SAND �'O WATER � KAW SAM r,p`\ F. 12/29/1958 APAP NO. 2901 TEST HOLE � s.c.T.AI. NO. 1000-88-5-30 AREA = 17,376 SQ. F1: BY.- MCOONALD GEOSCIA'NCE ✓R o. P L,EA5 E NOTE pl., ELEVATIONS ARE DV N.G.V.D. PLANE. DATE. 01/04/2005 It is the. applicant's Tesi}Oni GbIlt�f tD PROP. SEPTIC SYSTEM NOTE: maintain adequate 63.!1;LLS sT 'IIStance 1 - 1,200 GAL. SEPTIC TANK mTTi a THREE FOOTMUST DR REMOVED CLEAN SAND AND GRAVEL REPLACED between all wL, yup l' aind sewage 1 - 8' DIA. s 12' DEEP LEACHING POOL AROUND TBE LEACHING POOLS TO A DEPTH OF AT LEAST f a ,, W/ 50% EXPANSION SDC FEET INTO A STRATA OF TYPICAL LONG dISpOSaI I'NvilitlP.,`J. ISLAND SAND AND GRAVEL p O O to SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 11 PERMIT FOR APPROVAL OF CONSTRUCTION FOR A +c l EnuIRED cE�sPool N lffaCA ORS'N TARS�MAM SINGLE FAMILY RESI7Ei ; CeILY 3 FR.Y HEA I DEPART F41 sIISD \ m d 5'02'40"E 189.77' 2.7r1z.1 a m EL1B.B O \ � DAr .S.REFo. �nv prn-l OC EL20.1 APPROVEDa L�� \� WELL PROP. \ I �_¢_. FOR MAXIMUM OF BEDROOMS A X60• 8 .5 .0 39.5' EXPIRES THREE'7EARS FROM DATE OF APPROVAL I `(`(��'n\M \ __ I / Q c 50.0' moves W v�� I Op PORCH) 100 S.C.D.H.S ENDORSEMENTS � N ROP. \ y \ \ .Iy0 v TEST 0. BASE \ y EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT e 4 O ^ O a Aa a Ayi /"Q ®HOLE 4 BEDR00 \ �1 y O GUARANTEED UNLESS PHYSICALLY ENDENT ON THE PREMISES AT THE TIME OF THE SURVEY. \ \ / OR y SURVEY IS INDICATED HEREON SHALL RUN ONLY TO THE PERSON(,) FOR WHOM THE ! ' W .LL_L11 Its FF EL 19.5 PROP, �y y o SURVEY IS PREPARED, AND U7 HIS BEHALF E THEON, TIRE COMPANY, GOVERNMENTAL Ci GF. EL 18.5 SEPTIC \ /+ '�O�p AGENCY AND LENDING INSTINTIONS LISTED HEREON, AND i0 THE ASSIGNEES OF THE q ' 1(1 SYSTEM / p zYi� LENDING INSTITUTION GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INS77TU17ONS OR / \ c c �( \ p l7 SUBSEQUENT OWNERS. THE OFFSETS (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND PROP. PERVIOUS DWY. \ N N A •.' 77YEREFORE ARE NOT INTENDED TO GU/D£ THE EREC77ON OF FENCES, RETAIN/O WALLS, 28.0' / l I / O POOLS, PATIOS PUNTING AREAS, ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. ALL LOCATIONS OF AND DISTANCES TO WELLS AND CESSPOOLS ARE BY LOCA77ONS FROM HOMEOWNERS, FIELD OBSERVATIONS AND/OR INFORMATION OBTAINED FROM OTHERS SINCE / m UNAUTHORIZED ALTERATION OR ADD177ON TO NTHISSURVEY MENSIONS S ANWOUI7ON ONOT RE FOSEC77ON 7209 �I OF THE NEW YORK STATE EDUCATION UW. COPIES OF THIS SURVEY MAP NOT BEARING THE I" 150' MIN / LAND SURVEYORS SIGNATURE AND RED INK OR EMBOSSED SEAL SHALL NOT BE EXIST. WELL l \ EL17.8 FJ-19\6CONSIDERED A TRUE VALID COPY. PD.IIPE I N 55.02'40"W 177.75' PAT T. SECCAFICO n m \ LOT 21 I PROFESSIONAL LAND SURVEYOR, P.C. l DWELLING - WELL WATER ��OF Ne - SUCCESSOR TO - �� Y DONALD TASE, L.S. l m rj m RICHARD WILHELM AND ASSOCIATES I / QP fp NORTHSTAR SURVEYING, P.C. v PAUL T.GOO GROUND SURVEYORS, PCANAUZO, L.S., ROBERT A. KART, L.S. \ CESSPOOL C. POOL k 328,4 M Main Street 107-5 W. Montauk Highway Center Moriches, NY 11934 Hampton Bays, NY 11946 11, O49287 O Phone: (631) 878-0120 Phone: 631 728-5330 WELL \ �LAND SURJ� Fax: (631) 878-7190 Fax:N.Y.S. LIC. N0. 049287631 728-6707 FILE NO. T50423 SCALE. 1 30' DATE. 01/04/2005 COPYRIGHT - 2004 PAT T 049ICO P.L.S., P.C. SURVEY OF LOT 22 B" WAM MAN MAP OF TERRY WATERS SITUATED AT MAIN BAYVIEW ROAD BAYVIEW, TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK ,p F. 12/29/1958 MAP NO. 2901 'e �� S.C.T.M. NO. 1000-88-5-30 o ooAREA = 17,376 SQ. FT. {R . ELEVATIONS ARE IN N.G.V.D. PLANE. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY ENDENT ON THE PREMISES AT THE 77ME OF THE SURVEY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON(S) FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TILE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU71ONS LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE TO ADD177ONAL INS77TUTIONS OR O SUBSEQUENT OWNERS. THE OFFSETS (OR DIMENSIONS) SHOWN HEREON FROM THE Z O STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED 70 GUIDE THE ERECTION OF FENCES. RETAINING WALLS, POOLS, PA770S, PLAN77NO AREAS, ADD117ONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. ALL LOCA77ONS OF AND DISTANCES TO WELLS AND CESSPOOLS ARE BY LOCARONS FROM 1 day HOMEOWNERS, FIELD OBSERVA17ONS ANO/OR INFORMATION OBTAINED FROM OTHERS. SINCE F ` MOST ARE NOT WSIBLE THESE LOCA71ONS AND DIMENSIONS CANNOT BE CERTIFIED. +R 1 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A WOLA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS SIGNATURE AND RED INK OR EMBOSSED SEAL SHALL NOT BE F I LQT 29 FR. ( CONSIDERED A TRUE VALID COPY. 7d S 55.02\'40"E 169.772.7�1z.1' z z EL18.9 EL20.1 A 57.1' L p � I � oo 11.2'io / I W EL 17.9 I EL 1946 PLPE D. N 55.02'40"W 177.75' PAT T. SECCAFICO m LOT 21 OF NE PROFESSIONAL LAND SURVEYOR, P.C. SUCCESSOR TO — DONALD TASE L.S. 04 �j w o RICHARD WILHELM AND AssoctATEs * PAUL T. NC�ZOA L.S.R BERT A. KART, L.S. GOOD GROUND SURVEYORS, P.C. 328A Main Street 107-5 W. Montauk Highway S 049261 Center Moriches, NY 11934 Hampton Boys, NY 11946 FOUND. LOC. o7/OH/ 00 �A1VD$ � Phone: (631) 878-0120 Phone: 631 728-5330 5 V Fax: (631) 878-7190 Fox: f 631 728-6707 REVPRRH S.E 5 lOB 0055 N.Y.S. LIC. NO. 049287 FILE NO. T50423 SCALE: 1 = 30' DATE: 01/04/2005 COPYRIGHT — 2004 PAT T. SECCAFICO P.L.S., P.C. Rte—0 5 -oo Iy SURVEY OF LOT 22 IF -_ __-__—___ W 8" WATER MAIN MAP OF TERRY WATERS SITUATED AT MAIN BAYVIEW ROAD BAYVIEW, TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK .p F. 12/29/1958 MAP NO. 2901 't S.C.T.M. NO. 1000-88-5-30 o AREA = 17,376 SQ. FT. ✓.Woo. ELEVATIONS ARE DY N.G.V.D. PLANE. cam. CLEARING AREA: 17,318 S.F. = 99.6X CERTIFIED TO: c CHICAGO TITLE INSURANCE COMPANY SANDRA JACOBS JP MORGAN CHASE BANK I � LOT 23 FR.D Cd S 55002'40"E 169.77' C EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT "- -- I GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF THE SURVEY. C a I�0.8s ge; M GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON(S) FOR WHOM THE m SURVEY IS PREPARED, AND ON HIS BEHALF TO THE DILE COMPANY, GOVERNMENTAL c c w AGENCY AND LENDING GUARANTEES LISTED HEREON, AND TO THE ASSIGNEES OF THE 11.4' � LENDING lNSTI7UTION. GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INST/TUT/ONS OR 34 9' I 6.9 SUBSEQUENT OWNERS THE OFFSETS (OR DIMENSIONS) SHOWN HEREON FROM THE " STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCE$ RETAINING WALLS, C (J m IO V POOLS, PATIOS, PLANTING AREAS, ADDITIONS TO BUILD/NGS AND ANY OTHER CONSTRUCTION1.5' I W ALL LOGITIONS OF AND DISTANCES TO WELLS AND CESSPoOLS ARE BY LOCATIONS FROM C0 C I� Q oy HOMEOWNERSFIELD OBSERVATIONS AND/OR INFORMA7/ON OBTAINED FROM OTHERS SINCE �` IF, MOST ARE NOT NS/BLE THESE LOGITIONS AND DIMENSIONS CANNOT BE CERTIFIEDIIwWI� bbgF x UUNAUT ORIZED ALTERATION OR ADDITION TO THIS SUR I$�,,$5(tj/!Rl{gy y�p OF�p �Ea, Q a a3 1.5' [r + V� I.�yO �` rn LAND TCktrTp , ., to nT I q C ',y y CONS/DE D A UE VAL/0 COPY.-S ) ? W I I� 43' o OVAL OF COt1STRUCTEO WORKS4=0n sB' W = - --�170.9ASINGLE FAMILY RESiOENCE �oJUNO 'w ° Cc zc Date 2006 H.S.Ref.No. IR / ST.- - GRAVEL DRIVEWAY I °1 i0 2^: / ) to � TheseWage disposal andwa'.Er sL,;jNy fa6ele?a1- 42.5IV o Inspected aTM/os cartiFed by chis DepzTtcn_:,i c �.rbe satlsfactay FOR AMAXIMUM 4r_4�iEL17.B Watter J.HnDeR, P.L:,office of Wastewater Mamcc na'It FD. N 55.02'40"W 177.75' PLILor zl �EOF NEW y PROFESSIONAL LAND SURVEYOR, P.C. 0 — SUCCESSOR TO — w w y aP DONALD TASE, L.S. W lii w A RICHARD WILHELM AND ASSOCIATES * NORTHSTAR SURVEYING, P.C. r PAUL T. CANALIZO, L.S., ROBERT A. KART, L.S. GOOD GROUND SURVEYORS, P.C. ZSR 4828 328A Main Street 107-5 W. Montauk Highway Center Moriches, NY 11934 Hampton Boys, NY 11946 FINAL 05/18/2006 LAND SJ Phone: (631) 878-0120 Phone: (631) 728-5330 FOUND. LOC. 07/02005 Fax: (631) 878-7190 Fox: (631) 728-6707 REV. PRRHSE.E05 108 0055 N.Y.S. LIC. NO. 049287 FILE NO. T50423 SCALE: 1 = 30' DATE: 01 04 2005 COPYRIGHT - 2004 PAT T. SECCAFICO P.L.S., P.C. UST OF D.3AW NG S NEWW � - RESIDENCEZ + - A-0 COVER PAGE A-9 FOUNDATION`NDD ATION PLANt� LEGEND (n a Y w 1111 - Illi f'tlrf 1'1111 I_ U5 1111 r�'l :ll - III ( VIII ° i! ',II'�711',7f11IPilillh, /1111 - - - nldi1,7i11,h�14iLli�y,ili;71. _I - . _ - O r -_ n FOR A-2L IFIRST IFLOo Oo R Pl�AN Ina /y�� pp {��( SCH > z In 11[1 -'1-111; ,1 ,1,11111 VIII �Y YD 'L-L�l GC� 'L-DD r�LE L.fi W V�V 11 ', lini nln 1,111 ul 111 of il: in 11"1n 1111 ° 1 1111 ul ul 11n 11 In lin II 11 � 11111 n In in I > zo rhFIlllil � 010x 1 11 �11hu11 111 � �� urul l -u1n ,11 all Ill lr Ir 11 IIII 11 In 1n II II 01111 .11111 - In 1n1 11 1 x111 - I '11'11 i/'IiRI 1i4111i1n 111"II I'int' 11rhlii '1111 1111 J ,11;,�L �lllr 11x11�11 r'1' �'; _ 'j IT /I 11-3 SECOND FLOOR PLAN V L� V / I��i IJ 4r11 � i,�1 RI) I11111 - lllrlT - n1 THREEPILLARS DEVELOPMENT A-4 SNCTIlO� , ^ rI �`I °°��lf�°'P PN�IIlMI� N�NI�SNEN�. 1 1 I - 1n 1n 1 mal I I -1'111 11 11 11 11 I 111111 1 1 I 111111 U IT, 1 1 ul 1 In w L1 11n 1111 Il lnl 1 I I 1 I IIx 11L � 111 In I,I,I,III,I,I,I,I,I,II,I,I,I,{1,I:r,1,1,1,1 I,r,l 11,1,11,,111 I W 1- In '11'h 111'15J 111 x1111112 I i� - fn r'll/li I II IIll'lI11 Ilii - - 11111 N SY 11} 0 .r; �,1 irf , r1�1 I,r,I 1,I �_! 1, FRONT Ir {,p��/ //��\ NN � MIGHT ]ELEVATION w = 1111E 1� Nl lr ll 1n 11x1 IIJ1 Il-I � r _ a u - - lila �� YO011 \I� ELEVATION I1� In 11 - -- n111 1 - 1 1111n T� iu 111 - 11 1nl m2 111 1 111 � I I I Ir � 11111 i- 111 111 1 U1111 m W-a-, id RAMBLER� R AD ��(� I�IE��N1� NEbIEV�'�Ilo( ol►� I>�lNFSf >EN� ��IlO>�r- 1, 11ill Z Cn innSOUTHOLD, N.Y. 11971 ��D DNESCL�IlNL�S � � �LL �PRONT ELEVATION A-ffi FRAMING CONNECTOR DETAILS � Ma BUILDING CODE ANALYSIS m 1 . REFERENCE STANDARD: W WOOD FRAME CONSTRUCTION MANUAL FOR aNE AND TWO-FAMILY 6. NAILING & FASTENING SCHEDULE FOR STRUCTURAL MEMBERS DWELLINGS c 2. FLOOR AREAS: PROPOSED 1 ST. FLOOR: 1,333 S.F. PROPOSED 2ND, FLOOR: 1,396 S.F 1 GARAGE AREA: 567 S.F. DECK AREA: zsD S.F TABLE 3.1 WFCM WOOD FRAME CONSTRUCTION MANUAL I. NAILING SCHEDULE ry JOINT DESCRIPTION NUMBER OFNUMBER OF NAIL SPACING JOINT DESCRIPTION NUMBER OF NUMBER OF N?,IL SPACING - COMMON NAILS BOX NAILS COMMON NAILS BOX NAILS - 3. DESIGN CRITERIA. ROOF FRAMING WALL SHEATHING a GROUND WINO SEISMIC SUBJECT TO DAMAGE FROM undk,,ald _I a la_ SNOW ossicN wmer ndedey- Rafter to Top Plate (Toe-nailed) (Table 3 4A) 3-8d 3-10d per rafter Stuctural Panels 8d 10d 6" ellye/ '12"field it 'Floelllne Oeslgn Ment Flood LOAD SPE 12(mph) CATEGORY Waa[hetlng dopllt To, Cecay Temp requ,md _ hazards 45 120 C Severe 3'D" M tlerale Sllghl to 11 Yes 1019.1 \ M _ _ loileaw Moaarale sass Ceiling Joist to Top Plate (Toe-nailed) a 111111110 -'I Old 34A) 3-Bd 3d par joist Fiberboard Panels g 'I 7/16" 6d - 3" Be 1,le/ 6"field Ceiling Joist to Parallel Rafter(Face-nailed) 25/32" 8d - 3" elleel6"field CEILING LIVE LOAD: 20 P.S.F. 6-15d 40d each lap (Tablas 3.9A) S2I 2ND. FLOOR LIVE LOAD: 30 P.S.F. Gypsum Wallboard 5d coolers 5d coolers 7" e l,le/ 10"field S2 ' 1ST. FLOOR LIVE LOAD: 40 P.S.F.- Ceiling Joist to Laps Over Partitions 6-16d 40d each lap 'I (Face-nailed) (Table 3 9A) Hardboard Bid 8d 6" erh_ EXTERIOR DECK LOAD: 0 .��F -' Collar tie to Rafter(Face-nailed) lel 12"Feld SNOW LOAD (ROOF): 32 P.S F I 3-8d 3-'IOU per lie I WIND LOAD: 37 P.S.F. ('120 MPH) (Table 3.6A) Particleboard Panels 8d Bd (set mamuf.) Blocking to Rafter(Toe-nailed) 2-8d 2-1 Od each end SEISMIC LOAD: C ZONE (EXEMPT, SEE f:301.2 2) Diagonal Board Sheathing i AVERAGE DEAD LOAD (ALL ASSEMBLIES): 10 P.S.F. Rim Board to Rafter (End-nailed) 1"x6"or 1"x8" 2-8d 3-1 Bid pet .0 ort 2-16d 3-16dgend PP 1"x10"or wider 3-8d 3-1 Bid per support WALL FRAMING SEE PLANS FOR CALCULATIONS FOR COMPLEX LOADING COIVD11'IONS, FLOOR SHEATHING Top Plate to Top Plate (Face-nailed) m u� J 0STRUCTURAL ELEMENTS, & LOAD PATHS 2-16d 2-16d o 0ructural Panels gTop Plates at Intersections (Face-nailed) 4-16d 5-1 fid 1" or less Bd 10d 6" era, s/ 12"field4. EGRESS WINDOW SCHEDULE:WINDOWS MEETING OR EXCEEDING 5.7 SQUARE FEET Stud ho Stud Face-nailed 2-16d 2-i sdgreater than 1" 0d 6d6"edtle/6" field ( 1 m OF EMERGENCY ESCAPE AREA Diagonal Board Sheathing m Header to Header(Face-nailed) 16d 16d 16"o.c. along 1"x6"or 1"x8" 2-8d 3-'IOd per :u ort MODEL# CLEAR OPENING MODEL# CLEAR OPENING _ edges pw DH3050 6.04 S.F "x10"or wider 3-8d 3-10d per upport DH3050 5.20 S.F. Top or Bottom Plate to stud (End-nailed) 2-16d 2-40d per stud Bottom plate to Floor Joist, Bandjolst, 2-16d 2-40d per foot Endjorst, or Blocking (Face-nailed) 1. Nailing requirements are based on wall sheathing nailed 6 Inched on center at the panel edge. d 54 Cc If wall sheathing ,s nailed 3 Inches on-center at the panel edge to obtain higher shear ca iY = : 9 p g g pa Ries,nalling F NOTE: EMERGENCY ESCAPE WINDOWS ARE NOTED FLOOR FRAMING requirements for structural members shall be doubled, or alternate connectors, such as sht.ar plates, w= to w -� shall be used to maintain the load path. UW'o N S WITH AN ASTERISK * ON WINDOW SCHEDULI: Joist to Sill, Top Plate of Girder(Toe-nailed) 4-sd 4-1od perjoist a w 2. When wall sheathing is continuous over connected members, the tabulated number of nails shall be 5. N.Y.S. ENERGY CGDE: Bridging to Joist(Toe-nailed) 2-8d 2-1 od each end permitted to be reduced to 1-1 Sid nail per foot. Blocking to Joist(Tae-nailed) 2 3. Corrosion resistant 11 gage roofing nails and 16 gage staples are permitted, check IBC for,lad iltionaI (LJe/teck lAn7phance LRrttIleate 8d 2-10d each end requirements. `9r �I Jew York State Energy Conservation Construction Code Blocking to Sill or Top Plate (Toe-nailed) 3-16d 4-16d each block 6a,) 9 1HScheck Sollwaia Vei:sion 3.6 Release I Ledgelr Strip to Beam (Face-nailed) 3-16d 4-16d each joist 1, 'OUNTY. Su l fell, 014 Ott TATE: New Y.i it Joist oin Ledger to Beam (Toe-nailed) 3-8d 3-1 Bid per joist FASTENERS FOR ASPHALT ROOF SHINGLES DD 5750 PLUMBING ALL CONSTRUCTION SHALL © [� II, �. "::SOFTHE M WJ L2 'ONSTRUCT'ION TYPE: Dcmchcl I ,1 '_ Family Band Joist to Joist(End-nailed) 3-16d 4-16d perjoist ALL PW'.IBING WASTE MEM THEP',;hI - e §RR905.2 5 Fasteners. Fasteners for asphalt shingles shall be RATIOO 0. & W4'r ' LINES NEED CODES OF NEW YOHK STATE. W VENTING TYPE I (LI rig VINDOW/WALL RATIO I Band Joist to Sill of Tap Plate (Toe-nailed) 2-16d 3-16d per foot galvanized steel, stainless steel, aluminum or copper roofing nails, TESTING 36rORE COVERING nth] ( minimum 12 gage [0.105 Inch (2.67 n-I shank with a minimum 3/8-inch G--I 'ONIPLIANCE. Pasws (9.5 mm) diameter head, ASTM F 1667, of a length to penetrate through 4aximum UA=-4511 ROOF SHEATHING the roofing materials and a minimum of 3/4 inch (19.1 mm) into the roof PLUMBER CERTIFICATION CERTIFICATION OF LU 11/ 'our Hume UA= 42 1 sheathing Where the roof sheathing is less than 314 inch (19.1 mm) ON LEAD CONTL-q' `-'LFORE NAILING & CONNECTIONS 'W` O .4% Beller Than Cede(UA) Structural Panels 8-d 10d 6" edge/12" field thick, the fasteners shall penetrate through the sheathing. FastenersREQUIRED. Glass GIuLliig shall comply with ASTM F 1667. CERTIFICATE OF U..l PAN CY Al ca or C1lVay cilia. o1 Do I Diagonal Board Sheathing SOLDER I1�t- '"� In I^, 1 1,r UNDERWRITERS CERTIFICATE Pele"I" It-40100 R-Value IJ-Fm.,,,, UA 1"x6" or 1"x8" 2-8d 2-1 Old per support §RR905.2.6 Attachment. Asphalt shingles shall have the minimum number CO)- 1"x1O" or wider 3-8d 3-1 BBidper support of fasteners required by the manufacturer. For normal application, SUPPL Y G 1 REQUIRED '� �' 'citing I: Flat Ceiling tai Sciss:n 'I'l ass 1334 30.0 0.0 47 asphalt shingles shall be secured to the roof with not less than four EXCEEE: 21 I� :eling 2: Calhcdinl Coiling pu,altic) 1331 30.0 (1 u 4 CEILING SHEATHING fasteners per strip shingle or two fasteners per individual shingle. Va6 r Wood Fiame, u;" 1611) 1_50 0.0 174 Where the roof slope exceeds 20 units vertical in 12 units horizontal APPROVED A5 NOTED Gypsum wallboard 5d coolers 5d coolers 7" ed e110"field RETAIN STORM WATER RUNOFF o l law I: Wnud Fraea,T,uhlc Parc _4 11.330 s3 9 (20:12), special methods of fastening are required. DATE: , 8 R ll 9 t% PURSUANT TO SECTION 45-1 OC kyhghl 1' WunJ Frume:D�u�le Pune 76 0 33[1 .5 I OF THE TOWN CODE. FEE: _r:o- torn L Sohl 71) a i-AI 4I t EXCEPTION: Asphalt step shingles shall have a minimum of six .i too,TGluuv JS 0330 It, � ;', 9, NOTIFY BUILC'IN ' -,:PAR11i4NT AT fasteners per shingle where the roof is In one of the following 'lour I:All-Wool Ju1w/T1'usS.Ovo1 UncunJlduncJ Spucu 135-V 311.11 11.11 4h : �� ' categories. g 765-1802 84v T" . -M F H THE lour 7 All-Wool .loin[/Tivax:Ova Outside Ali 1u 31111 IIII ',' / DO NOT PROCEED WITH FOLLOWING u. 'L t • .er ��' 1. The basic wind speed per Figure RR301 2(4) is 110 miles per FRAMING UNTIL SURVEY 1. FOUNDATIGN )BRED D. int 'OMPLIANCE STATIENIENT. Thd poil l hwlding IClaCXumcd in Ihie document Is el,nsi,mnl wnh he hnldlng 1 f 97_ j hour (177 km/h)or greater and the eave Is 20 feet(6096 mm) or OF FOUNDATION LOCATION FOR POUc'r- _ = i luny, spucdicunons, ,mil utltcl c:dnda[ions vuhntiticd w11h Ihie pcl'ntll alpphuWnn Thd pct uponnl ,p,lcn„ hove been y. ,I 5� higher above grade HAS BEEN APPROVED. 2. ROUGH W JMBING I eslgned to racer rhe New Yui6 StaIL Energy Consurvanun Cumtruaiun GIdU lcyml einemv. W11111 .1 R gnlowJ 2. The basic wind speed per Figure RR301.2(4) Is 120 miles per hour 3. INSULATI / !'\, �n Icxign Prul'essinnudos l hos smoyicd [fact Signed pule, they arc aucs0ng that lu v 1) Hi,hcl lit,/Ii, Lnowl .,kui. (193 km/h)or greater.c hchOCCUPANCY �� 4 FINAL - COI (JUST nil professional lodgment, sulunry III \pcollieahn9 ,1111C m mmpinlncc wish Ih ('u ie lu 3. Special wind zones per Figure RR30'I 2(4). ALL COP. LL MEET TH 1' USE IS UNLAWFUL REOUIREk �DESOFNE 0 & WillUr/DUslgne_ Dal, WITHOUT CERTIFICATE YORK A JNSIBLE FO z OF OCCUPANCY OF 9 !' j N W OENERAL NOTES Z ^ " � J W OIm- N I §?- 1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT THE 60'-BSITE PRIOR TO STARTING 1-0 WORK AND SHALL FAMILIARIZE Q' 0 � p --- - " _ HIMSELF hIITH THE INTENT OF THESE PLANS AND MAKE MORK } _ - - - AGREEWITH SAME. CjoW O El 2 CONTRACTOR OR OWNER SHALL OBTAIN A BUILDING PERMIT PRIOR LLJ W y -- - - - --- - ---- -- - ---- ,� --- --- - - -- TO STARTING ANY WORK. w W 7 3 CONTRACTOR OR OWNIER SHALL OBTAIN ALL REQUIRED APPROVALS, Q q - PERMITS, GERTIFIGATES OF OCCUPANCY, INSPECTION APPROVALS, 1%J 0 15._4,. 6'-8" 12�_p„ - -_— 3'-�„ h B,_2„ - '1�_p�,l 6._4., 13�_p�, - - - ETC., FOR WORK PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF, IF REQUIRED m W z 4 ALL WORK SHALL CONFORM TO N-YS. CONSTRUCTION GODE AND ALL m LOCAL RULES AND REGULATIONS. W 2 ? MASONRY OPENING U 9 I LOWER HEIGHT OF TOP OF FOUNDATION MALL TO 5. ALL METHODS OF CONSTRUCTION INCLUDING FORM WORK AFID m n ALLOW FOR 0" STEP INTO FAMILY F�OOM }� PLACEMENT OF CONCRETE ARE TO BE CAREFULLY SUPERVISED BY Q N n ' - - ry 12)2x� THE CONTRACTOR, N y ^ � TRUCTION 2@ - --- �� - - - - - 6 IF IN THE COURSE OF AS A CONDITION PLAINS, E ITCH W kl w -_ -- h 2x6 P T.D.J. 4x6 P.T.D J m ',.f DISAGREES WITH THAT A5 Ih1DIGATED ON THESE PLAWS, THE 616"OG 016"0G '� Y W XZ iv ry ry - ry CONTRACTOR SHALL STOP HORK AND NOTIFY THE ARCHITECT Z m O - - - - - - - - _ _ _ OR ENGINEER SHOULD HE FAL TO FOLLOW THIS PROCEDURE AMID "% -- ' ' `'' "' ` "'" qpp�� OP OR OF FOUNDATION CONTINUE WITH THE WORK, HE SHALL ASSUME ALL RESPONSIBILITY Q n 2 �. - -- -- -- - - - - -- - - - - —— —— - - - - , 'i �+ ` FOOTING KAALLF ry AND LIABILITY THEREFROM _ _ _ _ _ _ _ 1 ALL FOOTINGS SHALL BEAR ON UNDISTURBED 501L WITH A MINIMUM 2x8 PT. LEDGER BOARD 2x0 P.T. LEDGER BOA - SOIL PRESSURE OF 2 IONS PER 50. FT. AND SHALL HAVE A _ .. IINSTALL 1FI SGNAE FEET UM SLB" NEWS"xT-4" Pb. FOUND. MALL MINIMUM OF 3'-0" OF COVER TYPE "X" FIRE RATED GYPSUM BOARD �� " ' REINF. W/114REBARTOP400TTOM L � - - - - - - - - - - - - - - m ION GEILING ABOVE BOILER ON tEW IVxI2" E.G. FTG. REINF.PV 8. ALL CONCRETE SHALL BE 2500 PSI GOIJGRETE AT 28 DAYS FOR m S (3) >{5 REBAR, ON UNDISTURBED SOIL SLAS ?, SLABS, WALLS AND FOOTINGS. .. 9. ALL POURED CONCRETE FOOTINGS ARE TO BE REINFORCED WITH la- o CEILING - 4" P.G. SLAB D J - HEIGHT REINF. WV 6x6-WI 4x14 Tt (2) 44 REBAR HORIZONTAL GONTINUBU5, vi Q :�% W.W.M. ON 4 MIL VAPOR _ W A T u- o BARRIER ON WELL GONIP- y ry Sf"IS�MEN l ry = •- 10 ALL STRUCTURAL WOOD FRAMING SHALL BE HEM-FIR M0.2 AS FOLLOWS � N t- O o - �u ACTED POROUS FILL UNLESS OTHERWISE NOTED: m - 4" P.G. SLAB BENDING STRESS = 1150 sl (SINGLE) O Q - O 1 1.25LOPE MAX PENDING STRESS = 1115 psi (REPETITIVE) p, •f`-' 1 REINF W/ 6x6-WL4xl.4 > HAM. ON 4 MIL VAPOR '^ - STEP FOOTING - - - - - - _ r•- E = 1,300,000 „ - BARRIER ON WELL COMP- 0 - " a � .(. �^ (_ ACTED POROUS FILL � .. ;.. - -- - - - - - - - - - - - - - - - , 11. ALL HEADERS AT INTERIOR WALL CONSTRUCTION SHALL BE o (2) 2" X 6" UNLESS NOTED OTHERWISE. 1 12 DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO SANTE AND AROUND ALL OPENINGS. PROVIDE BLOCKING UNDER ALL PARTITION T / WALLS RUNNINGPERP PERPENDICULAR TB JOISTS. 41 � � � 31/2"x9 I/2" ML. �';I: � ' �I I - - _ I SLAE3 (r� 3. ALL STRUCTURAL POSTS ARE TO BE 50LIPLY BLOCKED TO TOP OF FOUNDATION WALL OR SUPPORT GOLUNPI FELON. - �I I _ %" $ ,g O m NLE55 OTHERWI5E NOTED • ¢ L—J L., L_J REPC. SLAB INF V 6X6 WI 4x14 0 I� ry 15. INTERIOR PARTITIONS TN RE TO CONSTRUCTED BOARD BOTH DES U THICK � Q li STUDS AT PSUM L 5 IL4.:a9 IL2_M1.— rl I 4 ALL DRYWALL SHALL BE U S G. NATIONAL GYP5UI•J CO I/2 �� — — If �— o-, x 4" WIooD W.W.M. o1J 4 MIL VAPOR d JLEss L OTHERWISE NOTED BARRIER ON WELL COMP- m KI NEW B"x B'-0" E FOUND MALL ACTED POROUS PILL\ J 0. ;p 1,9 ALL INTERIOR DOORS SHALL BE STAII-IED GRADE 6'-8" HIGH X w REINF. I N RE AR TOP h BOTTOh1 ;�.,• 3 I/2" DIA STEEL J U1 \ " I-5/8" X WIDTH AS, NIOTED ON PLAN WITH APPROPRIATE HARDWARE. ¢ m ON NEW I6"x12" G. FTG REINF. W/ iJ.GA,' y LALLY COLUMN ON - U (3) %5 REBAR,0 UNIDISNRBED SOIL n)"TMP"x12" P.G. FTG. 1 II. ALL MOLDINGS AND TRIM SHALL BE STAIN GRADE IL i l? PROVIDE 6'-6" MIM GI_F.AI2:.IdGE ABOVE STAIRS AS PER IJ.Y.S CODE. B" POURED GONE, STEPrCD FOUNDATION W LL REIL111 Tv 1 q ALL WINDOWS SHALL EE PERNIA-SHIED IM1I6WDIh1G DOUBLE- .o u- I G Ib REBAR TOP @ G T 6 ON =' 6x12 POURED GONG FTd, REINIF INSULATED GLASS, IDIS GT SGRC-C-hI, d JAMB EXTENDERS A5 RC-Q'D, F NEW H"x0'-O" PG.FOUND.WALL in AS MANUFACTURED BY ANDERSEN MI NDOWI^IALLS OR EQUAL. N/(3) #5 REBAR,ON UNDI'.;T. REINF. WL N4 REBAR TOP 6 BOTTOM 1 1 Y ON NEW 16"x12" PC.FTG REINF.NV SOIL,3'-O" BELOW GRADE IiIN. -'O. ALL ELEGTRIGAL WORK SHALL BE BOARD OF FIRE UNDERI-RITER5 = IJ` m N I (3) U5 REBAR, ON UNDISTURBED SOIL. APPROVED AND IN ACCORDANCE WITH N.E G REGULATIONS. N U 3 4 2 T I ALL PLUMBING SHALL EE IN STRICT ACCORDANCE WITH THE NY.S BUILDING CONSTRUCTION GORE. ® J rC2 12' 4"' 2. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTENCONSENT OF THE ARC!!ITEGT OR ENGINEER WILL NEGATE THE pQ ' ,s.., ..;'?„�-5 r %,�. ) LOPE INGMAX DROP TOP OF FOUNDATION GERTI CERTIFICATION OF THESE PLANS. - - - - - ---- - - - -- - - - J 2xB P.T.LEDGER'30 RD - - - - - - J WALL FOR SLAB OVER3. THE ARCHITECT HAS NOT BEEN RETAINED FOP ON-SITE- INSPECTIONS �'9 AND / OR OBSERVATIONS OF THE CONSTRUCTION, 2� PT. LEDGER BOARD 2x0 PT. LEDGER BOARD _'4 DO NOT SCALE DRAWINGS WRITTEN DIMENSIONS SUPERSEDE A F 5GALED DIMENSIONS OST ON ET INTO 4'k4” PTP _15 THE OHNER SHALL SELECT ALL FIN15H MATERIALS AND COLORS g a q METAL BASE GAP SET INTO 6 - = m d �. - I 12"DIA POURED GOPIG. rr _'�' o m x I'-a°xl'-4"P.G. PIER a I'-4"x2'-0"P.G.PIER -OOTING,5-0" BELOW o m FOOTING,3'-0" MIN FOOTING,3'-0' MIN. ry GRADE MIN. ON UNDIST. m a t6. THESE DRAWINGS AS IN5TRUMENT5 OF SERVILE ARE AND SHALL ` n BELOW GRADE n ® BELOW GRADE. -4 "�'71 SOIL,(T) TYPICAL. F- ` (2 TYPICAL) (2 TYMGAL) REMAIN THE PROPERTY OF THE ARGHITEGI' OR ENGINEER WHETHER W -- � 712 (2) 2x0 P.T. (2) _<8 PT - (2) 2x8 PT. (2) 2x8 PT. - (2) 2xB PT. (2) 2x0 P.T. -q - THE PROJECT FOR WH GH THEY ARE MADE IS EXECUTED OR NOT. O F C5 5 -` - - -- ® THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR EXTENSIONS ¢ w TO THIS PROJECT EXCEPT BY AGREEMENT IN NIRITING AND WITH d O K N APPROPRIATE COMPEN5ATION TO THE ARCHITECT OR ENGINEER. - - _ - 6-4" 2'-0' 4'-I" 4'-1" 2P-61 -4' 2' 5'-10" - 5'-10" 1' 1'-A" Ib'--4" -2" '7 THE CONTRACTOR 15 TO PROVIDE PROPER SUPPORT AND 3�' b�_4�� UNDERPINNING AS NECESSARY OF THE EXISTING CONSTRUCTION - - MASONRY OPENING THROUGHOUT CONSTRUCTION OF Ni FOUNDATION AND GIRDERS wo. ' ©8 DOUBLE MIIGROLAM5 TO BE MAILED TOGETHER WITH TWO (2) ROWS O 2'-'-2p" I6D COMMON WIRE NAIL AT 12" O.G.. w 9. ALL TRIMMED AND FLUSH CONNECTIONS BETWEEN JOISTS, P05T5, OR nl�J m RAFTERS TO BEAMS, GIRDERS OR STRUCTURAL MEMBERS TO BE ❑ p 0 - IB'-8"' 20'-4" FASTENED USING GALVANIZED METAL HANGERS BY 'SIMPSON STRONG /La iY TIE' OR APPROVED EQUAL -- - - O. ALL CUSTRING, 4'I WINDOWS ARE TO BE FIELD VERIFIED PRIOR TO ORDERING 6 INSTALLATION ,A !U`=1` 00 i4UNZ; A71 © N FLAN SCALE: /4"=1'-O" LEO END °- 2 W NEW GON5TRUGTION ~ —�• iiY 111 � A — SECTION MARK w �J FOUNDATION WALLS 2x6 R.R. FRAMING NOTATION o. m 0 I6"00 SD SMOKE DETECTOR EXHAUST VENT SLOPED CEILING A-1 O Z F- 2 OF 9 N YI Z LLJM �Z � J —1 ^ 4i CL w I ' � Q ZZ o -- -_ _ - - - - _— - W � Z W o� N 4011 20'1 CD w — - - w y � _ Q 5 ui m � C 10'_6" g._3.. m — 2'_0.. IS'_2' T'- II'_g' - -2660 INSUL. ? n 2 DH 060 DH O60 DH O60 D 040 2 2x6 (2) 2x6 (2) 2x8 0 3 1/2" % 9 1/4" h 2)2x12 ry DH3040 � W �- - 9'-O°- N R 3 1/26060/4" hl1 2 2x12 H R KITCHEN 3' STORAGE q w Lo — k m m FA LY O (_I V C, ROOM o o pN - q 1 aF � L. G 4 J,1� Po CEILING 3"-g" 2'_0° C) HEIGHT - VI IN DESK - in — fy ` p SD HEADER SCHEDULE 31'_O.. 2'_g.' ^ ALL Mr' TERIAL FOR nIOOD FRAMING IT 4' p" 6'-0" 3N� °� m Inn _ 31/2"x16" PARALLAIH _ of AVE F MINIMUM Fb OF P.S.I . o a - H 5 1/2' M P05T ry ea 5 1/2" xAN POST S 4xb P05TM/P05T -- 0 --- PA/RAx 5 1 4" m (2) 3/4"xT I/4" ML o� 3 1/2" I, Itl4I' m . ? GL.- _ 71 31n" x51/4" = FWSH o 2 p 3 / 2O Ar(POST NOMIN/,L LUMBER SIZE: SPANS: Q PARA 1 2 2-_p 3 I/2' x 5 1 4 -_ _ o UTLL- 'S (2) 2x£'' UP TO 4'-0" A_bNT"RYY op (2) 2xl, I 41-0" TO 61-0 6'HATHO(2) 2xl_ TO 8'-OIlI l � POSTS 3HALI_ BE 4x4 (NOMINAL) t w p 2 e *NOTE: ALL SIZES GALLED OUT ON ANY OF LIVIIUO I Iii n � THE FC''-LOWING DRAVIINGS 141-1- SUPERSEDE o � ° ROOM 1 DININ6I THE SCHEDULE. ® o FOYER o 11 ! ROOM sD Y ENNNTH DOOR -91/2" x I& PARI c N O ENTRY 14468 OOR _ u� AND AI RGT 16060 O.H. DOOR iRAN50H e _ ABOVE. (2)2x10 Q in 2) 2x6 (2) 2xb 2 2x6 2) xe D113060 PH3060 I 1)H3060 91130b0 m o O p r U G U 1 Z } } U Z xb 7xB RR. 1RR \ /912uD fIRDER / 12SzIRQER u I6"O.G. Ib"OA. — 0 as ul 14-1 - - - -� 12'_0" _._ �_g�� 7 Mo o 20'_4" - — - (A a c ,� � I RSA' FLOOR PLAN � 3i FIRST FLOOR: 1,333 S.F. I U SGALC I/4"=1'-O" GARAGE 56-7 5 F �– FI 290 5.F h a un A=2 0 Z F- OF 9 I C,V y W Zluj (Lp wW >CD 400# ARGHITEC URAL ROOF SHINGLES LI j' z m W m CONTINUOUS RIDGE VENT 150 FELT OVER 1 2" COX SHEATHING \ m F— ML RIDGE � 3T, zn s 13/4"x 14" 2 X 12 ROOF W'`ITERS ® I6" O G. K 9 N � m n TYPICAL ROOF GON5TRUCTION: 0"(R-3o) BAT 11,151 al 2401:ASPHALT ROOF 51 V1 m �C % II FELT PAPER 2 X 6 BLOGKINI _Z at 1/2" COX PLYWOOD - --- W F w I 2x12 ROOF RAFTERS® 16" O G q I, u ( Y W o 12 12/ 2x4 60LLAR TIES ® 4b" 0.6 I X 6 FASCIA 51 'ARD = Mw 8 b Y SOFFIT W/ GONI INUOUS SCREEN VENT 11-21] N r 1 TYPICAL CEILING CONSTRUCTION: ,�5 1/2" x 14 Ml. NEW 2x10 O.J.® Ib" 0.6. IO" (R-30) BATT INSULATION TOP OF iL. _ r .1 ".,I7x "1, - 1/2" 5YP5UNI BOARD PLATE YY A I L I I I I L/^2 € ]ITfU 2w0" 1� / F 3 I TYPICAL WALL GONSTRUGTIO SC : vz^= v 1 N: ALE 51DINC 5ELESTION BY OHWER 'TYVEK' HOUSEWRAP _ 1/2" GDX PLYWOOD 1 - 2x4 STUDS ® I6"OG. 3-I/2"(R-1E)BATT INSULATION 0 - � r /2"GYPSUM BOARD INTERIOR FP51 6 1i 12 I 5EGOPID _ Q4 II FLOOR — — m I — I O 3 1/2" x 111 1/4" NIL. J W ,I Q � N j i 11� OYER TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING A5 PER ONPIER _ 4' i 3/4" T/ G. PLYWOOD SUB-FLOOR �^ � EI IT G m) ) III 2xI2 FLOOR JOIST 12' 0.6 \ 10"(R-301 BATT INSULATIOPI — Z ILV 'II \. FIRSTcs FLOOR V o GRADE /2 KL GIRDER 1 \ o TYPICAL SILL CONSTRUCTION: ^ (2) x6 GGA SILL PLATE wsTEP rw r rzoo E;.rli BAS �ENT ALUMINUM TERMITE SHEILD - - SILL SEAL INSULATION , : ,I - - I/ ANCHOR BOLTS,G3 O.G. _ (MAXIMUM 1'-O° FROM PURSERS = ) I NO LESS THAN Twa (2) PER SILL) uv L V I 1 ITIT RD r, l Inlr z TYPICAL FOUNDATION WALL: =��ollo ELii R 1 _IIIc d r s NEW b"x8'-0" P.6. FOUND WALL Z .. RENTW 114 REBAR TOP S BOTTOM -" ' -" 1" _3, _ :� m •• \ ON NEW Il PG FTG. REINF W/ W �'- (2) I15 REBAR,ON UN3I5TUREED SOIL m ¢ w W ci a o 0 0 us 4" PG SLAB • _ REINF W/bxb-W1.4x14 WWM.0M 4 MIL VAPOR �=-I BARRIER ON WELL COMP- 5d K LAV Iu ACTED POROUS FILL FIRST FLITUP 0; GTION " A _ � II .a SCALE: 1/4"=1'-O" / 00 SEPTIC 5Y51EIH CEIJlF P�IM1IN, RISER DI ?�CRAM d . a. O a N 0 AW4 Z = OF 9 o z VLj TOP OF 111111-1 ry I W Z M RIDGE � -N}- JI ]] III - _ - - - -- ----- -- - - 400n ARCH. ROOF 51I116LE5 Q Z o 7 OW III -12 / - \ -12 -- - j ILL W e � - 6111 2 1� �� 11 111 4 1Iill1 1 - - ! 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PER AcnsT J V 1 I_ 1 1 III 4 , II_, i r� i� 111 P h - nldLI -V r, r V 1 -- It 11 LI 1 I I i I III 1 � I 1 I DORIO COLUMN I Y1 V 111 1 . 111_ I III I C I I 1 11111 11- Ill — I 11 L 11 Id 1 JI-,119 - i III IIV I o II 7 ! u a LAI I-1 IIu ,1119 1 u 'I 11 - 11 ! ,1111 J '111I 1t11 ❑ ❑ ■ ❑ ❑ ❑ ❑ ❑ 'III u III-Lill Ll II , II II 11_. L_ I tl- IICtl I I 1,11'. I Ilk- rll ! 111111 II 11.11 _ , I ! L .I V II ] 11 Ir 11 11 , 1111 - 1 !l1 , III STONE EASE CAP OVER GNN 13ASEEP I II L 1 II 1711 _ II 111 V V II 19 II II 1 7II 1 1 f IIS `1 ! III V o II 1 1 cut?N�STODNE VENEER 1511111 !. I111II 'I � 1_ IIIII VIIfIIII� J1 9VI 'III �-11111 I!� -I �� 111 9 II V P-� II FIRSTILL Y 11 FLOOR 11 - 1111 ! 1 '� I,_, 1 GRADE III) -- - I I Q z a LJ L - - -I _ - - J LJL m - - - - - - - - - - - - - - - - - - - I r0 F_ - - - - - — — — — — — — — — — — — — o z /� FRONT ELE\IATI ON ' Lill 1 11 11'1 1 / \ SCALE: I/4"=1'-O" 1 , E5 111 1i 111 1 111 '� '� -I II ' In z � m 1111 I � I l 11 1 1 II 1 1 i1 11 f u _`� II -I- 11 ! 1111 '; 19. '1 I : � v x Ii I d I 1 1 I L 11 II i 111 11 1 iV -1111 , 11 I 11.1-1 II IIV � � - 4° 401 -------_— 1 1 1 r ROOF- 5HINGLE5 �=L` f III—fi il� 1 TII l V 11 1 11 1111 1 II s �I P 1 1I VIV 1 1 4 11111 I lL11III 111 m i 1 111 IML tlLIILII ICI 111 I II II II VII - - - - o � �� r'� 1 �1 1 �� 1 '1 I 1��iLi I I 1 u' / t I IV 1111` I1� LIII :I�l 111 1 - V - - - _- j - L11 1 111 ' V ' 11 LII 1111 . /-'- 11 u1111 11 11( 111 II i - d 1 : � III IIV 7111 1 IV I Vu 11 IL 1 II V Ili 71 III II I — 1 IJ I SII- I ILII -L11 11 Ll 111 1111 .11111111111111 -LIII VI ILII III 11ir V ,III 1 1111 1-1 II _LI Il _LIL I Iit 11.11 1 !11 111 1 1 111L _I11L 1I 11 111 111 1111 I Jd ! IV 'I 111111 II -9711 '11 I I -I! II 1 1 - _ .I1 VII I 1LN. 11 9 11 V i ' J I 111 ; LII 1 1 11 11 1 11 I I I ,111 19 - III I 11 d V l 11 I _ _I z 11 116 I 'IIu _� I - 111 � I III_11 I1u 1 111i- LIII IIIJ _:I 111- 11 : 4111 I' Id- 111 ] 1( 11 �111I ^� 1 !11 II 91 Ill , 1 1111111 I ; 1 IV IIP II LI I ] 1111 a E !' ll ! 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III 11111111F , d_ CII - 1111 11111 MIA 111 94_ JI,,1A LII- III 11 A ,ili _I ; II i eRADE , o � I C-- - -- - -- — -- --- ---- TL — 0 I- - L < — — — - - - - - - - - — - - - - - - - - - REAR ELE\/ATION � � 1� �111�1 � 111'1 I e� I I L l 111 '111111 i Iu 11. 1,1 i z m 5°ALE: 11/4"=1'-O" - � iivlli1 11'11 III 111 VIII �I' I �� ' ' IIP -� II I I IL III 111 II II 1� - � I d p 2 0 0 J JI [ II II I I I IL - - - I II a N 9 1 111 1 111 IIII !'I e "boa nRce. -- -- I T1 A 111 1 1 II 19 II_,! II II o ROOF sH1rI�LEs '-= `_ ILL 1 11 11 LI pp L I 1 _I 1 111- 1 1 1 LJ '1 111 11 1 111 1 'i 1 V I I -I I I ''1 I 111 [[ IUZ_ 1u11 11111 1 A 1 1111 JL 111111 111 1-111 . 11 1 I � 11 �Il 11 : I I L 111 I J V III III 11 1 I- II 1 III 1111 I II Il II IIIIII - III III III II 11 a 11 it III I III 1 ; 1 = II hIIIIIII' IlV V I . III 1 V ill 11, 1 IIII III II Il I III I II 1111 I it - I 1AI ! III I 11 111 -1-iI 11111 I III 119 1 ! 111 111 : 1 1 - A ^ ,AlILA11.11.11 IIIA- ill-11 III L11IIIIIIiIII119_II I ! 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IIII III II II \ 11 -II IIII 1 11 A 11 11 .1117 1111 1111 Al 9 1111 1 LI III II_ I'l l_Ill ll l 11111 .1 11A1111 11111 1111 _ II 111111 111, 1111 1111111. 1 1111111 ! _ ILL 11111 I1' -111111 _IUJ_ IL IIA . LII II III 111111- _11111111_ d-11111 11111 Id11 11111 11111 11111 III 1V ! 11 I c j 1 111 II. 9T FILA iI Ili__ VII 1 II H 11 11, 111JIitI_ , Il II I, I11 V I iI A Ill 1111 1 111 , 1 111 L, i Ill, 1 11 11- li d 11111 I.1'1 ' 9 A i l l 14 LI -ll I C AIV JLL 1 II LII A I 1 - 1 111 II 1 1 II 1 II I 'I d l 9 6 11 11 1 1'1 V V _ 1A i l l l 1 a V_ 1 1 L IL if 1 4 1l ! _111-II II l i l ILCA_I1111 _111.111 11 Ah 1 111 1 II 11 11 l l 11 !111: ' 1111 Ilk:' 111 11 111111 I l l 111 111 1 11 111.11 IA 11 11 A I -L-1L 1 1111 111 11 1111 N 111 11 1 11- i ] , i 1 1 3 11 V I A l 11' 1! 111 , a" 91 1 91 ILI Ill 11 I VI A : II 1111 1 ? o" tlI 111111 All II 111 d II it I 11 1 II I ! A IL II L- 1111 IL 11 1L ILI V_ LLIL 1111 :I t fie 11 z H�1 I I V I I I 111 1 11 ft LII 7 11 II I I 11 1 'PERFECTION" ceDAR --- - A Ili I IIII- I IT �-117 1111 1 , Ill h 111 1A 11 111 III 1-A F 111 ! -111 1 1 !I 1111 ' -_111 1 I i 111 111 11-, 111 • SHINGLE 51DIN6 1 11_ f f I , A l 11 1 1_ 1 1 1 I 111 it . 1 1 TI ' 1111 J 1 111 i 111 1 - I i II _f 11 w 6• EXPOSURE 11 1 111 1 1 11 ' 11 1 11 1 1_11`1 1 1 111_11 1 T I I j1 �I A- I I 11 1 II 1 1 1 1 1 : I ill tl 11 1 LIII Illi 111 ' 11111 -1111 1 - IIII 1 1 11 , L I II 1 II 11 19 111 111 11 1 Ill A 1 0 I 1 s- 111111 111- 911 ' 111111` I 1Ii,I dI 41 !11 -Null hill II 111111 III 11d , V - ; AI IIII 1111 II 4 Lli IL I I�� I I , ' 1 I 1 ' It I III 11 1 1 '1 1111 4 -III - 11 1I II j 1-1 1 111 1 11 I I LIII I,Ill I I9 II I i I I ' A II !1111 1TI 1 LII 1 . 11 111 : 11 -AI I II ' � I I11Ili I 1 11 A All 119 111 11 a Ff 111411 _x_111 411 'Id 111AI IAV 111. 1119 _- LJ11 III 1111 Illl 1111 I I 1 1111 111A 11111 111 1 %l 11111. 11 '�19 1111 VIITIIII 1 . 11 , 1111Ii111 _'dIII 1ill '�II ' I III 1Ill 1III ''1 J 11111111 11 ill i_IIIAlllII II ' III -IItIAII I IIIAA11111 ''I 1 V a li 11111-111111111 11111 AIIIA1iIIl,fi111 !I ,AIilLi AAI IIII 1I111i19I11 -11111-1,1111`1 1 \ 1 _ a GRADE m - --- -- -' - - _ - - - - - - __ - - - - - - _ - _ - - - - - - - _ _ __ - - - - - - - - --I L9 Z d in LrEPT SIDE ELEVATION AM6 SCALE: 11/4"=1'-O" 2 F w = OF 9 N ® ® FASTENINO DETAILS a z M z � ; SINGLE OR DOUBLE, STAGGER JOISTS 4 IN OR N r m TOP PLATE \\\ USE SPLICE PLATES y v GUT PLATE TIED WITH 25 GAGE SEE SECTION R602.3.2 N STEEL ANGLE OR SOUIVALENT 0 z o Ck� W �z > o TOP PLATE GONTINUOUS RIDGE VENT AROUND I KING \ F�- r AROUNDOUND PIPE HEADER ro SEE TABLES RSOZS(I) MIN. I" AIR SPACE --� m W y JACK STUDS BETWEEN I/2" G.D.X. SHEATHING ` W = z AND R502.5(2) ��q. OR Tp AND 2 x 12 RIDGE SND 5EE SECTION R602.3 LL 5TUICI240# ASPHALT ROOF SHIFIGLES �, \ 3 m I/2" C X. PLYWOOD SHEATHING \ N BORED HOLE MAX. �. I W DIAMETER 40 PERGBJT fn OF SN2 x 12 RIDGE D DEPTH (; / ]C W _ 5/H IN MIN. .o EDGE PLATEOM SOLID BLOCK P6 2 x 10 ROOF RAFTER MMID = 5/8 IN. MIN.TO EDG SUBFLOOR FLOOR J015T5 W FOUNDATION C SILL PLATE — CRIPPLE WALL —— —— — — — — — SEE 5EGTION R602 q �0 NOTCH MUST NOT FOUNDATION OF STUD 25 DEPFRGENT L - - - -- WALL STUDS W ANCHOR BOLTS EMBEDDED IN TYi�. fizI DC DETAIL BORED HOLES 5HALL IN. BY 4 IN. FOUNDATION 6 FT. BE MAX. NOT BE LOCATED IN THE IF HOLE 15 BETWEEN 40 PERGEN F AND DIA60NAL BRACE SAME GROSS SECTION OF 60 PERCENT OF SND DEPTH,THEN SND LET INTO STUDS GUT OR NOTCH IN SND MUST BE SUCCESSIVE U 5N05 ARE DOUBLE DiAND 50 CORNER AND PARTITION P05T5 SCALE: 3/4" BORED APPLY APPROVED SHEATHING OR BRACE NOTGHIN6 E BORED HOLE LIMITATIONS FOR EXT. AND BEARING WALLS EXTERIOR WALLS WITH I IN. BY 4 IN. BRACES LET y `I cr ' INTO STUDS AND PLATES AND EXTENDING FROM BOTTOM PLATE TO TOP PLATE OR OTHER SCALE: N.T.S. APPROVED METAL STRAP DEVICES INSTALLED IN a AGcoRDANGE WITH THE MANUFACTURER'S < w SPEGIFIGATIOTION5. SEE SECTION R 602.10. o � TYPICAL FRAMING DETAIL m 0 SCALE: N.T.S. i = IJj�D� ANFI TOP PLATES L I ; I SIDING 11 L/3 I - L/3 - II W IIT 1 Wi I STN e } No NOTCHD FIIDIALL PLYWOOD 5HEATHIN, ` ii��' d i�,• m `- PERMITTED -- � � I w J U Y -SND D/6 MAX, rz N U BORED HOLE MAX. _ FLASHI F16 � o o d snlDIAMETER� PE ENT FLOOR JOIST - GEPNTER GUTS III I Cj,,l PT "x3" VINYL COATED WOO N D CASING o ' I HEADER ` J (TO BE REPLACED OR REPAIRED III III' �' AFTER EAGIi INSTALLATIOW � IIII I I I I 5/H IN MIN I"O EDGE I 5/H IN.MIN. TO FDS �I"x2" WOOD SPACER H 0/4 MAX. I 2-1/2" #g WOOD y �SGREW5 0 T" 0,C IPI-ERIOR Ii `D/4 MAX. PREDRILLED FASTENING "'SII III, I i m HOLES 0 T" O.G \ '„ m NOTCH MUST NOT _ 9W a OF SAND DEPTH PERCENT-// ENT \ IIII Ili; ', O U FLOOR J0I5T - EHD GUTStj 1/2" COX PLYWOOD I dl, 4 a 0 w0 Q � 0i BORED HOLES SHALL STRUCTURAL PANEL L SAME GRO55�IN TIONHOF III I r I Il l 'II„I i'III X 11 GUT OR NOTCH IN SND MAX. D FROM ,III III SUPPORT I I l i l I I lull II � I I - -I I I I I I I I�I'II III � j IIII Ii II � 'V NOTCHED BORED HOLE LIMITATIONS FOR INT. NONBG WALL5 —T D 0/3 MAX i I IIIII h� � O II I I I \ SCALE: N.T.S. F'HI5H SILL � IIIA II Ca I/2” GDX RAFTER CEILING PLYNlANE JOLTS 802.6 EXTERIOR O STRUCTURAL PA R BEARING PIALL a III TOOL I I D I III I � I PREDRILLED FASTENING NOTCH GREATER THAN 50 INTERIOR INI I1� HOLES ® T° oc. U�JJ II -a PERCENT OF THE PLATE WIIDTH D/3 MAX. iI I6 GAGE (0.0054 IN.) AND L5 IN. WIDC- 51DEMETAL TIE EACROSSNOTCH AND TO EACH SIDE E THE NOTCH I^IITI 6 - Ibd DOUBLE SILL— - 2-1/2^ T6 WOOD I'I'I NAILS EACH SIDE. \. MOOD cnslnle SCREWS 0 T" CO. W PIPE OR CONDUIT FINISFI I"x2" WOOD SPACER 'III 2 N. MIN. FROM TOP ALL U 1±1 AND BOTTOM OF JOIST "xB" WooD CASING D (ACTUAL DEPTH) a N TOP PLATES PIPE IIII PLYWOOD SHEATHING TYP. NOTCHING DETAIL TOP PLATE FRAMING TO ACCOMODATE PIPING WOOD STRUCTURAL PANEL ATTACHMENT DETAIL STRUCTURAL PANEL DETAIL A_7 SCALE: N.T.S. SCALE. N.T.S. SCALE. N T S. 5GAL6 9"=1'-J" Z of ROOF RAFTER RAFTER TIE @ 16" O.G. OR FLOOR JOIST \ CONTINUOUS RIDOE VENT MODEL "GS20" __\ / ROOF RAFTERS DETAIL " R OR FLOOR JOIST RAFTER CONNECTOR W Q� c Z n .aJ / "2x" RIDGE BOARD ONE ° MODEL " H2 RAFTER GONEGTOR SIZE LARGER THAN RAFTERS RIDGE / ° I' O 16" O G. ° DOUBLE / • MODEL H2.5j N o d\ TOP,oFLATE z � SHINGLES AS SPEC. z ROOFING FELT AS REO'D WALL STUD °I � ° ? wm oCD / \ o ROOF RAFTER 0 o Q PLYWOOD DEGKIN6 AS REGYD °, / ° a N yfO• / \�• �, NOTE: TFII5 DETAIL IS UTILIZED m LLA w U z"2x" RAFTERS AS REQ'D WHEN WALL STUDS ALIGN DIRECTLY DOUBLE mH 0 n `\ W/ RAFTER. WHEN RAFTER AND STUDS NOTE, THIS CONNECTOR 15 AL50 UW 5ED TOP PLATE = K h /- GONTINUOUS SELF ADHESIVE ARE NOT ALIGNED, USE 6ONNEGTOR5 FOR .ONNEGTIN6 THE FLOOR JOISTS U 9 ICE DAM MEMBRANE, 2'-O" MIN. \ IN DETAIL "52" 8 T" ON THIS PACE TO TI IE STUDS ON A CANTILEVER. 3 a ME- N N.-. i DETAIL " 5 " N w M RAFTER-TO-RAFTER CONNECTION 7YP. EACH RAFTER UTILIZED WHEN WALL STUDS ALIGN DIRECTLY W/ RAFTER5 UTILIZED WHEN WALL STUDS DO NOT ALIGN DIRECTLY W/ R. Z W z RAFTER-TO TOP PLATE TO STUD G.7NNEGTION (_) ® 16" O.G. RAFTER AS REO'D r )( 4 I(' DETAIL " T ° BEYOND ® scALe. rs Z rno MODEL " G520 " BY SIMPSON STRON6 TIE MODEL H2" BY SINIPSON STRONG TIE 5CALE. N.T.S. MODEL 112.5° BY SIMPSON STRONG TIE 5cALE NT5 ro x CD 2ND )1 I( Il T O Is Ixb FASCIA W M a Z HALL STUD PREFORMED ALUMINUM I I � DBL. TO DBL. TOP PLATE PLATEN PERFORMED VINYL SOFFIT 6ALV. METAL STRAP z• m "2x" GEILIN6 JOISTS I AY VARY 9 161O.G. n ' Lerlenl AS REG!'D _ MODEL " G520 I� HEADER w GROWN MOULDING OVER :: i "Ix" TRIM BOARD GALV. METAL STRAP BASE PLATE Tz• DIDI DETAIL " U " (BEYOND) MODEL GSP4 " RIM JOIST eARENeTn SECOND FLOOR — \` INSULATION AS REO'D sanN SHEATHING AS REO'D " 1�. DBL TOP PLATE + /� " 0>10dx1 1/2" NAILS I �I SIDING OR STUCCO WALL STUD EAcli SIDE OF STUD JACK STUD / 12' AS SPEG.- SEE ELEVATION �I WALL STUD END end cllstance m r �.c< I, Provide minlmwm 1" � � "`'w�:, afe_aN•�Sn � v DETAIL ' V " (BEYOND) Equal number of 2ND sp / a ""' ed Flecl nalls In PER LEVEL u u `� Mn DETAIL W (BEYOND) each end DOUBLE JOIST @ TIE DOWN o _IST11" ` IS JACK STUD TO HEADER CONNECTION STUD TO BASEPLATE TO RIM FLR PL - I, DOUBLE TOP PLATE ` TOP PLATE TO STUD CONNECTION AT GABLL END WALL o 16" O.G. O JOT TO TOP PLATE TO STUD CONNECTION ® 16" O.G SCALE. N.T.S. U MODEL " G520 " BY SIMPSON STI 'ONO TIE O h O MODEL " SP4" BY 51MFSON STRONG TIE scALE NTs MODEL "CS20" BY SITIP50N STRONG TIE scALe IN TS. / \ \ DETAIL " Q ' 1/2" DRYWALL OI`I5 "DETAIL/ " DBL. WIALL � GEILINOS ff ,[ALLS \ STUD m1 DBL. IAIAL DETAIL " T " �� 6ALV. METAL \ r a TIE-DOWN STUD 23"'� z m �' � 2x4 STUDS AT 16" OG. Rlh'I JOIST �. m r OR AS REOD BASE PLATE a 6ALV. METAL LEI FIRST FLOOR SII TIE-DOWIN GALV. METAL WASHER MIN. 3" Sid. (MODEL 'BP') o N > INSULATION AS REG'D 6ALV. METAL /2" DIA. x 12" A ICHOR \ o a � . 'I RIM JOIST BASE PLATE " J" BOLT g 23" O.G. COUPLING \ r (MIN. 4" EMBEDMENT) FINISH FLOOR \� RIM JOIST AS SPEC \ " ,\ DBL. TOP I - „ DETAIL X PLATE GALV. METAL 2) 2 x 6 G.G.A. 13 AS REGOR DBL. WALL \ GOUPLI I6 \+� SILL PLATE AS REQ'D. r e STUD o IST DBL. SILL / z m m FLR LVL 12 j �� Po DETAIL " Y " PLATE NALL Tlorl o < us < s a 0 n n a �1 _BSNIT. _ I DETAIL " Z I' � N I � � FLR PL (2) 2x6 SILL PLATE z,,, 1/2" DIA. x 12" GALV. METAL TIE-DOWN WIN 52" GALV. METAL TIE-DOWN W/IN 52" W N�1 0 ANCHOR BOLT-WASHER CONNECTION g 25" O.G. ANCHOR BOLTS OF EACH CORNER OF STRUCTURE OF EACH CORNER OF STRUCTURE "2x" CEILING JOISTS 23" O.G. MAX, - X O n AS REGIV �' REINF. GONGRETE O MODEL " PHD2 " BY 51MP50N STRONG TIE scALe: N.T.S. MODEL " HTT22" BT' SIMPSON STRONG > TIE scALe, N.rs. MODEL " BP BY SIMPSON STRohIC TIE scALe: N.T s. o ALL W -- I - M a CELLAR W WALL STUD > 1 APPROXIMATE GRADE 12' W WATERPROOFING OR LENGTH y WALL STUD DAMPPROOFING AS REG O GALV. METAL NJJ O 00 1/2" EXPANSIONSTRAP g 16" O.G JOINT MATERIAL 1 1 : 1 ASPHALT COATING (TYP) GALV. METAL z '' STRAP g 16" O.G. NO ST L LENGTH FLR LVC i J RIM JOIST s. J •, BOTTOM PLATE 12" GRAVEL COLLAR 4" Al \ a 6"xb" #10/10 W.W.F. GONG. SLAB Y1/ METAL- 6ALV. •.\•, AY 2x4 KEY W PLATE FASTENER VAPOR RETARDER (MODEL # LPT4) W RIM JOIST (2) #5 REBAR5 CONT. .. .�. 6° O.G. 3" PERIMETER DRAIN W/ ' FILTER FABRIC J UNDISTURBED SOIL �EE FOUND. PLAN DBL. SILL PLATE a �' in PROVIDE STRAP `^ @ EACH FLOOR JOIST T`rF . NALL SECTION Tl^10 STORY W/ CELLAR rA-8 CONNECTION FROM STUDS TO RIM JOIST SILL PLATE TO RIM JO 57 CONNECTION S =1'-O" ON CANTILEVER. (WHEN STUDS DO NOT ALLIGN W/ FLOOR JOISTS) o CALE: B/4" O "LTP4" BY SIMPSON STRONG TIE scALe. N.r s. ® MODEL '' G5lb" BY SIMPSON STRONG TIE soALE. hers. l7ALV. METAL STRAP 916" ars. (MODEL " G520'9 OF I[RST OF D1P3A NGS NEW RESIDENCE z A-® COVED PAGE g LIU 'rl ij� ��', I `,l� vii d aj �12 12 A-1 FOUNDATION PLAN, LEGEND ' LOF DIPr � � FOR A-2 FIRST FLOOR PLAN, HEADER SCHEDULE > Z o A-3 SECOND FLOOR PLAN NI�T A�� EC�II®� �A�A�. Py�� II�E� m W RoP�� ObZriTHREE PILLARS DEVELOPMENT in FRONT ELEVATION & RIGHT ELEVATION H 0 3 �F RAMBLER ROAD A-6 REAR ELEVATION & LEFT ELEVATION z (n m F2 , SOUTHOLD, N.Y. 11971 A�� DE�AIIIL� zv A>8 FRAMING CONNECTOR DETAILS 5� W �� n a N BUILDING CODE ANALYSIS Q F- 1 . REFERENCE STANDARD: WOOD FRAME CONSTRUCTION MANUAL FGR ONE AND TWO-FAMILY 6. NAILING & FASTENING SCHEDULE FOR STRUCTURAL MEMBERS W DWELLINGS _ 6' 2. FLOOR AREAS: PROPOSED 1ST. FLOOR: � � � ��j� / � ��ri� Y Pb✓u�f=�'�` 2,345 S.F. o • '+5T'"T, n�, PROPOSED 2ND. FLOOR: 1,396 S.F. PORCH AREA: 422 S.F. TABLE 3.1 WFCM WOOD FRAME CONSTRUCTION MANUAL DECKAREA: 640 S.F. NAILING SCHEDULE " JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING •a.;.,;.;-,,;�_,;�<` COMMON NAILS BOX NAILS COMMON NAILS BOX NAILS 3. DESIGN CRITERIA: ROOF FRAMING WALL SHEATHING mi a L4 GROUNDrn- WIND SEISMIC SUBJECT TO DAMAGE FROM Winter la..ddiNey Rafter to Top Plate (Toe-nailed)(Table 3.4A) 3-8d 3-10d per rafter Stuctural Panels 8d 10d 6"edge/ 12"field II V SNOW DESIGN Frget line Dealpo mens Flead LOAD SPEED Imphl CATEGORY Wealhetlng tle Ih Te,mlI. D99ecay Tem requlretl hazards as tzo c square 3'-0' bHeatq Mo'tlerate it Yqq t5el6B Ceilling Joist to Top Plate (Toe-nailed) 3-Bd 3-10d perjoist Fiberboard Panels (Talble 3.4A) 7/16" 6d = 3" edge/6"field Ceilling Joist to Parallel Rafter(Face-nailed) 6-16d 40d each lap 25/32" 8d 3" edge/6" field CEILING LIVE LOAD: 20 P.S.F. (Table 3.9A) 2ND. FLOOR LIVE LOAD: 30 P.S.F. Gypsum Wallboard 5d coolers 5d coolers 7"edge) 10"field Ceilling Joist to Over Partitions 6-16d 40d each lap 1ST. FLOOR LIVE LOAD: 40 P.S.F. (Farce-nailed)) ((Table 3.9A) Hardboard Bd Bd 6" edge/ 12"field EXTERIOR DECK LOAD: 32 P.S.F. Collar tie to Rafter(Face-nailed) 3-13d 3-10d per tie SNOW LOAD (ROOF): 32 P.S.F. (Table 3.6A) Particleboard Panels 8d Bel (see manuf.) i WIND LOAD: 37 P.S.F. (120 MPH) Blocking to Rafter(Toe-nailed) 2-8d 2-1 Od each end Diagonal Board Sheathing SEISMIC LOAD: C ZONE(EXEMPT, SEE R301,2.2) id AVERAGE DEAD LOAD (ALL ASSEMBLIES): 10 P.S.F. Rim Board to Raker(End-nailed) 2-16d 3-16d each end 1"x6"or 1w 2-8d 3-10d per support 1"x10"or wider 3-8d 3-10d persupport WALL FRAMING SEE PLANS FOR CALCULATIONS FOR COMPLEX LOADING CONDITIONS, To Plate to To Plate FLOOR SHEATHING r o STRUCTURAL ELEMENTS, & LOAD PATHS p 2-16d 2-16d perfect Structural Panels Torn Plates at Intersections(Face-nailed) 4-16d 5-16d joints each side Vor less Bd 10d 6"edge/ 12"field o M 4. EGRESS WINDOW SCHEDULE: WINDOWS MEETING OR EXCEEDING 5.7 SQUARE FEET greater than 1" 10d 16d 6"edge/6"field Stuld to Stud (Face-nailed) 2-16d 2-16d 24"o.c. Diagonal Board Sheathing OF EMERGENCY ESCAPE AREA Header to Header(Face-nailed) 16d 16d 16"o.c. along 1"x6"or 1"x8" 2-8d 3-10d per support MODE # CLEAR OPENING MODEL# CLEAR OPENING edges L 1"x10"or wider 3-8d 3-16d per support DH3050 6.04 S.F. Torn or Bottom Plate to stud (End-nailed) 2-16d 2-40d perstud zd DH3046 5.91 S.F. d od Bottom plate to Floor Joist, nandjoist, 2-16d 2-40d per foot m 1. Nailing requirements are based on wall sheathing nailed 6 inched on center at the panel edge. z M EndJolst, or Blocking (Face-nailed) m c If wall sheathing is nailed 3 inches on-center at the panel edge to obtain higher shear capacities nailing � 19 NOTE: EMERGENCY ESCAPE WINDOWS ARE NOTED FLOOR FRAMING requirements for structural members shall be doubled, or alternate connectors, such as shear plates, H N shall be used to maintain the load path. a of ci WITH AN ASTERISK (*) ON FLOOR PLANS Joist to Sill,Top Plate of Girder(Toe-nailed) 4.8d 4-10d perjoist 2. When wall sheathing is continuous over connected members, the tabulated number of nails shall be a o m m v y; Bridging to Joist (Tae-nailed) 2-8d 2-10d each end permitted to he reduced to 1-16d nail per foot. Z 5. N.Y.S. ENERGY CODE: 3. Corrosion resistant 11 gage roofing nails and 16 gage staples are permitted, check IBC for additional z Blocking to Joist(Toe-nailed) 2-8d 2-10d each end requirements. 9 CLI Jcheck l:Omphanc¢ Certificate Blocking to Sill or Top Plate (Tae-nailed) 3-tfid 4-16d each block few York State Energy Conservation Construction Code lEScheck Software Version 3.6 Release 1 Ledger Strip to Beam (Face-nailed) 3-16d 4-16d each joist a rn 7OUNTY: Suffolk Joist on Ledger to Beam (Toe-nailed) 3-8d 3-10d perjoist FASTENERS FOR ASPHALT ROOF SHINGLES O TATE:New York fDD: 5750 Band Joist to Joist(End-nailed) 3-16d 4-16d perjoist §RR905.2.5 Fasteners. Fasteners for asphalt shingles shall be r/� :ONSTRUCTION TYPE:Detached 1 or 2 Family galvanized steel, stainless steel, aluminum or copper roofing nails, (EATING TYPE: Nan-Electric Band Joist to Sill of Top Plate (Toe-nailed) 2-16d 3-16d per foot 0 w minimum 12 gage [0.105 inch 1, al minu shank with r minimum 3, inch VINDOW/WALL RATIO: 0.18 (9.5 mm)diameter head, ASTM F 1667, of a length to penetrate through N/ O O Q the roofing materials and a minimum of 3/4 inch (19.1 mm)into the roof :OMPLIANCE Passes ROOF SHEATHING ]OMP4aximum UA=605 sheathing. Where the roof sheathing is less than 3/4 inch (19.1 mm) rL 'our dome UA=582 Structural Panels 8-d 10d fi" edge/12"field thick,the fasteners shall penetrate through the sheathing. Fasteners shall comply with ASTM .8%, Better Than Code(UA) F 1667. rtl= Gross Glazing Dialgonal Board Sheathing §RR905.2.6 Attachment. Asphalt shingles shall have the minimum number Area or Cavity Cont. or Door 1.1x6" or 1"x8" 2-8d 2-10d per support of fasteners required by the manufacturer. For normal application, Perimeter R-value R-Value U-Factor UA 1"x10"or wider 3-8d 3-1 Od per support asphalt shingles shall be secured to the roof with not less than four t�.l 'citing 1: Flat Ceiling or Scissor Truss 1958 30.0 0.0 69 CEILING SHEATHING fasteners per strip shingle or two fasteners per individual shingle. �+ Where the roof slope exceeds 20 units vertical in 12 units horizontal Veiling 2: Cathedral Ceiling(no attic) 480 30.0 0.0 0 Gypsum Wallboard g (20:12), special methods of fastening are required. Iw 5d coolers 5d coolers 7"ed a/10"field Vull 1:Wood Frame, 16"o.c. 3282 15.0 0.0 204 � F ViWood Frame:Double Pane 428 0.330 141 • tour or 1:1:Soo lid 40 0.540 22 EXCEPTION: Asphalt strip shingles shall have a minimum of six U nor 2:Glass 160 0.330 53 fasteners per shingle where the roof is in one of the following a 'lour 1: All-Wood Joist/Truss:Over Unconditioned Space 2270 30.0 0.0 75 categories: 'lour 2: All-Wood Joist/Truss:Over Outside Air 67 30.0 00 2 1. The basic wind speed per Figure RR301.2(4)is 110 miles per a N hour(177 km/h)or greater and the save is 20 feet (6096 mm)or IOMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building higher above grade. tans, specifications, and other calculations submitted with this permit application. The proposed systems have been esigned to meet the New York State Energy Conservation Construction Code requirements. When a Registered 2. The basic wind speed per Figure RR301.2(4)is 120 miles per hour )esign Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge,belief, (193 km/h)or greater.3. Special wind zones per Figure RR301.2(4). �-0 nd professional judgment,such plans of specifications are in compliance with this Code. luilder/Designer Date z = OF 9 N LS cn aW Z n OENERAL NOTES Z � " g xL O C a N I � 14-4° 25 8 LOWER HEIGHT OF TOP I. CONTRACTOR SHALL CHECK AND VERIFY ALL GONDITIONS AT THE ALLOW FOR B' STEPP INTO FAMILY ROOM FOUNDATION WALL TO 3 51TE PRIOR TO STARTING TO WOAND SHALL FAMILIARIZE Q' 0 Z p RK HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK >_ o 0 T-4" 14'-2" 11'-6" AGREE WITH SAME. Lo o W � w A 2. CONTRACTOR OR OWNER SHALL OBTAIN A BUILDING PERMIT PRIOR 8w TO STARTING ANY WORK. L -4 LLJ N 0 V-O' B'-O" 8'-0" 5'-0" l'-II" 3. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS, Q 3\ PERMITS, CERTIFICATES OF OCCUPANCY, INSPECTION APPROVALS, -3 N o THEREOF, , FOR FORK REQUIRED. FROM A6Ei NGIE5 HAVING JURISDICTION V m Q IRED. alo 2 (2)2x10 P.T. — — , _ — (2)2x10 P.T.— — — (2) 2x10 P.T. 12L2x10 P.T— _ — — (2) 2x10 P.T. m LLJ _ _ —_— — — — — —_— — — — — — — — — — — . ', 4. ALL WORK SHALL CONFORM To N.Y.S. GON5TRUGTION CODE AND ALL m — c� - - - 3 x = � ✓ a0 91 LOCAL RULES AND REGULATIONS. TOP OF SLAB IN DRAWL SPACE 5. ALL METHODS OF CONSTRUCTION INGLUDIN6 FORM WORK AN m n To BE 42" BELOW FINISHED FLOOR. - - - - - - - -- -- -- -- -- -- PLACEMENT OF CONCRETE ARE TO BE CAREFULLY SUPERVISED BY Q --- - - - _ I 0 45t4" P.T. POST ON GALV. F %%,,%i?%'%//d,;/ I THE CONTRACTOR. N I METAL BASE OAP SET INT01 u7 �o / -- _ -_- -- 6. IF IN THE COURSE OF GONSTRUGTION A CONDITION EXISTS WHICH ix ix 1^' m LLI 12"DIA.POURED LONG. m / r DBL. F.J. I DI5AOREE5 WITH THAT AS INDICATED ON THESE PLANS, THE �[ W Z FOOTIN6,5-0"BE-OW ( GONTRAGTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT R 6RADE MIN.ON WET. % OR ENGINEER SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AN � Z M = SOIL,(I6) TYPICAL. � I 19-4 :/ CONTINUE WITH THE WORK, HE SHALL ASSUME ALL RESPONSIBILITY Q Z M d Q (2)2x10 P.�T. ,a.,.5� (2)2x10 PT. - _ (2) 2x10 P.T. (2) 2x10 P.T. (2) 2u10 P.T. j GRANL S1'AG -! % AND LIABILITY THEREFROM. T W , SOIL OOTINGS SHALL NS PER FT.UNDISTURBED ON NDSHALL OAIWHAVE MINIMUM PRESSURE A 2 Ti `4" P.G. SLAB / MINIMUM OF 6-0" OF COVER. N Q ry r I REINF, t•/ 6x6-W1.4x1.4 r o d o m W.W.M. ON 4 MIL VAPOR 1,j g, ALL CONCRETE SHALL BE 3000 PSI CONCRETE AT 28, DAYS FOR W o F o f w O -i Ty BARRIER ON WELL COMP- /' o SLABS, MALLS AND FOOTINGS. Q '- • ,n tL ACTED POROUS FILL % 9 9. ALL POURED CONCRETE FOOTINGS ARE TO BE REINFORCED WITH F IL - — - - - - - - - - - - -r - - JI N (2) #4 REBAR HORIZONTAL CONTINUOUS. w / 2820 2x8 P.T.LEDGER BOARD _2820 DBL F.J. 10. ALL STRUCTURAL WOOD FRAMING SHALL BE HEM-FIR NO2 AS FOLLOWS _ _ _ _ __ _ PROVIDE FLOOR DRAINUNLESS OTHERWISE BENDIN6 5TRE5NOTED;1150 psi (SINGLE) --- - j - - - - -- - -- - -- - - -- -- - - -- -- -- - - -- - - -- „ t 4" � BENDIN6STRESS - Ills psi (REPETITIVE) OM�AUngO� j 1 / E = 1,300,000 0 4� �1 FA. 1l ry INSTALL 100 5G7UARE FEET OF 5/6" / m % NEN B"W 4°P.O. FOUND.WALL p j I TYPE "X" FIRE RATED GYPSUM BOARD RENON F.�ARR®ARFOP kEINF QOM -- - - 20-4-- - -- - - -- - j 12. () 2" X II. ALL 6 UNLESS UNDEREAER-5 AT R ELRLWTONNSPA TRALLELSHALL TO SA ME AND ON GEILIN6 ABOVE ICER IIN5EW W 0 ISTS LL ,ON UNDISTURBED 2-0I f AROUND ALL OPENINGS. PROVIDE BLOCKING UNDER ALL PARTITION �/ 6 WALLS RUNNING PERPENIPIGULAR TO JOISTS, f� CENSE� � a o o BASEMENT ry - I 13. ALL STRUCTURAL P05TS ARE TO BE SOLIDLY BLOCKED To TOP OF a 0 - r /- a // FOUNDATION WALL OR SUPPORT COLUMN BELOW. n' o 4" P.C. SLAB REINF. W/ 6x6-W1.4x1.4 a 14. ALL DRYWALL SHALL BE U.5.6. NATIONAL GYPSUM Go. I/2" THICK W.W.M. ON 4 MIL VAPOR UNLE55 OTHERWISE NOTED. - OF T-4° BARRIER ON WELL COMP- '= p1 - y ii `✓- II e / r _ GEILIN6 ACTED POROUS FILL m r 15. INTERIOR PARTITIONS ARE TO BE CONSTRUCTED OF 2" x 4" WOOD o a ry m r v STUDS AT I6" O.G. WITH I/2" GYPSUM HOARD BOTH SIDES UNLESS \ m i - /_ - ry u O OTHERWISE NOTED, O g (21 2xB P.T. r0" HEIGHT _ - I6. ALL INTERIOR DOORS SHALL BE STAINED GRADE 6'-g" HIGH X -! 1-3/5" X WIDTH AS NOTED ON PLAN WITH APPROPRIATE HARDWARE, a Q io�j NII P / 3 In"x9 IY2" ML. \ � IT ALL MOLDIN65 AND TRIM SHALL BE STAIN GRADE. gg a WI \\ J - - - - - - - - - - - - - - - - — — I / I % — - -� - - _ - _ _ _ -_ / Ig. PROVIDE 6'-6" MIN. CLEARANCE ABOVE STAIRS AS PER N.Y.S. CODE, ,-c, F / 19. ALL WINDOWS SHALL BE PERMA-SHIELD INGLUDIN6 DOUBLE- „' „c \\ g / IN 51/4x91/2" M.L. U'go W, M\, 5 1/4"x91/2' NL. \ / INSULATED 6LA55, INSECT SCREEN, k JAMB EXTENDERS A5 REG-D, BIRDER POCKET A5 MANUFACTURED BY ANDERSEN WINOWWALLS OR EQUAL. a QI % I L L'- 1 \tih\ .�\\ \L'\ m I % I Z m O ISI ¢ / I-�. % 20. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE UNDERWRITERS S NEW e"x8' O"P.C. FOUND.WALL / o> APPROVED AND IN ACCORDANCE WITH N.E.G. REGULATIONS. ! N V REINF.H/14 PEE AR TOP k BOTTOM I ` ~Ul .0 3 I/2" DIA.COLUMN O 4" P.G. / bx QQQQ / 21. ALL PLUMBING SHALL BE IN STRICT ACCORDANCE WITH THE N.Y.S. m % UT (3N 15 R®AR,o UNDI5NR6ED 501E 24'x2 GaWMN. P NXIM W/ 6xMIL VA O m a j BUILDING CONSTRUCTION GORE. w o J 24"x24"xl2" P.G. PTO W.W.M ON 4 MIL VAPOR O, oI N mi / (II) NP. BARRIER ON WELL COMP- I-� / 22. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN na /. -i ACTED POROUS FILL N N / T"'/,E y �I l y V�ry % CONSENT TI THE THESE PL OR ENGINEER WILL NEGATE THE e 6 BL. F.J. a o J LL oN % CERTIFICATION of HESE PLANS. 2x6 P.T.OJ. % �'+ :o ? IE - W 0 j 23 ANDTHE / OCR OB5ERVATIONS OF THE CONSTRUCTION.HITECT HAS)AOT BEEN RETAINED -SITE INSPECTIONS r w, -I o Ib"0.0. - a u a NEW WX&-0"F.G.FOUND.WALL oI REINF.W/114 RE9AR TOP k BOTTOM �Q / 24. DO NOT 5GALE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE nrD ON NEW 16'x12"P.O.Fib.REINF.W/ NII I E- 01 (3) 115 REBAR,ON UNDI5TURBED SOIL. I 5GALED DIMENSIONS. o ' 15'-10" °x 3'-l' 21'-l" 0 I 25. THE OWNER SHALL SELECT ALL FIN15H MATERIALS AN COLORS. % m - -- -- --- - - -- ----- - -- --- 26. THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE AND SHALL z m � r 4 2-4' / 8 x ' ///i / / iiREMAIN THE PROPERTY OF THE ARCHITECT OR ENGINEER WHETHER V Z a liI L-- I / _- - _ _- - _ THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. - -- j j% L////%////O%%////%/'/r//%//,%U //%%%%// ///////',iJ,%//„ ' APPROPRIATE COMPENSATION TO THE ARCHITECT OR ENGINEER IONS Z THEY ARE NOT To BE USED ON ANY OTHER PROJECTS OR EXTENDS � � N ¢ 5 TO THIS PROJEGT EXCEPT BY AGREEMENT IN WRITIN6 AND WITH d 0 0 Z Ci / L – – J r q. — , oo_,,. d,/_ %: r = '/iiri ;%o — oiir �61 //,�Nj r 2l. THE CONTRACTOR 15 TO PROVIDE PROPER SUPPORT AND Z // -- - GER BO,�RD -- - ---- / L - - _- -- --_--- --- - UNDERPINNING AS NECE5CONSTRUCTRY ION CONSTRUCTION GIRDER 2x�P.T. LED 1 2:x8 P.T.LEDGER BOARD THROUGHOUT GONSTRUGTION OF NEW FOUNDATION AND GIRDERS. � p \\ F i a 25. DOUBLE MICROLAMS TO BE NAILED TOGETHER WITH TWO (2) ROWS Mcsl A � 16D COMMON WIRE NAIL AT 12" O.G.. d y \ \p p-4"x I'-4"P.G. PIER I'-4"x2'-B"P.L.PIER FOOTING,3b" MIN. m m FOOTING,3b" MIN. ry CQu 29. ALL TRIMMED AN FWSH CONNECTIONS BETWEEN JOISTS, POSTS, OR \ BELOW GRADE. a BELOW GRADE. -4 O \ (5 TYPICAU (2 TYPICAL) RAFTERS TO 1BEAMS, &RDE RS TO BE ❑ p _ \ ,// D G 6 Z D METAL HANGERS BY SIMPSON STRONG E 5 OR STRUCTURAL MEMBERS V (2)2x8 P.T. (2) 2x8 P.T. '// (2) 2xB P.T. (2) 2x8 P.T. // '/r>��. (2)2x8IP.T. (2)2xB P.T. !/ = TIE' OR APPROVED EQUAL. I-'--� Y \' � - - — — — — - - - -W - - - -®- - - - - ,/ - -� - t 30. ALL CUSTOM WINDOWS ARE TO BE FIELD VERIFIED PRIOR TO ORDERING k INSTALLATION i_.r) La I14" 6411 6'-4" 2-6° 4'-1" 4'-1" 2'-6" 5'-10" 51_10' 1'-4" O Q O B" 151_5' 9" I'-II" 43'-2" I'-II" 9" II'-g" I4'-g" 121_O„ I5'-B" 20-41' Z LEOEND o. 6O,_60 '-e'?'�ll°�lil NEW CONSTRUCTION kI -- SECTION MARK F ' '�� FOUNDATION WALLS 2x6 FRAMING NOTATION a W`Ti fm UN 'DATI ON PLAN Low aib"0'O. 5GALE: 1/4"=1'-O" O 5D SMOKE DETECTOR z EXHAUST VENT SLOPED GEILIN6 Awl 0 2 �i OF 9 Platform construction Ic Standard x 12' longer and 12"wider N r-o Endless Foals °.a than the T%14' swimming W pg Wall Panels area • W (1x14 5wimmiII ,p.o' CL .4ea) \ Z ^N Secure bottom Flange of steel panel enclosure to Vj Iywoad deck and 2"x -" V w Y� plalst below using 5/6• x 3" p 0. o 13- 40'-0" 40'-0" fag bolts N N y, Nate. use rot resistant ;; 12-8 o"x3"xe' wood cleat wham Q O Z p 12-4 aside or end 15 Inaccessible (.c e Tach e 3'-4" l'-O° Spec 12,simuar) L W K z 414", 3'-4" a" Screw 3/4"not resistant 4J OB w 8 1 p�ywood ko foists using 2" = Z gcflvanrzed dock screws ,A yt A ROT RESISTANT Da. -taints between plywood W V I U b'-O" PLYPIooD sections rust bA over PLAN ° \ jolete. a qo Out this area away From 4xb \,\ �' W Eq sheet of plywood This layout is FII and sand all holes, >:F' -4 Iso• �� t�ltothe Incaqr y f mIk of t pops and shdrp edges o YIf H \ oodtop otdck 11ner U z I- I from puncture m W f 5 m I Add 3q" to deeper area m I_' C n I death to calculate final = 2 n _ "BJDLE55 POOL"TO BE ry IT \ star depth See chart In �1J — INSTALLED AS PER _ ° I ROT-RESISTANT I Tech Bulletin 14 For U 9 N MANUFACTURERS / I WOOD JOISTS deeper area yields. 3 v f _ 5PEOIFIGATION5. /` 12" OG INN crew 2"x_" wood Joists m f` DI-6060 DH3060 Dfi3060 DH3060 1 ecu a pitsks together 4� 3' 2"xb"woad plates using _ +i carrla e bolts,nuts and wdsha 3" alvanlSE deck screws (n N '- M (2) 2x8 (2)2%B (2) 2xB (2) 2zB I x• %+x•. ��.,,. «'T > /+c' er corno6r,as shown. oagNLT USE NAILS All Z 6a N Y'.i,i ,.5.. i:,�3i3n`ais.`Y'i`.:>> 2J.`v�h-i•, SJ^` `amu""°-i.:v+;i7:xi3 i . *,Ynv p foist to be contlnuaus W r.t W 315• membersto f 2#10 R.R. 2%10 R.R. O SIDE WALL SEOTION Rot rel tart 2"x6" Hand W O B I6"OL. I 8 '\ ^� 1 plate secured to concrete Z rn = 016°OL. �,\ ,, p 3 \ Ploor with ye"x5" anchor bolt fel a at _4 oL M D'-I" ( a ❑ M s. Iq. kLeAr+nwss, RE °6j<,A Z C v ccEss REau RBrxr rb. J �LQ� '-�t-F5 IrmEa pccros rtust Fn "X611 ROT RE515TANT \ Adjust dimensions as m mo lmWi oml olRthe`konLl \ \ \I dlfferaot szespools of W WOOD PLATS e�\ \ ,� II-0 a m :kk%',miamoaran,me a• s' gN /�J CEILING sr3 ® ° one v.W.azsdnmly � � N `I' �I HEIGHT 9 _ O c� RETURx HYoreu.Ela HOSE FInwaS If opnondfiati a„dler �00� � L I �- ❑ 5uaTON ohfs we selected t\ / fat E`+I5ka0t m o &s y' ! Aoamo 5ucnoN w `�;i al.o cre malntaoee �;; �"\., ROOM m e o aoN v orgda wau of deeps 20 LJ / p For demo: _ t-_ "'re Leto mol dleoo (11 Is ma '*,',•, a,, nt rad=on I/L// a — edwlvFFR NT 6N ALL LLE JATIO.C2lL'.l a -AQs9 �4p 5m' wood r es kin9 tweenL ~ � 616"00 i,. a'x4"� c de / (q md.❑ I FRONT WALL ELEVATION vary other. foist �' W — — — 2680 IN'UL. ro r muzs. � res%uto,t wove DH5030 t. y - v DH3050 OH3050 DH3050 . . - "" )2x12 20' 0" ° �Iln'r e'dpamIFiflo su da Ignovtlddeey�or onema s doral ang nea no�ma�alr ry uwt l DETAIL OFIBLOGKING Rea'o . ga art6�, 2xe (2) 2xe (2) 7x6 3 1/2"x q 1/4" ° b b o o �I fo, p y ry'� ry'Ob 'S 15'-I^ (outsme dliiwmlmi of xall panels) ,,.. 14 _ a 14-0 n ..., s � - Is c dole of rvltFetaMlnq the drostatc oa —L _ 10-0' A A L7 4 -O" (Wide dMenelon of rvoll paalr) 3 `,, 1�/""t Int I\ bi O" �� vry m (ry ry+ m DN a m v O O S UNA rsS sTANDARD I T amu® R -1 14 KITCHEN � 3' „ 6 �� BST i�LODM - O ENDLE55POOI a _ 0 POOL � of�MILY = � — _ � s :- �� PRE-FABRICATED OAS FIRED r O O _ a � ' 5WIMMIN6 AREA - XI4 � B � � , FIREPLACE TO BE U.L. LISTED AND 'r3 ROOM _ 2 GL, m a .'.,U a �x14ED o CONFORM TO N.Y.S. ENERGY o - �B ;_ '� °o bb cu ;�L, GON5ERVATION AND CONSTRUCTION F 3'-B" 2'-O" ` ° ' \ - "' CODE. PROVIDE FA.I., HEARTH, 4 q'-B' - ` ry LEILIN6 NON- COMBUSTIBLE SURROUND HEIGHT `• • • •�, i W.LG.� � � GL. - Y Retractable Se rlty o � II � O - a Cover roc � j. O 4' 8" _ - _ 4y3,_O„ 8„ m N i O5D o Ob DESK OSD \ OP VIEW _ 2x6 RR \ 3'-0" T m • I6"OG. 3-8° R ry 9 _ acocnlenesc oansaraa for ne6frank pane +- Retractable a5e cu rl 2� 01, MInImo m clearaafor 15 11 retractable cover Cover 4-0 4-0" 13 3 I2" II�4„M.L. (2)2xlo CS m 3 X1 °%l I/4' ML. pd' �, f' Imo) 3 I/2" 4+ 13/4 I r Z 6 c / 511 x 5 I/4' T fy os PARALLA POST 4x6 P05T 4. I Fna — -( PARALLAM P05T \\ UTLE 'S N 2x6 LJ. I \ BATH \ I o w a J 6,-0., O a SDF VIEW Retractable cover roller mounted at rear of pool. END VIEW un 0 �I ® O SD - - 2x6 R.R. m :o r` Minimum clearance for y_O„ 6 16'oL. r e retractable cover v / A G _ �, o I p NOTE. The retractable cover roller mechanism may be led. Ad at the front or the rear o i the y L V `t -4 .o O ¢¢ pool. installation at the rear of the pool Is recommended. A 24'611 must be provided for ES SD I g !ha system to be Installed properly If the sup ark brackets supplied 4 EPI are not used, oI K ROOM p — DIININO m I — p I-O�E I` ROOM O 20-0' I O carpentry must be provided to support the roller. A sinkable coping system upon which the tracks O m I e4 r- o RI SD m will be mounted Is also requlred. When the roller Is mounted at the front of the pool It Is required p m I - o O (OPEN TO ABOVE) Q — —I — z i<\ ` that you purchase pairs anal lengths of hose which will allow you to mount the all button and control Z O NII valve on the side r 0 the Is referred to as side mount control kit. When the cover roller Is y = 14'-O" 12'-0" / � mounted at the rear of the pool the full 24"should be Will to assuro that the leading edge Z 306D NSUL. / / 2) xB 2 x8 2) %B \ ` 510E VIEW Retractable cover roller mounted at front aF pool. dews the water surface m ENTRY DOOR 5 r` w EDFI305DH3050 D3050 FO � 7 � 51DI5 AND ARON Jin- 5 Ce TRANSOM M cwrnncK ABOVE. F�c �_ OaPING SHOM Fz (2)2k8 2 2x8 22x8 LI13H R Z 00050 DH3050 DH3050 F- DH3050 D050 11 � o ] L U o p U, V4 ROT RESISTANT moo BLOOKINe Ffy Cdl \ y V al Ch O V K1 A e�( O e n FINISH BY OTHERS10-IDA.FERMArA5T Q a .g :n �ry . -4 � o � DORIC GOLUMNq TYP) 11 e � w \ A e— \ — LS / 2xB RR 20 R.R. SIS— I i- POOL PANEL d, Y TeFkkaE 1) 1'^\1 w o BRACKET BRALE H �COVet ROLLER & ORT BRACKET LJ O p• r1n O &-ac4et tbta, To Damply wm � 1=� � O 1'-10" ke sls then a, Min.Roller clawance e Thel can be n,� 1 accorrylbhed using the 1=� b-101. 3'-4" 5'-4" 6'-10" smndza EPI"Cover 5 2 3-4" 5_2Roller Support B-wket' � a IImo�,, 5,_b„ 3'4" 51-8" U-' 'A POOL WALL SECTION WITH STANDARD DOVER ROLLER MOUNT a 121-01 4. nm Firs o ,= k 20'-4° °1 40,4„ a 1"k u A Y t5ii e0 01'ROLLER PLAN VIEW POOL-PLAN VIEW A-2 P I R S T P L O O R P L A N I7ETILS POR ORC IIENi7LE55 POOL " PFLOOR: 2,345 5.F. _ 5CALE: I/4"=1'-0" PORCH: 640 5.F. DECK: 640 S.F. 4t OF 9 cv ww• W J LL! a N CI mr Ilff�� p z o W ¢ z —LIn W ~ �N CD 6a W y ^ _ F w �? m ~ z� LLJQ 40-4- m - Z w 41-0" 3' 4" 1O'_b, 15' 4 V-4" p�_O'f ww Z M a DO 0• DH3 50• DH3 50• -- r- DH3 04 1)Fe 50- W (2) 2x12 , , . ..,,. .. 'Qz(2Y 2x12 .,., ,., (2)2x12 (2)2x12 . , m 4 MASTER - �' \BEDROOM / me w 05D BEDROOM T OSD LEIL 6 y y o �+ GEILIN6 HEIGHT u o m HEIGHT o ' 0 4 r m m ss 7-b 2 O a li •II � UNFINISHED 15/4"x I4" ML.RID6E J3}1� 4 \ m — — — ON m — �� 9 m ATTIC, 5R n - / ML.FLESH �GL. o 2x6 RR. 2x8 RR m 2'-4" 6'-b" N 616'0.6. • Ib°O.L. _ m Y Q w' 'G' K n 5068 DBL. �' °d o - - — BFFO 6'_101 �I b'-4" I, b'-10" QrS r 5�_g" I � _ d m 3 4 s �. ,. BEDROOM �O�'EN TO y .10 SD�y� �� N mi MA TER �� BELOW - �� o� \ m ti�BAT ODNi\C� q °" 12'-0" _ `ltryHEIINL - 22x8 22x8 a �^ 3 I/2"x 11/4"ML 3112"xL4"-h7.L - - `O z e 2x .R. ; AF r x8 RR 2x8 PER. Ir 1 2 16,0-. n16"O .a r 016"OL. OIb.06 G >m' DH30-% — 000, 1)H304b•— DH3046- F 8 m x 2 Z —._— — — —— W Q U 1 a /� N 5._6" 3._4.. 5'_b" 6'r'-0.. 6'-0.1 ' 51_2' 3,4-� 5•_2" 24' 2'-4ji 21-4" " O 14'_8" 12'-0" A O M W 40'-4" -4 20'-4" O h O C. O 0 S � GON1� � 1LOOR PLAN �n < SGALE: I/4"=1'-O" SEGOND FLOOR: 1,396 S.F. � [�� " u a d l� N 0 A-3 Z v, OF 9 Ls • Ld Z M Z r ; Lq za N a o � OLLJ zo � M 0 W > N LLJ N 0 h �Y N 400# ARGHITEGTURAL ROOF SHINGLES m w ,o z H I5# FELT OVER I/2" GDX SHEATHING m 2 z LONTIN10U5 RIDGE VENT Lu 13/4"x 14"M.L. RIDGE 2 X 12 ROOF RAFTER5 ® 16" O.G. 3 Q m n TYPICAL ROOF CONSTRUCTION. 10"(R-30) BATT INSULATION pi 2400 ASPHALT ROOF 5HIN6LE5 15#FELT PAPER 2 X 6 BLOCKING )[ W _ I/2"COX PLYWOOD (1(� (� m 2x12 ROOF RAFTERS® 16"O.G. 12 12 I X 6 FASCIA BOARD W 2x4 DOLLAR TIES® 40"O.L. e� e SOFFIT W/ CONTINUOUS j SCREEN VENT 11_211 m m ro B e A 4 __ L7 ATTIC — TYPICAL CEILING CONSTRUCTION: —� NEW 2x10 L.J.® .0 O . 3 I/2"x 14" M.L. lo'(R-30)BATT. INSULATION TION I/2"6YPSIIM BOARD T I L " TOP OF(L I I I I I Y PLATE TYPICAL WALL GONSTRUGTION: SCALE: 1/2"=1'-O" , SIDIN66ELELl10N BY OWNER "y-„ CIC6i1b6�P � BEDROOM m ryn Cox P Y KRAP 1WOOD 2x4 6'ND5® w O.L. a 44 --- 3-I/2" (R-15) BAIT. INSULATION < 1+4 12 I/2" 6YPSUM BOARD INTERIOR FINISH SECOND FLOOR 91 3112'x II 1/4" ML. a U 2•-O" 3 _ - - KITCHEN _ POYER TYPICAL FLOOR CONSTRUCTION: ROOF r FINISHED FLOORING As PER OWIJER VENT 3/4"T. 6 6. PLYWOOD WD-FLOOR Z m 21 --- — 0"(R 30)BATT. INSULATION N cY.l FIRST h N FLOOR Y o c 9 N ORAVE ` —51/4"x 9 1/2" 3„ o M1.GIRDER TYPICAL SILL CONSTRUCTION: O MnsTER ALUM NUMLTERMITEEILD Bn iRooM 1 \ i DAS ANT >, SILL SEAL 6uunoN - - 1 1/2"ANCHOR BOLTS,23° O.G. -T ✓. . i (MAXIMUM I'-O"FROM CORNERS LAY LAV uv \ \ 1 NO LESS THAN TNb PER (2)PER SI W ` ." L' F- TLT TLT 2 r. } FOUNDATION WALL secoNo FLOOR Lri AR m r v ` w. ✓ TYPIG,4L(R IT El NEW #4 EBAR OPII4 BOTTFD OM x^ �• �• x• �" x• �• .. ON NSA 16"x12' Pb.FT6.REINF.W/ a 6 rn U M [S� WTCH€C enTF ROa f/1 f. ., " . . 4' �EINK 2 P.L. SLAB 1 ILw 9 REINF. NU 6x6-WI.4xl.4 r z n^ o n HAM.ON 4 MIL VAPOR Lnv w Lgl BARRIER ON WELL COMP- TLT LAV HA ow. TLT 1� 5 ❑/1 � ACTED POROUS FILL y 3 I/2'DIA STEEL F1RET FLOOR O p� LALLY COLVMN ON z^ 24"x24"x12° P.G. FTG. 3• ' x° 3" O" �j o 2'� (� / oQ SECTION - fir " TO 6WFFOLK 6.0 G O. b /1 LOIIPITY APPRO\VED O FSI SCALE: I/4"=1'-O" SEPTIC SYSTEM G1 4 GO O N LELLnR FLUME I NC RISER D I AORAM a N.T.S. It—. U—' a r= a A-4 IZ xOF 9 N z V � TOP OF 4 I RIDGE a LLJ g ^W Y d 4000 ARCH. .- ROOF 511I146LE5 0 Z L c d W Lij� >. � z =12 12 8 Ld _ F N ANDERSEN!2°TYRJ R2 NooW m H m z - 3 " 9 TOP. - - LF i -- x1v N - -- 6"RAKE BOARD IT IWo -- L �1�� 6' TRIM BOARDZC9UVINYL CLAD T 1 — - - - — _ - - WOOD WINDOW5 W III "PERFECTION"CEDAR 5HINSLE 51DIN6 SECOND 12 f`2-- — _ - 6" EXPOSURE FLOOR N 4"WOOD GA51NO � m T.o.P. pq -. 1 Q w - - - ---- -- 10" DIA.PERMAGA5T DORIC COLUMN I 1 STONE BASE GAP _- - OVER(,MU BASE _ ]] PU THIN-PAGED FIR5T �I _ 21 ILII ] L J 11 I1L_ - - - FLOOR _ _ � � GULNRED STONE VENEER. 6RADE 77-7 o ¢ � I I I I 4 z I I I I I I I I I I I I a I n � L J � J LJ � J LJ L - - -1 LJ L 7 I I I I � - -Il- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - -- - - - - - - - zi - - _ � r-RONT ELEY�4TION 12 SCALE, I/4"=1'-O" � 12 8 U IL 11 1 z' m � � d U 4000 ARCH. ROOF 5HIN5LE5 - - , z Z o m m VINYL GLAD WOOD WINDOW >: z 4- -0-0 O v� "PERFECTION" CEDAR 5HIN5LE 51DINS - > 6" EXPOSURE PROVIDE 36" HIGH RAILING ,A W/SPINDLES® 4" O.G. MAX _ l _ ¶ r I in 1 f 11 F I �I 6RADE L - - - - - - - L L o Z _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I a N SLOPE FOOTING 1 _ 1:2 SLOPE MAX. L - - _ _ - .I 9ZICHT 5117E ELEY?�TION A'5 SCALE: 1/4"=1'-O" Zi z = OF 9 VI cv n f a Z L11 AL — — — — a LLJU w � ROOM ARCH. Q Z o _ ROOF 5HIN6LE5 W ¢ 2 LLJ W w — L W N � � I - Sr N - U � z M W m -- — — m = z - -_ - T.O.P. U 9 N a m n (n V , N O _ _ I LL i_pi Z W �-•'� w II ® mz I_ Fr-T7F3 Z rno � � Z �a 12 - - --- - - - -- - - - - VINrL GLAD W HOOD WINDOWS - - SECOND r -LL CII - T.O.P. = P6 l�r Y r L N b"EXPOSURE i FIRST 1 FLOOR s VC , C'/ ' a L4 o a I I I I I I I I I I I I n � m Fn i L J T, - - - - - r — r - - - - - - - - - - - - - - - - - - - - - - - � — I— F J J -J J _J-- - - - - - - - - - - - - - - - —L J — — — — - - - - - - - - - - - - - - - - - - - - - - - �- - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - oz (Y E REAR ELEVA710N 12 cul b� L� C TLS m SCALE: I/4"=1'-O" w Z a D 12 m J ROOM ARCH. O ROOF 5HINOLE5 - —� —r 8� Z >- 9z m pQ K o o m W K W a m w N 12 I Z 'PERFECTION'CEDAR 5HIb6EXP05URE y _ :_pl_pVLa n VNYL CLAD HOOP HINDON 10' DIA.PERRAGAST _- O DORIC,COLUMN Leal O Li CL 4 a Im R� &gJ GRADE b z I I I I Yd N 1 SLOPE2 PE M 1AX. - _ L - - - � Jr 2 - - - J- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - -- - s L1=1=7 511:�r= ELEVA7I0N A'6 SCALE: I/4"=1'-O" z ur OF 9 1�l® ® FRAMING FASTENINO DETAILS _ N d W Z n Z n J 5TA66EP JOISTS 4 IN. OR Q p z o SINGLE OR DOUBLE USE SPLICE PLATES TOP PLATEGUT PLATE TIED WITH 25 GAGE SEE SECTION Rb02.5.2 W cm i STEEL ANGLE OR 50UIVALENT W w TOP PLATES CONTINUOUS RIDGE VENT m U N 2 FIREBLOCKING HEADER MIN. I" AIR SPACE z AROUND PIPE SEE TABLES R502.5(I) BETWEEN 1/2" GD.X. SHEATHING W U ^ JACK STUDS AND R502.5(2) AND 2 x 12 RIDGE OR TRIMMERS Q m 240# ASPHALT ROOF SHINOLE5HALL STUDS, N TUD EE SECTION 8602.3 I/2" G.D.X. PLYWOOD SHEATHING Z W ^Sv Li BORED HOLE MAX. 2 x 12 RID6E Y Ld O DIAMETER 40 PERCENTLil (� n d OF STUD DEPTH BOTTOM SOLID BLOCKING 2 x 10 ROOF RAFTER LZ 5/8 IN.MIN.TO EDGE PLATE FLOOR JOISTS 5/6 IN.MIN.TO ED SUBFLOCR N ^ m FOUNDATION SILL PLATE - - - -- --� GRIDDLE WALL m SEE SECTION Rb02.9 N w — FOUNDATION NOTCH MUST NOT L — — — — —— HALL STUDS EXCEED 25 PERGENT OF STUD DEPTH ANCHOR BOLTS EMBEDDED IN T`rF. R I D I E D TA I L I IN. BY 4 IN. FOUNDATION b FT. O.G. MAX. BORED HOLES 5HALL IF HOLE 15 BE 40 PERCENT AND DIAGONAL BRACE PERCENT OFFST - W NOT BE LOCATED IN THE MU ND DEPTH,THEN SND LET INTO STUDS SCALE: 3/4" =1'-O" SAME GRO56 SECTION OF GUT OR NOTGH IN STUD MUST DOUBLE CORNER AND PARTITION POSTS LE AND NO MORE THAN TWO i .'; a �; • � 5JLCE551VE STUDS ARE DOUBLED AND 50 � BORED �� Y •. 2ocras�� APPLY APPROVED SHEATHING OR BRACE `°��:..-„-"•"' NOTCHING 4 BORED HOLE LIMITATIONS FOR EXT. AND BEARING WALL5 EXTERIOR WALLS WITH I IN. 8Y 4 IN. BINGES LET INTO STUDS AND PLATES AND EXTENDING FROM a � BOTTOM PLATE TO TOP PLATE OR OTHER a LI: SCALE: N.T.S. APPROVED METAL STRAP DEVICES INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS. SEE SECTION R 602.10, m 0 TYPICAL FRAMING DETAIL rK SCALE: N.T.5. 3 WIND PgNE 1 SIDING W TOP PLA _: L L/3 9n UNITID c Z m NO NOTirHES D FIN15H WALL PLYWOOD SHEATHING TN 5u V Imo— PERMITTED i m FS I D/6 MAX. / o i 0 d ND FLASHING i yj N BORED HOLE MAX. klM REPLACED / 4 < DIAMETER 40 PERCENT FLOOR J05T - CENTER GUTS I"x3" VINYL COATED WOOD RASING i a OF STUD DEPTH HEADER AFTER GHMSINSTALLATION) REPAIRED / D 5/6 IN.MIN. TO EDGE "x2" WOOD SPACER / i 4 5/H IN. MIN. TO ED 1 % 6- 0/4 MAX. 2-1/2” #H WOOD SCREWS ® 9" 0.6. D DO i Z m } z' 11 INTERIOR EDTD PREDRILLED FA5TENIN6 z e F D/4 MAX. HOLES ® 9" O.G. a S • � . oa000 � N NOTCH ML6EXC0 2525TPN�ENT 1/2" COX PLYWOOD 0 � >:OF EE DEPTH FLOOR JOIST - END GUTS STRUCTURAL PANEL yZ NOT 0E A�GATED 1N THE MAX. D FROM SAME GROSS SECTION OF OJr OR NOTCH IN SND SUPPORT 4 a N I��'---VIII D III D 0 • ti O NOTCHED 4 BORED HOLE LIMITATIONS FOR INT. NON5EARIN6 WALLS 0/3 MAX, FINISH 51LL SCALE: N.T.S. 1/2" GDX PLYWOOD O O D 5TRJGTURAL PANEL NSI RAFTER CEILIN6 JOISTS (802.6) \ N srooL EXTERIOR OR BEARIN6 WALL PREDRILLED FASTENING / HOLES m 9" O.G. ASIRt�6R NOTCH GREATER THAN 50 D/3 MAX. PERCENT OF THE PLATE WIDTH 16 GAGE (0.0054 IN) AND 1.5 IN. WIDE WOOD CASING / w METAL TIE AGRO55 AND TO EAGH DOUBLE SILL 2-I/2" #6 WOOD i 51DE OF THE NOTCH WITH 6 - 16d SCREWS ® 9" O.G. i F a � NAILS EACH SIDE. I"x2" WOOD SPACER j C Mr1 z PIPE OR CONDUIT FIN'S 2 IN. MIN. FROM TOP "x5" WOOD GA51N6 AND BOTTOM OF J015T D (ACTUAL DEPTH) Y TOP PLATES PIPE PLYWOOD SHEATHING TYP. NOTCHING DETAIL STRUCTURAL PANEL ATTACHMENT DETAIL MOOD STRUCTURAL PANEL DETAIL A_7 TOP PLATE FRAMING TO ACCOMODATE PIPING 56ALE: N.T.S. z SCALE: N.T.S. SCALE: B"=1'-O" w 5GALE: N.T.5. N OF 9 RAFTER TIE 0 16" O.GROOF RAFTER. OR FLOOR JOIST CONTINUOUS RIDGE VENT MODEL G520 DETAIL " R II 12 ROOF RAFTER OR FLOOR JOIST V ce 2' RAFTER CONNECTOR cn (2) (9 16" O.G. Z M "2x" RIDGE BOARD ONE ° U SIZE LARGER THAN RAFTERS /° MODEL " H2 �� RAFTER GONEGTOR g � RIDGE Ci a ° e TOPPLATEm MODO.G.H2.5 N N > dm SHINGLES AS SPEC. o ° Q C z o ROOFING FELT AS REOV ° ° o / WALL STUD ° ° ° o ° N 0:: W &z` \ ROOF RAFTER ° ° W0 CD w PLYWOOD DEGKING AS REOV ° o W y BU a a a 5 Vl w uj "2x" RAFTERS AS REO'D NOTE: THI5 DETAIL 15 UTILIZED H, B T WHEN WALL STUDS ALIGN DIRECTLY U �z CONTINUOUS SELF ADHESIVE W/ RAFTER. WHEN RAFTER AND STUDS NOTE: THI5 CONNEGTOR 15 AL50 USED DOUBLE m FW- ICE DAM MEMBRANE, 2'-0" MIN. ARE NOT ALIGNED USE GONNEGTOR5 FOR CONNECTING THE FLOOR JOISTS TOP PLATE = 9 INSULATION IN DETAIL "52" k T" ON THIS PAGE W hh AS REQ'D �� II TO THE STUDS ON A CANTILEVER. C a DETAIL s m a 2ND � ® RAFTER-TO-RAFTER CONNECTION l"(P. ® EACH RAFTER RAFTED N TOP PLATE TO STUD DIRECTION (2) ® I6" D.G. © RAFTER-TO TOP PLATE CONNECTION ® 16" O.G. Z � ^.Mo DETAIL " T ° BEYOND UTILIZED WHEN WALL STUDS ALIGN DIRECTLY W/ RAFTERS UTILIZED WHEN WALL STUDS DO NOT ALIGN DIRECTLY W/ R. Y W z WWZ MODEL " G520 " BY SIMPSON STRONG TIE SCALE: N.T.5. MODEL " H2" BY SIMPSON STRONG TIE scALE: N.T.S. MODEL " H2.5" BY SIMP50N STRONG TIE 5CALE: N.T.S. O .O. Ixb FASCIA _ I� Z M M PREFORMED ALUMINUM WALL STUD DBL. TOP— \ e• "2x" CEILING JOISTS \/ V I AY VARY PERFORMED VINYL SOFFIT DBL. TOP PLATE PLATE AS REOV /\1/\ I SALV. METAL STRAP 16" O.G. EN➢ m n LENGTH GROWN MOULDING OVER HEADER MODEL G520 a N "Ix" TRIM BOARD SALV. METAL STRAP a 16" BASE PLATE w a I DETAIL 11U 11 (BEYOND) MODEL O.G. GSP4 ' 3'-4� > 5EGOND FLOOR INSULATION AS REOV RIM JOIST LENGTH - =W _ :;r, CLEAR T SHEATHING AS REGQ'D SPAN 0 12' DBL. TOP PLATE WALL STUD anodal yr NAILS �w SIDING OR STUCCO EACH SIDE NF STUD AS SPEC,.- SEE ELEVATION o nA, JACK STUD . I WALL STUD IuI 'G• II V END 2ND +) DETAIL V (BEYOND) Provide minimum 1' LENGTH 4" rt.ltFnbSde�+'' FLR LEVEL end distance I \ Equal number of < in eclfled nails In DETAIL " W " (BEYOND) a ;t s s P R DOUBLE JOIST (9 TIE DOWN each end m 0 IST O FLR PL DOUBLE TOP PLATE O TDP PLATE TO STUD CONNECTION AT GABLE-END WALL ® I6" O.G. U JACK STUD TO HEADER CONNECTION STUD TO BASE PLATE TO RIMO JOIST TO TOP PLATE TO STUD CONNECTION ® I6" O.G. MODEL " SP4" BY SIMP50N 5TRONG TIE SCALE,777 MODEL " 6520 " BY SIMPSON STRONG TIE SCALE: N.T.S. MODEL G520" BY SIMPSON STRONG TIE SCALE: N.T.S. DETAIL " EI DRYWALL ON DETAIL s CEILINGS k WALLS n n DBL. WALL DETAIL 11T II STUD SALV. METAL SD� D HAL 2x4 STUDS AT 16" O.G. e TIE-DOWN 23' LU FIRST FLOOR OR AS REa'D BASE PLATE e RIM JOIST Z m Gel-a el GALV. METAL q TIE-DOWNi > - - - SALV. METAL WASHER o �\ MIN. 3" 50. (MODEL 'BP') 'H INSULATION AS REOD GALV. METAL RIM JOI5T 1/2" DIA, x )2" ANCHOR GOUPLINS BASE PLATE " J" BOLT @ 23" O.G. AS SPEG. RIM JOIST FINISH C, � - (MIN. T" EMBEDMENT) (� DETAIL 11X " DBL. TOP AS REQ'D.FLOOR DBL. WALL PLATE OALV.GOUPLMETA1 \ (2) 2 x 6 G.G.A. AS IST STUD SILL PLATE z' FLR LVLT DBL. SILL > a C e PLATE z' M DETAIL " Y ° FOUNDATION m BSMr. DETAIL " Z " e WALL o m FLR PL a c In o E (2) 2x6 SILL PLATE f' 1/2" DIA. x 12" GALV. METAL TIE-DOWN WIN 32" z ANCHOR BOLTS GALV. METAL TIE-DOWN HAN 32" z q 2x' CEILING JOISTS O 23" O.G. MAX. OF EACH CORNER OF STRUCTURE OF EACH CORNER OF STRUCTURE S AS REQ'D � a ANCHOR BOLT-WASHER CONNECTION ° 23" O.G. FOUNDATInNREINF. CONCRETE MODEL " PHD2 " BY SIMPSON STRONG TIE `KALE: N.T.S. X SCALE N.T.S. MODEL " BP " BY 51MPSON STRONG TIE SCA E: N.T.S. p O N ALL MODEL " HTT22" BY 51MP50N 5TRONG TIE Q GELL,AR - > _ III—III—III— — WALL STUD = =III=III—III= = APPROXIMATE GRADE Ra _ lz• WATERPROOFING ORNGT LENGTH WALL STUD _ DAMPPROOFING AS RFO'D D —III=III=I =III ASPHALT COATING (TYP.) STRAP ® I6' O.G. O IRI Z OI EXPANSION rr r SARA. METAL N O JOINT MATERIAL GALV. METAL —III ,III—III—III STRAP ( I6" O.G. le• R V —i —iTi—iii- LEEND NGTH RIM JOIST ?� 4" GONG. SLAB W/ 12" GRAVEL COLLAR BOTTOM PLATE 11 a 6"x6" #10/10 W.W.F. Q VAPOR RETARDER ° ° 2x4 KEY WAY PLATE FASTENER a (2) #5 KEBABS N (MODEL # LPT4) RIM JOIST w COT. I6" O.G. 3" PERIMETER DRAIN W/ UNDISTURBED SOIL SEE FOUND. PLAN FILTER FABRIC DBL. SILL PLATE LTP . PROVIDE STRAP a EACH FLOOR JOIST T`rF. NALL SEGTI ON TWO STORY W/ CELLAR SCALE: 3/4" =1'-O" SILL PLATE TO RIM -10157 CONNECTION FROM 5TUD5 TO RIM JOIST A- OIST CONNECTION O ON CANTILEVER. (WHEN STUDS DO NOT ALL ION W/ FLOOR J015TS) o "LTP4" BY SIMPSON STRONG TIE 577 N.T.5. Z "MODEL G516" BY SIMPSON STRONG TIE SCALE: N.T.S. GALA. METAL STRAP olb" O.G. (MODEL " G520'7 Mr OF 9